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HomeMy WebLinkAbout11361 W. 44th Avenues CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: w Job -Address: Permit Number: P ❑ No one available for inspection: Time AM/PM Re -Inspection required: YesOcare-inspection When correc ions ve been made, at 303-234-5933 Date: % / l� Inspector: DO NOT REMOVE THIS NOTICE 1/ i CITY OF WHEAT RIDGE Building Inspection Nvision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE f Inspection Type: '306^11"liril00U Job Address: 11361 V W N44 /h - Permit Number: 201 t o 1 � 51 - . roa Aoruv, c ❑ No one available for inspection: Time 40 AM& Re -Inspection required: Yes � 0) When corrections have been made, call for re -inspection at 303-234-5933 Date: 7%6/ 1� Inspector: C'rG Ley( -8 DO NOT REMOVE THIS NOTICE *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. City of Wheat Ridge �- Commercial Roofing PERMIT - 201801859 PERMIT NO: 201801859 ISSUED: 06/26/2018 JOB ADDRESS: 11361 W 44th AVE EXPIRES: 06/26/2019 JOB DESCRIPTION: Remove wood shingles; replace with new X5 wood shingles; 22 squares - historical building *** CONTACTS *** OWNER (303)424-0874 CITY OF WHEAT RIDGE SUB (303)426-8575 Jeremy Shull 022254 Independent Roofing Specialist *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 700 / Support Buildings BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,195.20 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. City of Wheat Ridge p Commercial Roofing PERMIT - 201801859 PERMIT NO: 201801859 ISSUED: 06/26/2018 JOB ADDRESS: 11361 W 44th AVE EXPIRES: 06/26/2019 JOB DESCRIPTION: Remove wood shingles; replace with new X5 wood shingles; 22 squares historical building 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 it. I further attest thatr am le ally authorized to include all entities named within this document as parties to the work to be performed.iannd.that all be p fg med is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 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 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. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordmanleAor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Cll`i ifrdfnj Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. -' dy City of Wheat midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 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: Wdb Plan/Permit #O � a U l� Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ( � 361 W, t-iq`*)..-, �U�. Property Owner (please print): ch O-S�- Phone: Property Owner Email: (`Rso�i � E 61 , W zatSL C . C ©. 6 . -7ZC -ZLkq -3306 Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: Citv. State. Zip: Arch itect/Eng1neer: Architect/Engineer E-mail: Phone: Contractor:LLC. City of Wheat Ridge License #: OZZZ 3 Lt Phone: 3 0-5 kV4 - 5 3-7 5 Contractor E-mail Address: �e cx�M�i �',�d� - CCC T k ;PCC- 14.05}S CoM For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 1 ' `0�-�' Phone: 3033 " 6 (-(% I{ 3 CONTACT EMAIL(please print): MdAk-,e_w ��ia� er@ ( �c�ul�c'{'oci �,Q,S p e CA wl� 53S CO cr\-\ Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # © COMMERCIAL ❑ 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. (4Jti-'0u e- wpo& 5�i���� r\., ')(S w o oA, gk\L tyle S Commercial Projects Only: Occupancy Type: Sq. Ft./LF Z OD Amps BTUs Squares ZZ - Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 arc 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) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 6(2(, iG Printed Name: J� ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: NN190= City of Wheat Ridge Or Current Owner/Occupant 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Regarding Permit: 20094216; Interior remodel of Baugh House 11361 W 44th AVE, Wheat Ridge, CO 80033 Our Records indicate that the above noted permit was issued on 11/23/09. Our last inspection related to that permit was on 01/19/11. Because of the inactivity on this permit, it will become void as of 12/31/2015. Please contact this office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. §33333M Melissa Mackey Senior Permit Technician M Building Permit Application (Complete iff highlighted areas) 0i4k410060 (please print): ne-* ff different than property address) Address: 4 1 ' g ? EMU= .. .. ....... RMEM P - m-am ZONING COMMENTS: Zoning: Reviewer. 0 MEN" DEPARTMENT USE 0 FIRE DEPARTMENT% 0 approved w/ comments 0 disapproved 0 no review reqVired M City License # V City License # Plan View N ME D E; - - i� � ME== MIZEIM Fillip =11 11:1 1 ! 1 111!! 11 r! IIIIII!!II! 111im I Ie 1!1!1! IMMEMEMM City of Wheat Ridge r 0 000r- Commercial Sign PERMIT - 111411 PERMIT NO: 111411 ISSUED: 11/17/2011 JOB ADDRESS: 11361 W 44TH AVE EXPIRES: 11/16/2012 DESCRIPTION: Install 1 ground sign * ** CONTACTS * ** owner 303/235 -2811 City of Wheat Ridge sub 303/629 -6121 Fallon Visual Produc 01 -8033 Gordon Sign Co. ** PARCEL INFO ** ZONE CODE: A -1 USE: R -3 SUBDIVISION: UA BLOCK /LOT#{: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 4,000.00 FEES No Fees .00 Total Valuation .00 ** TOTAL ** .00 Conditions: LM: Minimum setback is 5 feet from any property line. Note: Owner /Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities nam d within this do ent as parties to the work to be performed and that all work to be performed is disclosed in this doc nt and /or its' approved plans and specifications. Signature of 7MEIt of C604TOR (Circle one) 'e j 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. I£ 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 provis' n ny applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fie tion. Signatur of ief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 .BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY. C RNR IH City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 o Inspection Line: 303 - 234 -5933 Property Address: Property Owner (please print): (,/J�e G Mailing Address: (if different than property adc Address: H City, State, Zip: Jl Contractor: Contractor License M ���� -� Phone: Sub Contractors: Electrical City License #: Plumbing City License #: Mechanical City License #: Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description of work: - (as calculated per the Buildih Valuation Data sheet) Plan Review (due at time of submittal): $ D Sq. Ft. /L.Ft added: I �Srquares r BTU's allons Amps O 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 an this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (O R) (CONTRACTO r PERSONALREPRESE ATIVEof(OWN (CONTRATOR) PRINT NAME: 1 IGNATURE: Date: !l! DEPARTMENT USE ONLY ZONING COMMENTS: A - .i �/� r' I �� Zoning: �WV' r 7 / / Reviewer: // // PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Da te: Plan #: l 1 — 07 Permit #: OCCUPANCY: FIRE DEPARTMENT:: ❑ approved wl comments ❑ disapproved ❑ no review required Building Permit Application !get Plan View neral Description !" x 1" steel channel frame with adius top. Bolt from inside to steel supports. )verlay with .090 aluminum faces. One ace removable to access frame bolts to supports. taint to match Benjamin Moore Red Rock 482005 -10 iupports: 4 1/2" o.d. steel capped on top. leeved into 5 3/8" o.d. pipe set in concrete Doter. Paint to match Benjamin Moore Red Rock 482005 -10 Vhite Vinyl copy. ligital Print Logos on white vinyl. Apply to bottom portion of sign. 2830 West 9th .Avenue . Denver, Colorado 303 21 Fax: 303. 629. 1 024 E - Mai I : denverdesign@gordonsign.com IMPORTANT ELEC. NOTE: Volta (unless othe 120V Revisions: Account Re R.Frank Client: City of Wheat Ridge Drawing # ; O-llFa ` kwn e g p � UL 2161 COMPLIANT PER NEC U� (unless Date: 8/9/11 11361 W. 44th St. 10- 12200 -1 &L ELECTRICAL RECOMMENDATIONS *�'; ". :,'_.. specified by client) Wheat Ridge, CO GORDO ���� MU TBED DEDICATED TEDISOL ISOLATED @III$i BE DEDICATED ISOLgTEa CIHCDITS Gordon Sign Meets UL File Name: Drawn by: R.aradley ����� � O � Safety Requirements Folder: City of Wheat Ridge Scale: voreo Client Approval: " {,.pi " I � z '' P ' p `` File: City of Wheat Ridge_ 12200 III91YWWf8/191f^ /�'%WIY� ©This desiqn is the exclusive orcoerty of Gordon Sian and cannot be reproduced either in whole or in nart without their consent uoraon sgn will endeavor to closely match colors, including PMS. colors where specified. We cannot guarantee exact matches due to varying compatibility of surface materials and paints used. I k •� CITY OF WHEAT RIDGE 1 / Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8 29 Fax INSPECTION NOTI E E� Id� Inspection Type r"1a2c� Job Addres 2 Permit Number -I-. d Insnectnr- .. • CITY OF WHEAT RIDGE Building Inspection Division j (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE inspection Type Job Address 16361 W?W /L Permit Number 6;,c7yV� Melissa Mackey C 2-( Cr Sent Tuesday, August 03, 2010 4:47 PM *01 �V . To: Melissa Mackey Subject: FW: Building permit renewal Would you please extend their permit 180 days? Thanks. John C. Schumacher, Jr., CBO (- Chief Building Official 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303 - 235 -2853 Fax: 303 - 235 -2857 www.ci.wheatridge.co.us CONFIDENTIALITY NOTICE: This e -mail contains business - confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e -mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. - - - -- Original Message---- - From: Joyce Manwaring Sent: Monday, August 02, 2010 8:38 PM To: John Schumacher Subject: Building permit renewal John, The building permit has expired for the Baugh House. I am requesting an extension or renewal. Do I need to do anything else regarding process, other than this email? Joyce Joyce Manwaring, Director Parks and Recreation City of Wheat Ridge 1 ♦ t CITY Ur WHEAT RIDGE f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: d A9 ' Job Address: 113e B my Permit Number: &19V;2)4 4' Ml M 's ❑ No one available for inspection: Time l0 a t: ;. Re- inspection required: Yes <°:.,. k F When corrections have been made, Cali for re- inspection at 303 -234 -5933 ' Date: 3a �D Inspecto DO NOT REMOVE THIS NOTICE MUM SIHI 3AOIN3!! ION 00 :aoloedsul c f r :ajea EE69- 6EE-EOB ae uogoedsurei Joj peo `epees uesq eneq suopoeuoo ueyM oN sa,� :paainbaa uoiloodsul -aa W \Wy S/ n� ewil :uoilbadsui aol algepene auo ON El ff, 4 � / H ' /17 O ;? 1 I l i :aagwnN Mwaad :ssaippV qor j v s r t s :ede(1 uoi}oodsul 33110N N01103dSNI xe -4 6E69--1£E (EOE) • e 998E (EOE) Bull ugijoedsu/ ES69110 (COS) uolslAip uopoodsul 6uiplins -A 3008 IV3HM dO A113 t t m 4 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: Jai'Sy1Aliar✓ Job Address: , 9�6 Permit Number: r99 14 K: ❑ No one available for inspection: Time ✓/ ; Sa r PM Re- Inspection required: Yes No "When corrections have been made, calf for re inspection at 303 - 234 - 5933 Date: �i0 Inspecto DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time AM /PM Re- inspection required: Yes No When corrections have been made, ca(( for re inspection at 303 234 - 5933 Date: o Inspector: DO NOT REMOVE THIS NOTICE ♦ i, A i CITY OF WHEAT RIDGE Building Inspection Division 10 0 po (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: "'g Permit Number: a 2�2: V 2 i i s` Al 2 k ❑ No one available for inspection: Time AM /PM Re- inspection required: Yes No When corrections have been made, ca(( for re inspection at 303 234 - 5933 Date: o Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division a~ (303) 234-5933 Inspectionlfne 000 (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - I<- d- Job Address: - ,1i,);-Permit Number: E~, !C wfpv ^ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes-- No *When corrections have been made, calf for re-inspection at 303-234-5933 Date: Inspector D NOT REMOVE THIS NOTICE A' CITY OF WHEAT RIDGE 1 ° Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE (3R E Inspection Type: W¢76 POv2 Job Address: //3'~/ Ar,' 1/%ra9 Permit Number: 0 17512 / G ❑ No one available for inspection: Time P; ZV AM/(9 Re-Inspection required: Yes When corrections have been made, calf for re-inspection at 903-234-5933 Date: ? Inspector: i DO NOT REMOVE THIS NOTICE ♦~~4' City of Wheat Ridge Residential Remodel PERMIT - 094216 row PERMIT NO:.094216- ISSUED: 11/23/2009 JOB ADDRESS:. 11361-W 44TH AVE EXPIRES ' 05/22/2010. DESCRIPTION: Interior: remodel of Baugh House CONTACTS owner 303/842-0309 City of Wheat Ridge GC 970/216-.3743 William Bailey 02-1808. Historical Applications PARCEL INFO ZONE CODE: - UA "USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/`. FEE SUMMARY ESTIMATED PROJECT VALUATION: ' .00 FEES No Fees .00 **TOTAL .00 Conditions: JS: Approved as submitted. Subject to field inspection. Must comply with 2003 IRC,2005 NEC, and all applicable City of Wheat; Ridge Municipal. Codes. 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 1 assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applicable Wh a Ridge ..Ordinance for k under this permit. Plans subject to field inspection. Si f ui f contractor/owner date 11 1. This permit was issued in accordance with the. provisions set forth in your application and is subject to the laws of the state of Colorado and to the. Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. - 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official." 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally. required, provided no changes have beenor -willbemade in the. original. plans and. specifications and any suspension or. abandonment has not exceeded one (1) year. If changes have been 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. Contractor shall notify the Building Inspector twenty-four(24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the. job. 6. The issuance of apermit or the approval: of drawings and specifications shall not be construed to be a permit for, nor an approval. of, any violation of the. provisions of the building codes or any other ordinance, law, =Is or regulation. All plan ev is subject to field inspections. Signatu ief Building Official date INSP TION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS. MUST BE MADE BY3PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWING' BUSINESS DAY. FWHEgTR, City of Wheat Ridge Building Division ` . m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °oroaAO° Inspection Line: 303-234-5933 Building Permit Application Property Address113 l Lj Li Li ` "A u o-r t i t Property Owner (please print): C'°Ft, Mailing Address: (if different than property address) Address: 45b0 W . jZI ~ \/Cy~Vi City, State, Zip: I1 h1 r11+ Contractor: Contractor License Phone: Date: Plan Permit . TS l_ a I G2AS . Phone: 5C)~j d C~L~J 3ZI Sub Coritractora Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ Description.of Work: . (as calculated per the Building Valuation Data sheet) Of 9-010k Plan Review (due at time of submittal): $ j7t~t~5 65 AF Prb)° SOD 1-01, O J59 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps [OWNERJCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT eby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, or regulations of the City of WheatRidge or covenants, easements or restrictions of record; that all measurements shown, and ations made are accurate; that I have read and agree to ab de by all conditions printed on this application and that I assume full nsibility for compliance with the Wheat Ridge Building Code (I.B.C) andall other applicable Wheat Ridge Ordinances, for work r this permit. Plans subject to field inspection. CE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) T NAME: SIGNATURE: Date: Bldg Valuation: $ ow c M O M E O ~ O U ® 00 c O O M O L w= N C: ~ LO O .Ir m o 0 cn -0 (v 0 am 0 s OP a1 U M = C . 4-J fO g 4-J . N O O N m cn M 6A N ® ® U v = ~ jR 0 O w U a O 0 O V ~ ° 0 ~ L n v 8. ~ Baugh House Andrews & Anderson Architects, PC SECTION 02 41 91 SELECTIVE HISTORIC DEMOLITION PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Selective historic demolition work and storing salvaged materials. B. Related Sections: 1. Division 1 Specifications. 1.2 DEFINITIONS Selective Historic Demolition 024191-1 A. Remove: Where word "remove" or a remove indication occurs on drawings, or is referred to, it shall mean removal from site, unless it is specified that material or equipment shall be re-used in project or delivered to Owner. B. Salva e: Where word "salvage" or a salvage indication occurs on drawings, or is referred to, it shall mean protect, clean and store in a secure manner, prior to installation. 1.3 QUALITY ASSURANCE A. Regulatory Requirements: Comply with safety requirements for demolition, ANSI A10.6-90. B. Contractor shall be responsible for repair/replacement of undocumented damage. 1.4 PROJECT/SITE CONDITIONS A. Dust: Keep dust and dirt pollution to a minimum. B. Safety: 1. Ensure safety of persons in demolition area. 2. Provide temporary barricades as required. 3. Provide adequate fire protection. 4. Keep clear of hazardous substances and debris. 5. Maintain access to exits at all times. 1.5 SCHEDULING A. Complete demolition that might damage new construction before starting new work. PART 2- PRODUCTS (NONE) PART 3-EXECUTION 3.1 PREPARATION Selective Historic Demolition 02 41 91 - 2 Baugh House Andrews & Anderson Architects, PC A. Provide temporary supports and protection for parts of structure to remain. B. Provide temporary closures for openings made in exterior walls and roofs. 3.2 REMOVAL A. Remove items or materials in inverse order of that used in placing. B. Methods will be changed by Owner's Representative as necessary. C. Take every precaution to prevent damage to existing structures and surrounding areas. D. No flame cutting, vibrating equipment, or explosives will be permitted. E. Should accidental damage occur, promptly repair damaged area to satisfaction of Owner's Representative at no additional expense to Owner. G. It may be necessary to halt work temporarily for architectural or archeological investigation as previously inaccessible areas are exposed. H. Contractor shall work elsewhere on project while investigation is conducted, when possible. 3.3 SALVAGE A. Items to be Salvaged: Lath. B. Items to be Reused: Lath. C. Carefully clean and store materials and items to be salvaged or reused. D. Items to be salvaged or reused shall be stored on-site where directed by Owner's Representative. 3.4 BELOW GRADE AREAS AND VOIDS A. Fill voids resulting from demolition work as directed by Owner's Representative. 3.5 RESTORATION A. Repair adjacent surfaces damaged or soiled by demolition work. B. Remove equipment, temporary protection and barriers, and debris and rubbish. C. Dispose of unsalvageable materials. 3.6 CLEANING A. Remove demolished materials from site as work progresses. B. Leave areas of work in clean condition. E f:p is Baugh House Andrews & Anderson Architects, PC Selective Historic Demolition 02 41 91 -3 C. Repair existing or new work which is not to be removed and which is damaged due to Contractor's operations, by and at expense of Contractor. END OF SECTION 02 41 91 i Baugh House Andrews &Anderson Architects, PC Cast-In-Place Concrete 03 30 00 - 1 SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete floor slab. 2. Concrete curing. 3. Accessories 4. Gyp. Crete topping slab w/ integral radiant floor and wood sleepers. B. Related Sections: 1. Section 06 10 00: "Rough Carpentry." 2. Section 07 2100: "Thermal Insulation." 3. Section 07 92 00: "Joint Sealants." 1.2 SUBMITTALS A. Product Data: 1. Submit with application and installation instructions for proprietary materials and items. 2. Submit Gyp-Crete product data. B. Mix Designs: Submit substantiating data for each concrete mix design for use on Project not less than four weeks prior to first concrete placement. 1.3 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: Work under this section shall be subject to all applicable provisions of state and local building and safety codes. 1.4 DELIVERY, STORAGE AND HANDLING A. Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator, or other transportation device not later than 1-1/2 hours or three-hundred revolutions of drum after mixing water has been added, whichever is earliest. B. Extra Water: Should extra water be required before depositing concrete, Contractor shall have sole authority to authorize addition of water. 1.5 JOB CONDITIONS A. Environmental Requirements: 1. Cold Weather Requirements: When depositing concrete when mean daily temperatures are below 40 degrees F., follow recommendations of ACI 306. 2. Hot Weather Placement: When depositing concrete in hot weather, follow recommendations of ACI 305. Cast-In-Place Concrete 033000-2 PART2-PRODUCTS 2.1 MATERIALS Baugh House Andrews & Anderson Architects, PC A. Cementitious Material Content: 1. Portland Cement: ASTM C150, Type [ I ] [ II ] [High-Early Strength Type III]. 2. Fly Ash: a. ASTM C618, Class [ F ] [ C b. Fly ash not to exceed 15 percent of total cementitious material content by weight. C. Gyp-Crete 1. Manufactured by Maxxon corporation - or approved equal. 2.2 ACCESSORIES A. Aggregates: 1.. Provide normal weight aggregates in conformance with ASTM C33 from same source throughout project. 2. Maximum Size of Coarse Aggregates: [ ] inch. B. C. D. 2.2 Maximum Water-Cementitious Material Ratio: 0.50. Maximum Concrete Temperature: Shall not exceed 80 degrees F. at time of delivery. Chloride Ion Content: Chlorides are not permitted. ACCESSORIES A. Expansion Joint Filler: 1. Preformed bituminous type, ASTM D1751-83. 2. Preformed Sponge Rubber: a. ASTM D1752, Type I. b. Store sponge rubber filler at 80 degrees F. or less. c. Do not store in open, or in direct rays of sun. B. Backer Rod: 1. ASTM D5249, Type 1. 2. Round, flexible, extruded, closed cell polyethylene foam. C. Sealant: Refer to Section 07 92 00, "Joint Sealants." D. Curing Materials: 1. Absorptive Cover: Burlap cloth made from jute, weighing approximately 9 ounces-per-square- yard., complying with AASHTO M182, Class 2, new and free of any contaminants. 2. Moisture-Retaining Cover: Waterproof paper. Polyethylene film. 3. Spray Applied Membrane Forming Liquids: a. ASTM C309, Type 2, Class A. b. Compatible with required finishes and coatings. c. Applied at rate of 200 SF per gallon. L1 Baugh House Andrews &Anderson Architects, PC Cast-In-Place Concrete 033000-3 E. Clear Penetrating Sealer: 1. Non-Vehicular Surfaces: Material suitable for application on horizontal surfaces shall be not less than 40 percent silane, or 9 percent poly-siloxane, or shall be 20 percent siloxane. F. Admixtures: No admixtures may be used without specific approval of Architect. 2.3 FINISHED CONCRETE A. Mix Design: Comply with ASTM C595. Provide the following in lieu of Portland cement: 1. Fly Ash: Provide at a replacement rate of [15] [ ] percent. 2. Slag Cement: Provide at a replacement rate of [25] [ ] percent. 3. Silica Fume: Provide at a replacement rate of [5] [ ] percent. B. Strength: Twenty-eight-day compressive strength shall be [3,000] [4,000] [5,000] PSI. PART 3-EXECUTION 3.1 INSTALLATION A. Perform concrete work in accordance with ACI 301. B. Use ready-mixed concrete conforming to ASTM C94; no job-mixed concrete allowed. C. Placing Reinforcing: Comply with Concrete Reinforcing Steel Institute's "Recommended Practice for Placing Reinforcing Bars." D. Embedded Items: Coordinate work with requirements of other trades and notify Owner's Representative of all conflicts and nonconforming conditions. E. Construction/Expansion Joints: 1. Locate and install construction joints as shown, or if not shown, locate so as not to impair strength or appearance of structure. F. Consolidate placed concrete in both formed and unformed concrete by internal vibrating equipment with a minimum frequency of 7,000 RPM, supplemented by hand-spading, rodding, or tamping. 3.2 SLABS-ON-GRADE A. Separate concrete floor slabs from bearing walls, columns, and their foundation supports with a positive slip joint. B. Provide a gravel layer beneath all floor slabs as indicated. C. Provide rigid insulation beneath all floor slabs as indicated. D. Slope sub-grade to low point of excavation. E. Control Joints: 1. Install at least 12 feet OC in each direction. Cast-In-Place Concrete 03 30 00 - 4 T /J Baugh House Andrews & Anderson Architects, PC 2. Depth of joint shall be 1/4 of slab thickness. F. Maintain sub-grade moisture content as close as possible to in-situ moisture content. G. Provide treated wood sleepers as indicated. 3.3 FINISHING A. Slab Surface Finish: 1. Trowel Finish: Apply to monolithic slab surfaces. 3.4 CURING, PROTECTION, AND SURFACE TREATMENTS A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. D. Curing, in accordance with ACI 301 procedures, shall commence as soon as free water has disappeared from concrete surface after placing and finishing. 3.5 GYP-CRETE TOPPING SLAB A. Approximately 2" topping slab - trowel surface to a smooth surface to be flush with top of wood sleepers. B. Contractor to time out topping slab and finished wood floor with thresholds. C. Install wood sleepers per section 06 10 00: "Rough Carpentry". D. Coordinate installation with mechanical contractor. END OF SECTION 03 30 00 Baugh House Andrews & Anderson Architects, PC Unit Masonry Restoration 04 0120.91 - 3 A. Water: Shall be potable, and free of injurious amounts of oil, soluble salts, alkali, acids, and other impurities that might strain or otherwise damage masonry. B. Mortar Materials (Job-Mixed): 1. Portland Cement: a. ASTM C 150, Type 1, non-staining and without air entrainment. b. Gray and white Portland cement may be combined as required to match existing mortar. 2. Hydrated Lime: ASTM C 207, Type S. 3. Lime Putty (slaked lime): Conform to ASTM C 5. 4. Sand: ASTM C 144, free of clay, silt, soluble salts and organic matter and shall match color and texture of original mortar sand. 5. Water: Potable and free of deleterious amounts of oil, soluble salts, alkali, acids, organic impurities, or other substances that may impair strength or bond of finished mortar. 6. Masonry cement (premixed, bagged mortar) shall not be used. C. Chimney Materials: 1. Chinking shall match existing/historic. 2. All chinking shall be approved by Owner's Representative. 2.3 MORTAR MIXES A. Mortar Mixes: 1. Shall be appropriate strength and hardness for masonry units and existing mortar. B. Measurement and Mixing: 1. Measure cementitious and aggregate material in a dry condition by volume or equivalent weight. 2. Do not measure by shovel, use known measure. 3. Mix materials in a clean mechanical batch mixer. C. Mixing Pointing Mortar: 1. Thoroughly mix cementitious and aggregate materials together before adding any water. 2. Then mix again adding only enough water to produce -a damp, unworkable mix which will retain its form when pressed into a ball. 3. Maintain mortar in this dampened condition for one to two hours. 4. Add remaining water in small portions until mortar of desired consistency is reached. 5. Use mortar within thirty minutes of final mixing; do not re-temper or use partially hardened material. D. Do not use admixtures of any kind in matching mortar. E. Pointing/Rebuilding Mortar for Unit Masonry: 1. One part cement, three parts lime, twelve parts sand. 2. Total binder-to-sand ratio should always be approximately one part lime, three parts sand. PART 3-EXECUTION 3.1 PREPARATION A. Protection: 1. Protect persons, surrounding surfaces of building from injury resulting from unit masonry work. 2. Prevent mortar used in pointing and chinking work from staining face of surrounding unit Unit Masonry Restoration Baugh House 04 0120.91 - 4 Andrews & Anderson Architects, PC masonry and other surfaces. 3. Remove immediately grout and mortar in contact with exposed unit masonry and other surfaces. 3.2 ERECTION/INSTALLATION/APPLICATION A. Masonry Rebuilding: 1. Install masonry units to proper position, straight, and plumb and true to line and level, with full mortar bed. 2. Ensure that vertical head joints are completely filled with mortar. 3. Rake and point with flush cut joint. 4. Reinstall roofing, flashing, and other adjacent materials or patch in kind as required to complete installation. B. Chinking: 1. Rinse log surfaces with water to remove any dust and mortar particles. 2. Time application of rinsing so that, at time of pointing, excess water has evaporated or run off, and joint surfaces are dry. 3. Apply first layer of chinking to areas where existing mortar was removed to depths greater than surrounding areas. 4. Apply in layers not greater than 3/8 inch until a uniform depth is formed. 5. Compact each layer thoroughly and allow to become thumbprint-hard before apply next layer. 6. After joints have been filled to a uniform depth, place remaining chinking in 3 layers with each of first and second layers filling approximately 2/5 of joint depth and allow to become thumbprint hard before applying next layer. . 7. Match depth of existing/historic chinking. 8. Take care not to spread chinking onto remainder of log or to featheredge chinking. 9. Tool joints to match original appearance of joints when chinking is thumbprint hard. 10. Remove excess chinking from edge of joint by brushing. 11. Cure chinking by maintaining in a damp condition for not less than seventy-two hours. END OF SECTION 04 0120.91 Baugh House Andrews & Anderson Architects, PC SECTION 04 0120.91 UNIT MASONRY RESTORATION PARTI-GENERAL 1.1 SUMMARY A. Section Includes: 1. Log chinking. 2. Brick chimney. B. Related Sections: 1. Section 06 10 00: "Rough carpentry." 2. Section 09 90 00: "Painting and Coating." 1.2 REFERENCES Unit Masonry Restoration 04 0120.91 - 1 A. Chinking shall conform to The Secretary of the Interior's Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring & Reconstructing Historic Buildings available at National Park Service (NPS) website at <http://www.nps.gov/history/hps/tps/standards_guidelines.htm>. 1.3 SUBMITTALS A. Product Data: Manufacturer's technical data for each product indicated including recommendations for their application and use; including test reports and certifications substantiating that products comply with requirements. B. Samples: Contractor shall submit samples of following masonry repair and replacement materials for approval of color and texture match: 1. Replacement Face Brick Units: Product samples for chimney reconstruction shall show full range of color and texture available for new manufactured bricks. 2. Mortar shall conform with historic mortar and be approved by Owner's Representative. 3. Chimney shall match existing. C.. Test Reports: I . Test reports for existing chimney shall be submitted to Owner's Representative. 2. Testing and reports are to be completed by an independent laboratory and will provide following: a. Compressive strength. b. Composition. 1.4 QUALITY ASSURANCE A. Restoration Specialist: Work shall be performed by a firm having not less than five years successful experience in comparable unit masonry restoration projects and employing personnel skilled in unit masonry restoration processes and operations indicated. B. Contractor must be fully conversant with Secretary of the Interior's "Standards for the Rehabilitation of Historic Buildings" and attendant preservation briefs associated with masonry restoration and cleaning. C. Mock-Ups: 1. Chimney Reconstruction: Unit Masonry Restoration Baugh House 04 0120.91 - 2 Andrews & Anderson Architects, PC a. Prepare 2 foot by 2 foot samples demonstrating brick construction techniques, including coursing, comers and joints. b. Mock-ups shall display full range of materials and workmanship required for completion of project for approval by Owner's Representative. c. Mock-up may be performed in situ. 2. Chinking: a. Prepare in situ sample, indicating depth, tooling and surface characteristics. 3. Approved test panel(s) shall become part of work and shall serve as quality standard for all subsequent work. 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery: Materials shall be delivered to site in original packaging, unopened, with manufacturer's name and product identification thereon. B. Storage: 1. Cementitious materials shall be protected from contamination by foreign matter and deterioration by moisture or temperature. 2. Contaminated or deteriorated material shall not be used. 3. Products store longer than six months shall not be used. 4. Bricks shall be protected from ground and weather, and kept free from exposure to contaminants such as mud, dust, or materials that could cause staining. 5. Masonry materials shall be stored in such a manner as not to interfere with operation and daily maintenance of facility. 6. Proposed storage locations shall be approved by Owner prior to delivery of materials. 7. Masonry materials shall not be stored inside building. 1.5 PROJECT CONDITIONS A. Do not remove paint from unit masonry, re-point mortar joints, repair unit masonry or clean unit masonry unless air temperatures are between 40 and 90 degrees F, and will remain so for at least forty-eight hours after completion of work. B. Contractor shall provide visible barriers and/or warning tape around perimeter of work are for visitor protection, and shall protect nearby vehicles and adjacent structures from damage during course of work.. 1.5 SEQUENCING AND SCHEDULING A. Coordinate masonry work with other trades. PART2-PRODUCTS 2.1 MATERIALS A. Brick For In-Kind Replacement: 1. New Brick: a. ASTM C 216-91a, Grade SW, Type FBS. b. Replacement brick to be pressed, unfired, red clay brick; manufacturer and product sample to be approved by Owner's Representative. 2.2 ACCESSORY MATERIALS Baugh House Andrews &Anderson Architects, PC Architectural Woodwork Restoration 06 0140.91 - 1 SECTION 06 0140.91 ARCHITECTURAL WOODWORK RESTORATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Architectural woodwork cleaning. 2. Architectural woodwork restoration. B. Related Sections: 1. Section 06 10 00: "Rough Carpentry." 2. Section 08 14 00: "Wood Doors." 3. Section 09 90 00: "Painting and Coating." 1.2 SUBMITTALS A. Field Test Samples: Minimum of 1 LF of each wood species to be installed. . B. Work Plan for handling, removal and proper disposal of hazardous materials, per OSHA, EPA and State Health Department requirements. For the purposes of this project, assume all existing painted surfaces contain detectable and regulated levels of lead. 1.3 QUALITY ASSURANCE A. Restoration Specialist: Work shall be performed by a firm having not fewer than three years experience in comparable woodwork restoration projects and employing personnel skilled in restoration processes and operations indicated in this Section. B. This contractor must be fully conversant with Secretary of the interior's "Standards for the Rehabilitation of Historic Buildings" and attendant preservation briefs associated with wood window restoration. PART2-PRODUCTS 2.1 MATERIALS A. Liquid Wood Consolidant: "Liquid Wood" by Abatron, Inc. (877-349-9663), represented in Denver by Allen Paint (303-744-1755), or an equivalent product of an approved manufacturer. B. Structural Adhesive Putty: "Wood Epox" by Abatron, Inc., or an equivalent product of an approved manufacturer. C. Wood Stripper: "Palco No. 5" Chemical Stripper, or an equivalent product of an approved manufacturer. D. Replacement Members: To match existing. 1.2 ACCESSORIES it Architectural Woodwork Restoration Baugh House 06 0140.91 - 2 Andrews & Anderson Architects, PC A. As prescribed by manufacturers. PART 3-EXECUTION 3.1 EXAMINATION A. Inspect painted wood surfaces to determine whether repainting is necessary or if cleaning is all that is required. 3.2 PREPARATION A. Test amount of deterioration with an ice pick or other sharp object. B. Vigorously scrape all loose and deteriorated paint. C. Existing Paint Coatings: . 1. Prior to repair, existing paint coatings shall be removed and scope of repairs confirmed. 2. Remove damaged or deteriorated paint to next sound layer using gentlest method possible (handscraping and handsanding),then repainting. 3. Use with care hot-air guns on decorative wood features and electric heat plates on flat wood surfaces when paint is so deteriorated that total removal is necessary to repainting. 4. Use chemical strippers primarily to supplement other methods such as handscraping, handsanding and above-recommended thermal devices. 5. Apply wood stripper per manufacturer's instructions. 6. Steel wool into creases and detail recesses to work aged, paint out. 7. Repeat process as necessary to remove thickened paint layers. D. Replacement Wood Pieces: 1. Install a wood Dutchman for selective replacement of severely deteriorated portions of wood elements, such as window frames, sash, and trim. 2. Use wood which is compatible with adjacent original materials, matching profiles, joinery and workmanship. Sand smooth to a finish ready to receive prime painting. E. Consolidating Deteriorated Wood: 1. Employ liquid polymer consolidant in strict conformance with manufacturer's instructions if wood is spongy, but intact. 2. After using liquid polymer consolidant, employ structural adhesive putty to fill gaps to same plane as original wood surface, following manufacturer's instructions if there are significant gaps or open graining in rotted wood surface. 3. Remove excess epoxy. 4. Retool surface to match plane and detail of original members. 5. Sand smooth to a finish ready to receive prime painting. 3.3 FINISHING A. When wood is dry, steel wool treated areas smooth, removing all stripper in preparation for paint application. Baugh House Andrews &Anderson Architects, PC Architectural Woodwork Restoration 06 0140.91 - 3 END OF SECTION 06 0140.91 Baugh House Andrews &Anderson Architects, PC Rough Carpentry 061000-1 SECTION 0610 00 ROUGH CARPENTRY PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood framing. 2. Treated wood sleepers. 3. Sheathing. B. Related Sections: 1. Section 06 01 40.91: "Architectural Woodwork Restoration." 2. Section 09 0120.91: "Plaster Restoration." 1.2 DEFINITIONS A. Rough Carpentry: Includes carpentry work not specified as part of other Sections and generally not exposed. 1.3 QUALITY ASSURANCE A. Comply with 2003 International Building Code and National Design Specification for Wood Construction, latest edition, as published by the National Forest Products Association. B. Composite wood and agrifiber products shall contain no added urea-formaldehyde resins. C. Identify lumber and structural wood panels by official grade mark. D. Lumber: Grade stamp containing, where applicable, symbol of grading agency, rules under which graded, mill number or name, grade of lumber, species or species grouping, and condition of seasoning. E. Plywood Panels and Underlayments: APA grade trademark, including type, grade, class, identification or span rating, and inspection and testing agency mark. 1.4 DELIVERY, STORAGE, AND HANDLING A. Store materials a minimum of 6 inches above ground in area protected from weather. B. Protect with waterproof covering allowing adequate air circulation. C. Do not store seasoned materials in wet or damp environments. D. Store engineered wood products in accordance with manufacturer's instructions. E. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary waterproof coverings. 1 ! ~Y Rough Carpentry 061000-2 Baugh House Andrews &Anderson Architects, PC PART2-PRODUCTS 2.1 MATERIALS A. Non-Structural Lumber: 1. Non-Load Bearing Studs, Plates, Bracing, and Nailers: Stud grade. 2. Blocking and Miscellaneous Lumber: Utility grade. 3. Furring, Bracing, and Blocking: Southern Pine Standard Southern Pine. 4. Exposed framing lumber, provide material complying with structural drawings. B. Plywood Panels: I. Subflooring: Per structural drawings. 2. Combination Subfloor-Underlayment: APA Rated Sturd-I-Floor EXP 1 [APA Rated Sturd-I- Floor EXT] with appropriate span rating. 3. Backing Panels for Mounting Electrical and Mechanical Equipment: APA C-D Plugged Exposure 1, 15/32-inch thick, minimum. 2.2 ACCESSORIES A. Fasteners: 1. Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 2. Use hot-dip galvanized coating per ASTM A153 or aluminum hardware for exterior use and AISI Type 304 stainless steel for fire-retardant treated wood. 3. Types: a. Nails, Wire, Brads, and Staples: FS FF-N-105. b. Power Driven Fasteners: National Evaluation Report NER0272. c. Wood Screws: ANSI B18.6.1. d. Lag Bolts: ANSI B 18.2.1. e. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. B. Corrosion Resistant Fasteners and Connecting Hardware: 1. Provide hot-dipped galvanized connecting hardware, nails, and fasteners when attaching to or penetrating preservative treated wood products. 2. ASTM A276, Type 304 or 316, stainless steel nails and fasteners may also be used. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that surfaces to receive rough carpentry materials are prepared to exact grade and dimensions. 3.2 INSTALLATION A. General: 1. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in fabricating rough carpentry with minimum joints or optimum joint arrangement. 2. Set rough carpentry to required levels and lines, with members plumb and true to line and cut Baugh House Andrews &Anderson Architects, PC Rough Carpentry 061000-3 and fitted. 3. Fit rough carpentry to other construction; scribe and cope as required for accurate fit. 4. Correlate location of furring, nailers, blocking, and similar supports to allow attachment of other construction. 5. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, or as per Building Code. 6. Countersink nail heads on exposed carpentry work and fill holes. 7. Use common wire nails, unless otherwise indicated. 8. Use finishing nails for finish work. 9. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. 10. Make tight connections between members. 11. Install fasteners without splitting of wood; pre-drill as required. B. Framing: 1. Comply with N.F.P.A. "Manual for Wood Frame Construction." 2. Construct framing members full length without splice. 3. Triple studs at comers and partition intersections. 4. Double studs at openings less than 4 feet; triple studs at openings 5 feet or greater. 5. Install blocking at mid-height of interior walls. 6. Locate additional blocking to support finishing materials, fixtures, specialty items, and trim. C. Subflooring: 1. Sheathing Subflooring: a. Contractor has option of using either a nail-down system or a glue/nail-down system. b. Follow recommendations of APA. c. Install with face grain perpendicular to joists with end joints supported on joists. d. Allow 1/8 inch space between end joints and edge joints. e. Stagger end joints. D. Nailers, Blocking, and Sleepers: 1. Install wood, nailers, blocking, and sleepers where shown and where required for attachment of other work. 2. Form to shapes as shown and cut as required for true line and level of work to be attached. 3. Coordinate location with other work involved. 4. Attach to substrates as required to support applied loading. 5. Countersink bolts and nuts flush with surfaces. 6. Set sleepers on chairs before concrete placement. END OF SECTION 06 10 00 Baugh House Architectural Woodwork Andrews & Anderson Architects, PC 06 40 00 - 1 SECTION 06 40 00 ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood stairs and railings. B. Related Sections: 1. Section 09 90 00: "Painting and Coating." 1.2 REFERENCES A. Architectural Woodwork Institute (AWI) Quality Standards, current edition. 1.3 SUBMITTALS A. Product Data: For each type of product and process specified and incorporated into items of architectural woodwork during fabrication, finishing, and installation. B. Samples: 1. Submit samples in sets of two or more, illustrating possible range of natural characteristics in species selected for approval. 2. Solid wood: Pine (#1 Grade) C. Shop Drawings: 1. Submit to Architect for review on all Work in this Section. 2. Show in large scale construction of various parts of work; methods of joinery; profiles of moldings; provisions for assembly and installation; methods of reinforcement, anchorage, and support, and blocking requirements for support (within walls). 3. Scale and detail as per AWI Appendix. 1.4 QUALITY ASSURANCE A. Quality Standard: 1. Work in this Section shall comply with specified Grade(s) of Work and Sections(s) of current edition of Architectural Woodwork Institute Quality Standards and comply with specific standards included in this specification. 2. Perform work in accordance with AWI Custom 3. Woodwork manufacturers shall be certified by AWI Quality Certification Program as competent to perform Work specified. 4. Certification shall be evidenced through application of AWI Quality Certification labels and/or issuance of an AWI letter of certification for project. B. Qualifications: 1. Contractors and their personnel engaged in Work shall be able to demonstrate successful experience with work of comparable extent, complexity, and quality to that shown and specified. Architectural Woodwork [ Project Name ] 06 40 00 - 2 Andrews & Anderson Architects PC 2. As documentation, manufacturer shall submit neutral Prequalification Form found in Appendix to AWI Quality Standards, current edition. 3. Manufacturer shall be a member in good standing of Architectural Woodwork Institute. C. Intent and Control Sample: Work in this Section is intended to meet "Test of Time," to be used for many decades, excepting ordinary wear of finish, vandalism or willful destruction. 1.5 DELIVERY, STORAGE, AND HANDLING A. Do not deliver or install woodwork until building is enclosed; wet work is complete; HVAC system is operating and maintaining temperature; relative humidity at occupancy levels during remainder of construction period; or until painting and similar operations that could damage, soil, or deteriorate woodwork have been completed in installation areas. B.. Protect units from moisture damage according to AWI Quality Standards, Section 1700, Installation. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify that field measurements are as indicated on shop drawings. PART 2-PRODUCTS 2.1 WOODWORK FABRICATORS A. Fabricators: Subject to compliance with requirements, provide Work in this Section by a pre- approved fabricator. 2.3 MATERIALS A. Wood: 3. Hardwood Lumber: AWI Custom Grade, Pine species, rift sawn, moisture content of 10 - ---percent; with plain sawn grain, of quality suitable for transparent finish. 4. Moisture Content: Comply with requirements of referenced quality standard for moisture content of Work in this Section in relation to relative humidity conditions existing during time of fabrication and in installation areas; 10 percent for interior work and 19 percent for exterior work (AWI 100-5-11) 5. Fire Treated Materials and Locations: Treat those items required to be treated by authorities having jurisdiction over Work, and those items indicated as "Fire Retardant Treated Wood". 2.4 FABRICATION A. Interior Woodwork: 1. Quality Standard: AWI Quality Standards, Premium Grade unless otherwise shown or noted. 2. Solid Wood Species: Pine (#1 Grade) 4. When necessary to cut and fit standing and running trim on site, provide materials with ample allowance for cutting. B. Shop Fabrication: 1. Complete fabrication, including assembly, finishing, and hardware application, before shipment to project site to maximum extent possible. Baugh House Architectural Woodwork Andrews & Anderson Architects, PC 06 40 00 - 3 2. Disassemble components only as necessary for shipment and installation. 3. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 2.9 FINISHING A. Sand work smooth and set exposed nails and screws. B. Apply wood filler in exposed nail and screw indentations. C. Finish work in factory in accordance with AWI Quality Standards - Section 1500 Systems. D. Finish work to meet AWI Custom Quality Standard. PART 3-EXECUTION 3.1 EXAMINATION A. Field Measurements: Make all required measurements in field to ensure proper and adequate fit of architectural woodwork items. B. Inspection: 1. Prior to all work of this Section, carefully inspect installed work of all other trades and verify that all such work is complete to point where fabrication and installation of work of this Section may properly commence. 2. Verify that architectural woodwork may be fabricated and installed in complete accordance with original design, accepted Shop Drawings, and reference. C. Discrepancies: 1. In event of discrepancy, immediately notify Architect. 2: - Do not proceedwith installation in areas of discrepancy until all such discrepancies have been fully resolved. D. Verify adequacy of backing and support framing. E. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work. 3.2 PREPARATION A. Condition woodwork to average prevailing humidity conditions in installation areas before installing (this is critical for out of state manufacturers). B. Before installing architectural woodwork, examine shop-fabricated work for completion and complete work as required, including back priming and removal of packaging. 3.3 INSTALLATION AND WORKMANSHIP A. General: 1. Install work in accordance with AWI Custom Quality Standard. Architectural Woodwork [ Project Name 06 40 00 - 4 Andrews & Anderson Architects PC 2. Set and secure materials and components in place, plumb and level. 3. Scribe work abutting other components, with maximum gaps of 1/16 inch; do not use additional overlay trim to conceal larger gaps. 4. Countersink anchorage devices at exposed locations; conceal with solid wood plugs of species to match surrounding wood; finish slush with surrounding surfaces. 5. Back prime all concealed surfaces. 6. Screws: a. Select material, type, size, and finish required for each use. b. Comply with ASME B 18.6.1 for applicable requirements. 7. Nails: a. Select material, type, size, and finish required for each use. b. Comply with FS FF-N-105 for applicable requirements. 8. Anchors: a. Select material, type, size, and finish required for each substrate for secure anchorage. b. Provide nonferrous metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. c. Provide toothed steel or lead expansion bolt devices for drilled-in-place anchors. B. Finishing Work: 1. Complete finishing work specified in this Section to extent not completed at shop or before installation of woodwork. 2. Fill nail holes with matching filler where exposed. 3. Apply specified finish coats, including stains and paste fillers, if any, to exposed surfaces where only sealer/prime coats were applied in shop. 3.4 ADJUSTING AND CLEANING A. Repair damaged and defective woodwork where possible to eliminate functional and visual defects where not possible to repair, replace woodwork. B. Adjust joinery for uniform appearance. C. Clean woodwork on exposed and semi-exposed surfaces. D. Touch up shop applied finish to restore damaged or soiled areas. 3.5 PROTECTION A. Provide final protection and maintain conditions in a manner acceptable to fabricator and installer that will ensure woodwork is without damage or deterioration at time of Substantial Completion. 3.6 CLEANING A. Clean work under provisions per Division 1. 3.7 FINAL INSPECTION AND CLOSE OUT A. Completely check each installed item and adjust for proper operation prior to final inspection and acceptance by Architect, Baugh House Andrews & Anderson Architects, PC Architectural Woodwork 064000-5 END OF SECTION 06 40 00 Baugh House Andrews & Anderson Architects, PC Thermal Insulation 07 21 00 - 1 SECTION 07 21 00 THERMAL INSULATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Board insulation. 2. Blanket insulation. B. Related Sections: 1. Section 03 30 00: "Cast-In-Place Concrete." 2. Section 06 10 00: "Rough Carpentry." 1.2 REFERENCES A. "Advanced Energy Design Guide for Small Office Buildings," ASHRAE 2004. 1.3 DEFINITIONS A. Thermal Resistance: Where thermal resistance of insulation products is designated by "R-Values," they represent reciprocal of thermal conductivity (K-Values). B. Thermal Conductivity: Rate of heat flow through a homogenous material exactly 1 inch thick. C. Thermal Resistance: Expressed by temperature difference in degrees F between two exposed faces required to cause one BTU to flow through one square foot per hour at mean temperatures indicated. 1.4 SYSTEM DESCRIPTION A. Performance Requirements: Excerpt from ASHRAE Advamced Energy Design Guide for Small Office Buildings - 2004: THERMAL PROPERTIES R-Value Table Zone 4' Zone 5' Zone 63 Zone 74 Roof Above Deck R-205 R-205 R-205 R-205 Metal Bldg. R-13+R-19 R-13 +R-19 R-13+R-19 R-13+R-19 Attic R-38 R-38 R-38 R-60 Single Rafter R-38 R-38 + R-55 R-38 + R-55 R-38 + R-105 Walls Mass R-11.45 R-11.45 R-11.4 R-15.25 Metal Bldg. R-13 R-13 + R-13 R-13 + R-13 R-13 + R-13 Steel Framed R-13 + R-7.5 R-13 + R-7.5 R-13 + R-7.55 R-13 + R-7.5 Wood Framed R-13 R-13 + R-3.85 R-13 + R-3.85 R-13 + R-7.55 Below Grade R-7.5 R-7.55 R-7.55 Thermal Insulation Baugh House 07 21 00 - 2 Andrews & Anderson Architects, PC R-Value Table Zone 4' Zone 5' Zone 6s Zone 7° Floors Mass R-3.85 R-10.45 R-10.45 R-12.5' Steel Framed R-30 R-30 R-30 R-38 Wood Framed R-30 R-30 R-30 R-30 Slabs Unheated R-10 (24") R-15 (24") Heated R-7.5 (24") R-10 (36") R-10 (36") R-15 Full Slab 1. Zone 4 - SouthEast Colorado. 2. Zone 5 - NorthEast Plains. Denver. Western Sloae. 3. Zone 6 - NorthWest Colorado, Sangre de Cristos. 4. Zone 7 - Rocky Mountain. 5. Continuous, unbroken line of insulation. 6. Exception where duct is exposed in occupied space 1.5 SUBMITTALS A. 1.6 Submit product data for each type of insulation product specified. QUALITY ASSURANCE A. Provide insulation materials identical to those whose indicated fire performance characteristics have been determined per ASTM test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. B. Identify products with appropriate markings of applicable testing and inspecting organization. 1. Surface Burning Characteristic: ASTM E 84. 2. Fire Resistance Ratings: ASTM E 119. 3. Combustion Characteristics: ASTM E 136. C. Obtain each type of building insulation from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of Work. D. Provide labor, materials, products, equipment, and services to install insulation systems that maintain effective control of air, moisture, and heat transfer within building envelope. 1.7 DELIVERY, STORAGE, AND HANDLING A. Handling and Storage: 1. Comply with manufacturer's recommendation for handling and storage. 2. Store inside in a dry location. B. Protection: 1. Comply with manufacturer's recommendation for protection during installation. 2. Protect insulation materials from physical damage and from deterioration by moisture, soiling, and other sources. 3. Protect plastic insulation as follows: a. Do not expose to sunlight, except to extent necessary for period of installation and concealment. b. Protect against ignition at all times. c. Do not deliver plastic insulating materials to project site ahead of installation time. Baugh House Thermal Insulation Andrews & Anderson Architects, PC 07 21 00 - 3 d. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Rigid Insulation: 1. ACFoam Polyiso Insulation. 2. ACH. 3. Amoco Foam Products Co. 4. CertainTeed Corp. 5. DiversiFoam Products. 6. Dow Building Materials. 7. hisulfoam. 8. Knauff Insulation. 9. Koppers. 10. Manville: Building Insulations Div., Manville Sales Corp. 11. Owens/Coming Fiberglas Corp. 12. UC Industries, Inc. B. Batt Insulation: 1. CertainTeed Corp. 2. Manville: Building Insulations Div., Manville Sales Corp. 3. -Owens/Corning Fiberglas Corp. 2.2 MATERIALS A. Provide insulating materials that comply with requirements and with referenced standards. B. Extruded Expanded Polystyrene (XEPS): 1. ASTM C578, Type IV. 2. Rigid foam insulation, closed-cell, blown with a Montreal Protocol complaint (CFC-Free) material. 3. Maximum Flame Spread Index: 75. 4. Refer to Rigid Foam Plastic Insulations Table below. C. Batt Insulation: 1. Fiberglass Blankets: a. ASTM C655, Type I, unfaced. b. Fibers manufactured from glass, slag wool, or rock wool. c. Flexible glass fiber insulation produced by combining glass fibers with thermosetting resin binders, comply with ASTM C 553, Class B-4, and ASTM C 612, Class 1; formaldehyde- free binder content. d. Nominal Density: 1.5 PCF minimum, and 1.65 PCF maximum. e. R-Value: 4.13 at 75 degrees F (23.9 deg Q. f. Maximum Flame Spread Index: 25. g. Smoke Developed: 50. PART 3 - EXECUTION 3.1 EXAMINATION Thermal Insulation Baugh House 07 21 00 - 4 Andrews & Anderson Architects, PC A. Examine substrates and conditions with Installer present, for compliance with requirements of Specification Sections in which substrates and related work are specified and to determine if other conditions affecting performance of insulation are satisfactory. B. Do not proceed with installation of insulation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: 1. Comply with manufacturer's instructions for particular conditions of installation in each case. 2. If printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with work. 3. Extend insulation as shown over entire area to be insulated. Hold batt insulation back 1/2" from wood lath to allow for plaster keying. 4. Cut and fit tightly around obstructions, and fill voids with insulation. 5. Remove projections which interfere with placement. 6. Apply a single layer of insulation of required thickness, unless otherwise required to make up total thickness. Install insulation or insulating sealant at exterior door and window shim voids. B. Rigid Insulation: 1. Perimeter Foundation and Under-Slab Insulation: a. Clean foreign material from foundation wall surface. b. On vertical surfaces, set units in adhesive recommended and applied in accordance with manufacturer's instructions. c. Protect insulation on vertical surfaces from damage during backfilling by application of one of types of protection course materials recommended by insulation manufacturer. d. Protect top surface of horizontal insulation (from damage during concrete work) by application of one of types of protection course materials recommended by insulation manufacturer. 3. Masonry Cavity-Wall Insulation: a. Press courses of board insulation between wall ties and other confining obstructions in cavity. b. Butt edges both ways so all joints are tight. c. Press units firmly against inside of wythe of masonry or other construction as shown. d. Wedge insulation from outside wythe of construction with small fragments of masonry materials. e. Seal joints between closed-cell (non-breathing) insulation units by applying mastic or sealant, of type recommended by manufacturer, to edges of each unit to form a tight seal as units are shoved into place. f. Fill voids in completed installation with mastic or sealant. C. Batt Insulation: 1. Install insulation units in strict accordance with manufacturer's printed instructions. 2. If no specific method is indicated, bond units to substrate with mechanical anchorage, to provide permanent placement and support of units. 3. Do not obstruct ventilation spaces. 3.3 CLEANING Baugh House Thermal Insulation Andrews & Anderson Architects, PC 07 21 00 - 5 A. Remove all debris from insulation work from site at end of each work day. B. Do not allow debris to accumulate. 3.4 PROTECTION A. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other causes. B. Provide temporary coverings or enclosures where insulation will be subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 07 21 00 Baugh House Andrews & Anderson Architects, PC Joint Sealants 079200-1 SECTION 07 92 00 JOINT SEALANTS PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Elastomeric joint sealants. 2. Rigid joint sealants. B. Related Sections: 1. Section 03 31 00: "Cast-In-Place Concrete." 1.2 SYSTEM DESCRIPTION A. Provide eastomeric joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. B. Provide joint sealants for interior applications that have been produced and installed to establish and maintain airtight continuous seals that are water resistant and cause no staining or deterioration ofjoint substrates. 1.3 SUBMITTALS A. Product Data: Unless otherwise indicated, submit product data for each type of product provided under work of this Section. 1.4 QUALITY ASSURANCE A. Engage an experienced Installer who has completed joint sealant applications similar in material, design, and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multi-component materials. B. Store and handle materials in compliance with manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.6 PROJECT CONDITIONS A. Environmental Conditions: Do not proceed with installation of joint sealants under following conditions: 1. When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer. 2. When ambient and substrate temperature conditions are outside limits permitted by joint Joint Sealants Baugh House 07 92 00 - 2 Andrews & Anderson Architects, PC sealant manufacturer or below 40 degrees F. 3. When joint substrates are wet. B. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than or greater than allowed by joint sealant manufacturer for application indicated. C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with their adhesion are removed from joint substrates. D. Install sealants at substrate temperatures as near as possible to 55 degrees F. to help balance extension and compression of sealants in exterior working joints. 1.7 SEQUENCING AND SCHEDULING A. Sequence installation of joint sealants to occur not less than twenty-one nor more than thirty days after completion of waterproofing. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Provide materials as manufactured by following: 1. Backer Rod Manufacturing and Supply Company, Denver, Colorado. 2. Dow Chemical Company, Midland, Michigan. 3. Dow Corning Corporation, Midland, Michigan. 4. General Electric Company, Waterford, New York. 5. Pecora Corporation, Harleysville, Pennsylvania. 6. Sika Chemical Corporation, Lyndhurst, New Jersey. 7. Sonnebom-Contech, Minneapolis, Minnesota. 8. Tremco, Cleveland, Ohio. 9. Williams Products, Inc., Troy, Michigan. 2.2 MATERIALS A. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. B. Joint Fillers: 1. ASTM, Type A, rod stock closed cell polyethylene foam, closed cell neoprene foam, or open cell urethane foam, recommended by sealant manufacturer for compatibility with sealant. 2. Polyethylene: Ethafoam SB, as manufactured by Dow Chemical Company. 3. Neoprene: Neocord, as manufactured by Williams Products. 4. Urethane: Denverfoam, as manufactured by Backer Rod Manufacturing and Supply. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant performance. Baugh House Joint Sealants Andrews & Anderson Architects, PC 07 92 00 - 3 B. Do not proceed with installation of joint sealants until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Joint Surface Cleaning: I . Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealant manufacturer. 2. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 3. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. 3.3 INSTALLATION A. Install joint filler to full depth of concrete, isolating concrete from perimeter exterior and interior wall members. 3.4 PROTECTION A. Protect joints during and after installation from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. END OF SECTION 07 92 00 Baugh House Andrews & Anderson Architects, PC Wood Panel Door Restoration 08 0136.91 - 1 SECTION 08 0136.91 WOOD PANEL DOOR RESTORATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Repair existing wood panel doors, frames and hardware. 2. Replace missing or deteriorated wood members. 3. Replicate existing door at new door locations. 4. Provide new hardware to match historic. B. Related Sections: 1. Section 06 0140.91: "Architectural Woodwork Restoration." 2. Section 09 90 00: "Painting and Coating." 1.2 QUALITY ASSURANCE A. Restoration Specialist: Work shall be performed by a firm having not less than five years of successful experience in comparable window restoration and employing personnel skilled in window restoration processes and operations indicated. B. Contractor shall be fully conversant with Secretary of the Interior's "Standards for the Rehabilitation of Historic Buildings" and attendant preservation briefs associated with wood doors and trim restoration. 1.3 SUBMITTALS A. Product Data: Wood epoxy. B. Samples: 1. 6-inch long samples of all proposed new or replacement parts to indicate profile, wood species and finish. 2. Replacement and new hardware. 1.4 WARRANTY A. All products should carry a one-year warranty for quality of workmanship. B. All components that warp, twist or break shall be replaced if defect develops within one year of initial installation. PART2-PRODUCTS 2.1 MATERIALS A. Wood Panel Doors: 1. Stiles and Rails: Yellow pine, or match existing, no finger jointed wood is permissible. 2. Wood Stops: Yellow pine or to match existing. 3. Wood kiln dried to moisture content no greater than 12 percent at time of fabrication. Wood Panel Door Restoration Baugh House 08 0136.91 - 2 Andrews &Anderson Architects, PC a. Water repellent, preservative treated in accordance with ANSI/NWWDA I.S.4. b. Corners: Slot and tenon. c. Shop primed. 4. Hardware a. Provide new hardware to A.D.A. and building code requirements. b. Replace damaged and unusable hardware. PART 3 - EXECUTION 3.1 PREPARATION A. Brush and clean all surfaces to determine extent of deterioration of surrounding wood. B. Wood that has decayed slightly shall be wire brushed to open grain to expose solid material. C. If open grain height exceeds 1/16 inch, fill prior to painting. D. Wood that has decayed further shall be cut and patched or replaced with wood that matches existing profile and species. E. No finger jointed wood shall be allowed. F. Based on surface integrity, an epoxy filler designed to move with wood may be used. G. Spackling putty or simple wood putty is not acceptable. H. A smooth, flat, finished-like-new surface is not desired. 1. An aged (but not gouged or pitted) appearance is preferred. J. Open grain shall be primed and painted or shall be filled prior to painting, 3.2 REMOVAL/REPAIR A. Repair Existing Frames and Door ht Place: I. Remove lead based paint per EPA, OSHA and State Health regulations which will allow for full inspection of all components. 2. Repair doors and frames with epoxy fillers per Section 06 01 40.91, "Architectural Woodwork Restoration," or provide new wood parts as needed. 3. All joints should minimize use of glue and should be pinned with wood dowels. 4. After frame is repaired, prime surface. . B. Wood Stops: 1. Remove damaged interior wood stops in such a way as to keep breakage to a minimum. 2. Replace damaged pieces with exact duplicates as determined after removal. C. Hardware: Adjust/repair existing hardware to return to operable condition. 3.3 INSTALLATION A. Install new panel doors, frames and hardware to match existing where indicated. Baugh House Andrews & Anderson Architects, PC Wood Panel Door Restoration 08 0136.91 - 3 3.4 ADJUST AND CLEANING A. Adjust doors to work freely within frame and hardware to function properly. B. Re-adjust at completion of project as directed. 3.5 PROTECTION A. Cover doors and frames during spray painting or other construction operations that might cause damage. END OF SECTION 08 0136.91 ~9 l Baugh House Andrews & Anderson Architects, PC Wood Window Restoration 08 0152.91 1 SECTION 08 0152.91 WOOD WINDOW RESTORATION PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior window rehabilitation B. Related Sections: 1. Section 06 0140.91: "Architectural Woodwork Restoration." 2. Section 09 90 00: "Painting and Coating." 1.2 QUALITY ASSURANCE A. Restoration Specialist: Work shall be performed by a firm having not less than five years of successful experience in comparable window restoration and employing personnel skilled in window restoration processes and operations indicated. B. Contractor shall be fully conversant with Secretary of the Interior's "Standards for the Rehabilitation of Historic Buildings" and attendant preservation briefs associated with wood window restoration. 1.3 SUBMITTALS A. Samples: 1. Replacement and new hardware. B. Mock-Up 1. One, fully-restored window. 1.4 WARRANTY A. All products should carry a one-year warranty for quality of workmanship. B. All components that warp, twist or break shall be replaced if defect develops within one year of initial installation. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Cotton sash cord: B. Weatherstripping: 1. Resource Conservation Technology, Baltimore, MD, (410) 366-1146. C. Miscellaneous Window Hardware/Parts: 1. Architectural Resource, Northwood, NH, www.aresource.com. 2.2 MATERIALS Wood Window Restoration Baugh House 08 01 52.91 - 2 Andrews &Anderson Architects, PC A. Wood Windows 1. Sash, Trim and Frame Parts: Clear pine, no finger jointed wood is permissible. 2. Replacement Sills: match existing. 3. Wood Stops: Clear pine. 4. Hardware and Centerweights a. Match existing. b. Weatherstripping (by RCT or Pemco): V-shape, copper along side rails and silicon bulb- type (sized for gaps) at check and bottom rails. (Note: Weatherstripping shall be installed at operable windows only). PART 3 - EXECUTION 3.1 PREPARATION A. Remove all window coverings prior to starting any work. B. Brush and clean all surfaces to determine extent of deterioration of surrounding wood. C. Wood that has decayed slightly shall be wire brushed to open grain to expose solid material. D. If open grain height exceeds 1/16 inch, fill prior to painting. E. Wood that has decayed further shall be cut and patched or replaced with wood that matches existing profile and species. F. No finger jointed wood shall be allowed. G. Based on surface integrity, an epoxy filler designed to move with wood may be used. H. Spackling putty or simple wood putty is not acceptable. A smooth, flat, finished-like-new surface is not desired. J. An aged (but not gouged or pitted) appearance is preferred. K. Open grain shall be primed and painted or shall be filled prior to painting, 3.2 REPAIR A. Repair of Existing Sash hi Place: 1. Remove lead based paint per EPA, State Health and OSHA regulations. 2. Remove and dispose of any broken glazing. 3. Repair sash with epoxy fillers per Section 06 01 40.91, "Architectural Woodwork Restoration," or provide new wood parts as needed. 4. All joints should minimize use of glue and should be pinned with wood or steel dowels. 5. Note: a. Restore operability to all windows. 6. After sash is repaired, prime it on exterior and interior surface. 3.3 INSTALLATION Baugh House Andrews & Anderson Architects, PC Wood Window Restoration 08 0152.91 - 3 A. Install new parting stop with appropriate weather-stripping on stop or jamb. B. Pulleys: I. Install rope pulleys that have been cleaned and greased. 2. Use best two if pulleys were also used at upper sash on each opening. 3. Replace if repairs are not possible. 4. Remove and replace old ropes with new rope. 5. Note that size must match existing. 6. Knot and fasten as original. C. Install lower sash with new weather stripping at check and bottom rail. D. Install interior storm sash to allow for easy operation but tight enough for a good weather seal. E. Re-install interior parting stop. F. Re-install all hardware, sash lifts and locks and adjust as needed for operation. G. Install hardware. 3.4 ADJUST AND CLEANING A. Adjust operable sash to work freely with hardware functioning properly. B. Re-adjust at completion of project as directed. C. Leave windows in a job clean condition. 3.5 PROTECTION A. Cover windows during spray painting or other construction operations that might cause damage. END OF SECTION 08 0152.91 Baugh House Andrews & Anderson Architects, PC Painting and Coating 09 90 00 - 1 SECTION 09 0120.91 PLASTER RESTORATION PART 1-GENERAL 1.1 SUMMARY A. Section Includes: 1. htterior plaster patching that duplicates existing in strength, composition, color, and texture. 2. Interior plaster. 3. Confirmation of plaster composition. B. Related Sections: 1. Section 09 90 00: "Painting and Coating." 1.2 REFERENCES A. PCA (Portland Cement Association) Plaster Manual. B. ANSUASTM C28 - "Standard Specification for Gypsum Plasters." C. ANSUASTM C842 - "Application of Interior Gypsum Plaster." D. Allowable tolerances: Match adjacent surfaces with respect to warp and irregularity. 1.3 SUBMITTALS A. Where prior approval of cutting and patching is required, submit proposed procedures to Owner's Representative for this work well in advance of time when work will be performed. B. Product Data and replication Plaster Mix. Submit product data and proposed replication plaster mix. D. Field Mock-ups. Prior to beginning work prepare a mock-up field sample for each type of plaster repair. The approved sample shall meet of exceed the level of craftsmanship as exhibited in the mock up installation. Mock up will serve as a standard for acceptable technique and appearance for all plaster repair work. 1.4 JOB CONDITIONS A. Maintain uniform temperature of not less than 55 degrees in areas to be plastered. Distribute heat uniformly and provide natural ventilation to properly dry plaster during and after application. Comply with the requirements of the ANSI standards. Use of salamanders will not be permitted. 1.5 QUALITY ASSURANCE A. Restoration Specialist: The Contractor or Subcontractor(s) performing the work of this Section must have a minimum of three (3) consecutive years of experience and during that time have successfully completed at least two (2) projects of similar cost, type and scope to the work required Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 - 2 by this Section. 1. Workers shall be carefully supervised to ensure that the work is accomplished to meet or exceed the highest standards of the trade. B. Remove and replace work judged by Owner's Representative to be cut and patched in a visually unsatisfactory manner. G. Perform Work in accordance with PCA (Portland Cement Association) Plaster Manual. H. Mock-Ups: Provide 24 inches by 24 inches areas for project standard of repair and finish. Locate mock-up panels in locations approved by Owner's Representative. Mock up in situ. PART2-PRODUCTS 2.1 MATERIALS A. General: 1. Use materials that match existing adjacent surfaces to fullest extent possible with regard to visual effect if identical materials are not available, or cannot be used. 2. List of products below is to indicate possible products to be used in work, provided they possess like physical and functional characteristics to historic plaster. B. Lime. D. Synthetic color pigments. D. Aggregate: coarse and fine aggregates per ASTM C-144. E. Water: Clean, fresh, potable and free of matter which can affect plaster. F. Bonding Agent: ANSUASTM C631, type recommended for bonding plastering to wood lath. G. Plaster Mix Reinforcement: organic fibers, 1/2 inch nominal length, alkali resistant. H. Lath: 1. Shall be salvaged and new wood lath. 2.2 PLASTER MIXES A. Mix and proportion plaster materials in the following proportions (or follow plaster analysis to match historic): 1. Scratch and Brown coats: 1 part lime putty/3 parts aggregate (match gradation of existing plaster aggregates). 2. Top coats: 3 parts lime putty/2 parts finer aggregate/color pigment. B. Water: Mineral free, potable and free of acids and alkalis which could discolor or otherwise adversely affect plaster. I PART 3-EXECUTION Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 - 3 3.1 EXAMINATION A. Verify that surfaces to be cut and patched and conditions under which work is to be performed. B. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding with work. 3.2 PREPARATION A. Provide temporary support to work to be cut to prevent failure. B. Provide adequate protection of other work during cutting and patching to prevent damage. C. Cutting and Removal: 1. Use methods that are least likely to damage work to be retained or adjoining work. 2. Use hand or small power tools designed for sawing or grinding, not hammering and chopping where cutting and/or removal is required. D. Removing Existing Plaster and Wood Lath: 1. Remove all plaster and wood lath down to bare studs. 2. Salvage wood lath that is capable of reuse and spanning stud cavities. 3.3 INSTALLATION A. Coordinate plaster work with installation of electrical and insulation work. B. Install wood lath on stud walls, tight and secure. Verify that keying space is uniform and maintained. D. Plaster Application: 1. Mix only as much plaster as can be used in one and one-half to two hours. 2. Any remaining mortar should be discarded; it should not be re-tempered. 3. Do not over-mix plaster mortar. 4. Apply plaster in accordance with manufacturer's instructions. 5. Use a bonding agent when repairing hairline cracks. 6. First scratch coat should be applied to wood lath in a thickness that corresponds to original, if extant, or generally about 1/4 inch to 3/8 inch. 7. Scratch or crosshatch scratch coat with a comb to provide a key to hold second coat. 8. Allow first coat to dry before applying second coat. 9. Apply second coat with about same thickness as first; total thickness of first two coats should be generally about 5/8 inch maximum. 10. Roughen second coat using a wood float with a nail protruding to provide a key for final or finish coat. 11. Apply finish coat with about a 1/4 inch thickness after previous coat has initially set. 12. Work finish coat to match texture of original plaster. 13. Keep new plaster area damp, at approximately 90 percent humidity for a period of forty-eight to seventy-two hours. 14. Cover plaster to provide shade in but weather. Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 - 4 3.4 CLEANING A. Clean unpainted plaster using a low-pressure water wash, supplemented by scrubbing with soft natural bristle brushes, and possible non-ionic detergents. B. Thoroughly clean areas and adjacent spaces soiled due to work performed or used as access to work. 3.5 WETTING AND CURING A. Base Coat: Leave base coat moist for 48 hours, then allow base coat to dry properly, according to manufacturer's directions, prior to installing finish coat. B. Finish Coat: Dampen surface of base coat to obtain uniform suction immediately before applying finish coat. Allow surface to cure to a maximum moisture content of 16% prior to painting. After proper cure, paint plaster as specified in Section 099000, "Painting and Coating." If finish coat has been drying for less than three weeks, test moisture content in the presence of the Owner's Representative to confirm readiness for painting. END OF SECTION 09 0120.91 Baugh House Andrews & Anderson Architects, PC PART1-GENERAL 1.1 SUMMARY Wood Flooring 096400-1 SECTION 09 64 00 WOOD FLOORING A. Section Includes: 1. Wood strip and plank flooring. 1.2 SUBMITTALS A. Product Data: Manufacturer's installation instructions and recommendations. B. Samples: Two panels, 12 inches by 12 inches in size illustrating flooring materials, finish, color and sheen. C. Maintenance Instructions: Include recommended cleaning methods, cleaning materials, stain removal methods, and polishes and waxes. 1.3 QUALITY ASSURANCE A. Comply with recommendations of Oak Flooring Institute/NOFMA Grading Rules, latest edition, Hardwood Flooring Installation Manual, and Finishing and Refinishing Manual, latest edition. 1.4 PROJECT CONDITIONS A. Before delivering flooring to installation site, ensure that spaces are enclosed and well-ventilated and that humidity is at approximate level for occupancy. B. Maintain ambient temperatures at approximate levels for occupancy from five days before delivery of flooring through completion of finishing. C. Until final acceptance of building, maintain minimum temperature of 50 degrees F 1.5 MAINTENANCE A. Extra Materials: Minimum of 1 percent extra stock of flooring, in manufacturer's original, unopened packaging. PART2-PRODUCTS 2.1 MANUFACTURERS A. An equivalent product from an approved manufacturer. 2.2 MATERIALS A. Wood Strip and Plank Flooring: 1. Species: Match existing spaces, size, grain, pattern and profiles. 2. Moisture Content: 6 To 9 percent. Wood Flooring Baugh House 0964 00 - 2 Andrews & Anderson Architects, PC 3. Actual Thickness: 3/4 inch. 4. Actual Width: Existing. 6. Length: Manufacturer's standard random lengths. 7. Edge: Existing tongue and groove with square edge or square edge (plank). 8. End: Square. 2.3 ACCESSORIES A. Nails: Type recommended by flooring manufacturer. 2.4 FINISHES A. Floor Finish: Penetrating, wood-hardening finish, recommended by flooring manufacturer. 1. Minwax water based polyurethane or approved equal PART 3-EXECUTION 3.1 EXAMINATION AND PREPARATION A. Verify that substrate surfaces are appropriately finished flat to plus or minus 3/16 inch in 10 feet. B. Broom clean substrate and ensure surface is free of oil, grease, dust and foreign substances. C. Use latex filler to patch cracks, small holes, and to achieve minor leveling. 3.2 INSTALLATION A. Create a balanced mix of existing/salvaged and new to match existing. Minimize lengths under 4 feet. B. Lay out strips, per drawings. C. Nail flooring in accordance with NOFMA recommendations. D. Leave minimum 1/32-inch per foot of room width or length expansion spaces at edge of room. E. Provide divider strips at centerline of door openings and where flooring terminates with other floor areas. 3.3 FLOOR FINISH A. Sand to smooth finish using minimum of three grades of sandpaper. B. Thoroughly clean all room surfaces. C. Vacuum floor completely free from fine dust. D. Apply one coat of sealer following manufacturer's directions. r E. When sealer is dry, apply two coats of clear floor finish. Sand in between coatings. Baugh House Wood Flooring Andrews & Anderson Architects, PC 09 64 00 - 3 F. Protect floor until final inspection. END OF SECTION 09 64 00 Baugh House Andrews & Anderson Architects, PC Painting and Coating 09 90 00 - 1 SECTION 09 90 00 PAINTING AND COATING PART1-GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior paint. B. Field Painting: Includes exposed sheet metal, bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment, including electrical panel covers/doors in finished spaces, including fire extinguisher cabinets. C. Painting is not required on pre-finished items including following factory-finished components: 1. Finished mechanical and electrical equipment. 2. Concealed surfaces. 3. Moving parts of operating equipment, such as: a. Valve and damper operators. b. Linkages. c. Sensing devices. d. Motor and fan shafts. 4. Labels: Do not paint over Underwriters Laboratories, Factory Mutual or other code-required labels or equipment name, identification, performance rating, or nomenclature plates. D. Related Sections: 1. Section 03 30 00: "Cast-In-Place Concrete." 2. Section 06 40 00: "Architectural Woodwork." 3. Section 08 14 00: "Wood Doors." 4. Section 09 01 20.91: "Plaster Restoration." 1.2 A. EPA-Method 24. 1.3 SUBMITTALS A. Product Data: 1. Submit manufacturer's data sheets on each painting and coating product shall include: a. Manufacturer's catalog number and general classification. b. Product characteristics. c. Surface preparation instructions and recommendations. d. Primer requirements. e. Finish specifications. f Storage and handling requirements and recommendations. g. Application methods. h. Cautions. Painting and Coating Baugh House 09 90 00 - 2 Andrews & Anderson Architects, PC 2. List each material and cross-reference specific painting, coating, and finish system. B. Samples: 1. Selection Samples: Submit a complete set of color chips that represent full range of manufacturer's color samples available. 2. Verification Samples: For each finish product specified, submit 12" x 12" samples that represent actual product, color, and sheen. 1.3 QUALITY ASSURANCE A. Engage an experienced applicator who has completed painting and coating system applications similar in material and extent to those indicated for Project that have resulted in a construction record of successful in-service performance. B. Provide primers and undercoat painting produced by same manufacturer as finish coats. C. VOC emissions from painting shall not exceed VOC and chemical component limits of Green Seal requirements. D. Mock-Ups: 1. Finish surfaces for verification of products, colors, and sheens shall be 12"x12," minimum. 2. Finish area shall be a minimum of 4 SF and as designated by Owner's Representative. 3. Provide samples that designate prime and finish coats. 4. Do no proceed with remaining work until Architect approves mock-up samples. 1.4 DELIVERY, STORAGE, AND HANDLING A. Delivery: 1. Deliver manufacturer's unopened containers to project site. 2. Packaging shall bear manufacturer's name, label, and following information: a. Product name, type (description). b. Application and use instructions. c. Surface preparation. d. V.O.C. content. e. Environmental issues. f Batch date. g. Color number and name. B. Storage: 1. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 2. Store materials in an area that is within acceptable temperature range, per manufacturer's instruction. 3. Protect from freezing. C. Handling: 1. Maintain a clean, dry storage area, to prevent contamination or damage to painting and coating materials. 2. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. 9 Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 3 ' 1.5 PROJECT/SITE CONDITIONS A. Finish Material Application: 1. Apply finish material when temperature is 50 degrees F. or above. 2. Do not apply exterior materials in damp, rainy weather. 3. Do not apply paint on surfaces in direct sunlight. 4. Apply finishes only when air is free of dust that would speck finish. 5. Do not apply finishes unless moisture content of surfaces, as measured using an electronic moisture meter, are below following maximums: a. Plaster: 12 Percent. b. Interior Wood: 15 Percent. B. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. C. Do not apply painting and coating under environmental conditions outside manufacturer's absolute limits. D. Keep fire hazard to a minimum; remove all oily rags, waste, and other combustibles not in covered metal containers daily from area. 1.6 WARRANTY A. Guarantee painting and coating for one year against becoming unserviceable or objectionable in appearance as a result of being defective or non-conforming. B. Without limiting guarantee scope, work shall be guaranteed not to: 1. Noticeably discolor, flash yellow, streak, bloom, bleach or darken; 2. Change sheen with excessive speed or irregularity; 3. Peel, crack, blister or alligator; 4. Release from the substrate or intermediate coats; 5. Chalk or dust excessively; 6. Stay tacky or become tacky; 7. Mildew. 1.7 MAINTENANCE A. Furnish one quart of each type and color of paint used. B. Maintenance Data: 1. Manufacturer's cleaning instructions for painted surfaces. 2. Final paint schedule, listing manufacturer, product name and /or number, color name and /or number, and locations for each type of paint material. PART2-PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. Benjamin Moore Paints Painting and Coating 09 90 00 4 Baugh House Andrews & Anderson Architects, PC 51 Chestnut Ridge Road, Montvale, NJ 07645 Phone: (201) 573-9600: Fax: (201) 573-9046 www.beniaminmoore.com 2. ICI Dulux Paints 15885 West Sprague Road, Strongsville, OH 44136 Phone: 1-800-984-5444 www.icipaintsstores.com 3. Pittsburg Paints, Inc. One PPG Place, Pittsburg, PA 15272 Phone: 1-888-774-4332 www.ppizideascai)es.com 4. The Sherwin-Williams Company 101 Prospect Avenue NW, Cleveland, OH 44115 Phone: (800) 321-8194; Fax: (216) 566-1392 www. Sherwin-wi l liams. com 2.2 MATERIALS A. Filling Compounds: Use only high quality, non-shrink materials which have been approved. B. Colors: 1. Shall be selected from paint manufacturer's standard colors. 2. Wood doors and frames shall match existing. C. Painting and Coating: 1. Unless otherwise indicated, provide factory-mixed paints and coatings. 2. When required, mix paints and coatings to correct consistency in accordance with manufacturer's instructions before application. 3. Do not reduce, thin, or dilute paints and coatings or add materials to paints and coatings unless such procedure is specifically described in manufacturer's product instructions. 4. For opaque finishes, tint each coat including primer coat and intermediate coats, one-half shade lighter than succeeding coat, with final finish coat as base color. D. Primers: Where manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by manufacturer. 2.3 ACCESSORIES A. Painting and Coating Application Accessories: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required per manufacturer's specifications. 2.4 SURFACES TO BE COATED A. Interior Surfaces to be Painted and Coated: 1. Metal: Handrail and guardrail. 4. Wood: Windows, doors, trim 3. Plaster: Walls, ceilings. Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 - 5 PART 3-EXECUTION 3.1 EXAMINATION A. Do not begin painting and coating application until substrates have been properly prepared. B. Notify Architect of unsatisfactory conditions before proceeding. C. Proceed with work only after conditions have been corrected, and approved by all parties, otherwise application of painting and coating materials will be considered as an acceptance of surface conditions. 3.2 PREPARATION A. Surface shall be dry and in sound condition. B. Remove oil, dust, dirt, loose rust, peeling paint, or other contamination to ensure good adhesion. C. Mildew: 1. Remove mildew before painting by washing with a solution of one part liquid household bleach and three parts of warm water. 2. Apply solution and scrub mildewed area. 3. Allow solution to remain on surface for ten minutes. 4. Rinse thoroughly with clean water and allow surface to dry forty-eight hours before painting. 5. Wear protective glasses or goggles, waterproof gloves, and protective clothing. 6. Quickly wash off any of mixture that comes in contact with your skin. 7. Do not add detergents or ammonia to bleach/water solution. D. Metals Preparation Methods: 1. Copper and Stainless Steel: Remove all oil, grease, dirt, oxide and other foreign material by cleaning per SSPC-SP 2, Hand Tool Cleaning. E. Plaster Preparation Methods: 1. Shall be allowed to dry thoroughly for at least thirty days before painting, unless products are designed to be used in high pH environments. 2. Room shall be ventilated while drying; in cold damp weather, rooms shall be heated. 3. Damaged areas shall be repaired with an appropriate patching material. 4. Bare plaster shall be cured and hard. 5. Textured, soft, porous, or powdery plaster shall be treated with a solution of one pint household vinegar to one gallon of water. 6. Repeat until surface is hard, rinse with clear water and allow to dry. F. Wood Preparation Methods: 1. Wood - Interior: a. All finishing lumber and flooring shall be stored in dry, warm rooms to prevent absorption of moisture, shrinkage, and roughening of the wood. b. All surfaces shall be sanded smooth, with the grain, never across it. c. Surface blemishes shall be corrected and area cleaned of dust before coating. G. WARNING: Painting and Coating Baugh House 09 90 00 - 6 Andrews & Anderson Architects, PC I . Removal of old paint by sanding, scraping or other means may generate dust or fumes that contain lead. 2. Exposure to lead dust or fumes may cause brain damage or other adverse health effects, especially in children or pregnant women. 3. Controlling exposure to lead or other hazardous substances requires use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. 4. For more information, call National Lead Information Center at 1-800-424-LEAD (in US) or contact your local health authority. 3.3 APPLICATION A. Items and Surfaces Not to be Painted: I . Cover and protect finished work and surfaces not to be painted. 2. Use drop cloths of adequate size to protect adjacent areas. 3. Remove hardware, hardware accessories, machines surfaces, plates, lighting fixtures, and similar items in place and not to be painted, or provide surface applied protection. 4. Reinstall removed items when final coat is thoroughly dry. B. Painting and Coating: 1. Apply all coatings and materials in accordance with manufacturer's specifications. 2. Mix and thin coatings according to manufacturer's recommendation. 3. Do not apply to wet or dry surfaces. a. Wait at least thirty days before applying to new concrete or masonry. b. , Or, follow manufacturer's procedures to apply appropriate coatings prior to thirty days. c. Test new concrete for moisture content. 4. Apply coatings using methods recommended by manufacturer. 5. Uniformly apply coatings without runs, drips, or sags, without brush marks, and with consistent sheen. 6. Apply coatings at spreading rate required to achieve manufacturer's recommended dry film thickness. 7. Regardless of number of coats specified, apply as many coats as necessary for complete hide and uniform appearance. 8. Inspection: Coated surface shall be inspected and approved by Owner's Representative just prior to each coat. 9. Do not paint over dirt, rust, scale, grease, moisture, voids and blemishes, or other conditions detrimental to formation of a durable paint film. 10. Apply paint in accordance with manufacturer's directions. 11. Use techniques best suited for substrate and type of material being applied. 12. Secure approval of each coat before proceeding with next. 13. Apply materials evenly without runs, sags, or other defects. 14. Leave trim, edges, and millwork clean and true to details without excess paint in corners or depressions. 15. Make edges of paint adjoining other materials or colors sharp and clean, without overlaps. 16. Paint surfaces behind permanently-fixed equipment or furniture with prime coat only. 17. Finish closets in same colors as adjoining rooms. 18. Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by manufacturer. C. Drying Time: Baugh House Andrews & Anderson Architects, PC 1. Minimum time recommended by manufacturer. 2. Do not apply succeeding coats until undercoat is thoroughly dry. D. Sanding: 1. Lightly sand between coats to ensure that surface finish is smooth to touch. Painting and Coating 099000-7 E. Additional Coats: 1. Apply additional coats when undercoats, stains, or other conditions show through final coat or paint. 2. Final finish shall have uniform color and appearance. F. Existing Surface Preparation for Repainting: I . Where existing work is cut, patched, or added to, paint or touch up all surfaces to match adjacent present work as closely as possible. 2. Prepare existing surfaces to provide good adhesion for paint. 3. Thoroughly clean and degloss by sanding or other means prior to painting. 4. Spot prime patched and bare area with same primer as specified for new work. 3.4 CLEANING A. At end of each work day, remove empty cans, rags, rubbish, and other discarded painting and coating materials from site. B. Paint Spatters: 1. After completing painting, clean glass and paint-spattered surfaces. 2. Remove spattered paint by washing and scraping. 3. Use care to not scratch or damage adjacent finished surfaces. 3.5 PROTECTION A. Protect finished coating from damage until completion of project. B. Touch-up damaged painting and coating after substantial completion, following manufacturer's recommendation for touch-up or repair of damaged coatings. C. Repair any defects that will hinder performance of coatings. D. Provide "Wet Paint" signs to protect newly painted finishes. E. Remove temporary protective wrappings provided by others to protect their work after completing painting operations. 3.6 SCHEDULES A. Manufacturer's Product Equivalency: 1. Manufacturer's catalog names and numbers of paint types in this schedule herein are based on Sherwin-Williams Company products and are standard of quality against which Owner's Representative will judge equivalency. 2. Other manufacturers are noted in these schedules where applicable. 3. Quantity of titanium dioxide, use of clays, aluminum silicate, talc and purity of acrylic materials are a few criteria which will be used by Owner's Representative in determining equivalency of materials. Painting and Coating Baugh House 09 90 00 - 8 Andrews & Anderson Architects, PC B. Painting and Coating Schedule for Interior Surfaces: 1. Metal - Steel, Shop-Primed Handrails and Guardrails. a. Latex Systems- Semi-Gloss Finish: I' Coat: S-W DTM Acrylic Semi-Gloss Coating, B66-200 Series. 2"d Coat: S-W DTM Acrylic Semi-Gloss Coating, B66-200 Series (2 - 4 mils dry per coat). 2. Wood - Walls, Doors, Trim: a. Latex Systems - Semi-Gloss Finish: I't Coat: S-W PrepRite® Classic Primer, B28W 101 (4 mils wet, 1.6 mils dry). 2"d Coat: S-W Duration® Home Semi-Gloss, A98-100 Series. 3`d Coat: S-W Duration® Home Semi-Gloss. A98-100 Series (4 mils wet, 1.4 mils dry per coat). 3. Plaster-Cured, Walls: a. Latex Systems - Eg-ShelFinish: I' Coat: S-W PrepRite® Masonry Primer, B28W300 (7 mils wet, 3 mils dry). 2"d Coat: S-W Duration® Home Latex Satin, B97-100 Series. 3`d Coat: S-W Duration& Home Latex Satin, B97-100 Series (4 mils wet, 1.5 mils dry per coat). 4. Plaster - Cured, Ceilings: a. Latex Systems - Flat Finish: Is' Coat: S-W PrepRite® Masonry Primer, 1328W300 (7 mils wet, 3 mils dry). 2nd Coat: S-W Duration® Home Latex Matte, B96-100 Series. 3`d Coat: S-W Duration® Home Latex Matte, B96-100 Series (4 mils wet, 1.6 mils dry per coat). END OF SECTION 09 90 00 INTERIOR PAINT AND COATING MATERIALS SPECIFIER NOTE: For Green projects, the following tables contain recommended architectural paints and coatings. All of the architectural paints listed in these tables meet Green Seal standard for VOC levels and prohibited ingredients. Legend: g/L = grams per liter of product minus water. VOC = Volatile Organic Compound. All VOC level information was provided by the Manufacturers. The appropriate Green project primer paints, interior paints, and wood coatings should be selected and substituted for the Baugh House Painting and Coating Andrews & Anderson Architects, PC 09 90 00 - 9 STANDARD primer paints, interior paints, and wood coatings listed in the actual substrates. Once the selection and substitution has been completed for this specification section, the follow lists should be deleted from this Section. PRIMER PAINTS Manufacturer Product Name VOC Level g/L Benjamin Moore Fresh Stang Exterior Primer 31 ICI Dulux Paints Lifemaster 2000TM Interior Primer 0 PPG Speedhide® Sealer 41 Sherwin Williams PrepRiteTM B23W300Interior Primer 50 HealthSpec® B 11 W44 Interior Primer 0 PrepRiteTM 200 B28W200 Interior Primer 26 PrepRiteTM Anchor-Bond B51 W50 Interior Primer 18 Loxon® A24W300 Exterior Primer 130 A-100® B42W41 Exterior Primer 123 United Paint Mfg. Acrylex 300 Primer-Sealer 61 Adhere-It (WB) Primer-Sealer 44 Acrysheen Primer-Sealer 34 Canyontone® Water Base Primer-Sealer 39 All of the architectural paints listed in this table meet the Green Seal standard for VOC levels and prohibited ingredients. G/1= grams per liter of product minus water. VOC = Volatile Organic Compound. All VOC level information was provided by the Manufacturers. INTERIOR PAINTS Manufacturer Product Name VOC Level g/L Benjamin Moore Pristine& Flat 26 Pristine® Eggshell 23 Pristine® Semi-Gloss 18 Duren GenesisTM Flat 0 GenesisTM Semi-Gloss 0 GenesisTM Gloss 0 ICI Dulux Paints LifemasterTM 2000 Eggshell 0 LifemasterTM 2000 Semi-Gloss 0 LifemasterTM 2000 Flat 0 McCormick Paint Interior Tempo High Gloss Acrylic Enamel 127 PPG Speedhideg Wall Flat 19 Speedhide® Enamel Eggshell 25 Speedhide® Enamel Semi-Gloss 14 Painting and Coating Baugh House 09 90 00 - 10 Andrews & Anderson Architects, PC Sherwin Williams SuperPaint& A88 Series Semi-Gloss 147 SuperPaint& A87 Series Satin 146 Sherwin Williams Classic 998 A29 Series Satin 145 Classic 990 A 26 Series Semi-Gloss 123 ProMar& 200 B31 W200 Series Semi-Gloss 37 ProMar& 200 B20W200 Series Eggshell 66 HealthSpecTm B5 Series Flat 0 ProMar& 200 B30W200 Series Flat 19 United Paint Mfg. Aladintone Satin 41 Painters Choice Eggshell 46 Parade Flat 12 Coverall Flat 14 All of the architectural paints listed in this table meet the Green Seal standard for VOC levels and prohibited ingredients. G/1= grams per liter of product minus water. VOC = Volatile Organic Compound. All VOC level information was provided by the Manufacturers. WOOD COATINGS (EXCLUDING STAINS) Manufacturer Product Name VOC Concentration g/L AFM AFM Naturals Clear Penetrating Oil 200 AFM Naturals Oil Wax Finish 200 Safecoat Polyureseal BP Satin 258 Safecoat Acrylacq Satin 273 Safecoat Acrylacq {5101) 281 Safecoat Acrylacq Gloss 283 Bona Kemi BonaKemi Bona Eon 70 70 BonaKemi Bonaseal 200 Fuhr International Fuhr Double Z Self Cross Linking Acrylic Clear Coat 0 Fuhr Ultra Clear Water Base Lacquer 58 Fuhr Waterborne Urethane Finish 57 Hood Finishing Products Hydrocote Resisthane Plus 27 Masters Blend Masters Blen Tung Oil or China Wood Oil 0 Target Coatings Target Coatings 9000 Series Super Clear Polyurethane 200 Target Coatings U1traSeal Water-Based Shellac 200 Target Coatings Oxford Ultima Spray Lacquer -1000 250 Tried and True Wood Tried and True Danish Oil Finish 0 23 00 01 HVAC GENERAL 1. Provide an Operation and Maintenance Manual at the end of Construction 2. Provide a set of redlined drawings indicating all differences from the contract documents. 3. Provide balancing report at the end of the project. 4. Isolation valves for hydronic systems shall be full port ball valves. 5. Provide unions and isolation valves at all equipment connections 6. Install gas piping in accordance with NFPA Standard 54. 7. Provide 1/2-inch automatic vent valves at air handling units and at high points of mains and risers. Provide 1/4-inch overflow to nearest appropriate drain. Provide accessible shut off valve between the vent and water piping. 8. Install piping so that it can be easily drained. Provide drain valves and drain lines from each piping low point, between two block valves, between block valves and backflow preventer discharge check valves, and from each item of equipment requiring drains. 9. Coordinate wiring responsibilities with Electrical Contractor and Temperature Controls Contractor. 10. All piping and plumbing systems shall be pressure tested prior to concealment. 11. Clean all closed piping systems with an alkaline cleaning product containing dispersants, detergent, and organic corrosion inhibitors. Provide sufficient cleaner to elevate the pH above 10.5. Circulate for 24 hours and, if a heating water system, heat the system water up to 140-180°F. Following circulation, drain down and flush. Fill with glycol and/or chemicals as required 12. Provide access doors to all equipment, valves, etc. that will require service or adjustment. 13. Piping shall be insulated as follows: PIPE INSULATION SCHEDULE Minimum Pipe Insulation (inches) Fluid Design Operating Mean Rating Temperature Nominal Pipe Diameter (inches) Temperature Range (°F) 1 and less 1-1/4 to 2 2-1/2 to 4 5 and 6 8 and up A. Heating Systems: Heating Water 201-250 150 141-200 125 105-140 100 1.5 1.5 1.0 1.5 2.0 1.5 1.5 1.0 1.0 2.0 1.5 1.5 3.5 1.5 1.5 14. Natural gas and LPG piping shall be: a. Interior, exposed or accessible: <7 r 1) Pipe: Schedule 40, ASTM A120. 2) Fittings: Threaded, malleable iron. 3) Joint Seal: Rector Seal or Teflon paste. 4) Unions: Black malleable iron, ground joint, bronze to iron seat, 150 pound class, ANSI B2.1 and ASTM A197. RADIANT FLOOR HEAT 15. All components of systems shall be provided by one manufacturer including pipe, pipe fittings, manifolds, manifold support brackets, and pipe bends. 16. System shall be BOCA approved and shall conform to applicable ASTM codes. 17. Tubing b. Tube shall be cross-linked polyethylene (PEX) conforming to ASTM F-876/F- 877. c. Approved by BOCA, CSA, IAPMO UPC, ICBO, and NSF61. d. Hydrostatic design stresses of 73.4 F at 160 psi, 180 F at 100 psi, and 200 F at 80 psi per Plastics Pipe Institute (PPI). e. If required, oxygen diffusion barrier shall limit oxygen migration to less than 0.10 g/m3/day at 104 F (40C). water temperature. Manufactured to DIN 4726/9 f Fittings shall be as per the manufacturer's recommendations. 18. Manifolds: a. Manifolds to be constructed of dezinctified brass or high impact plastic (PSU/PPA). b. Temperature and pressure ratings to meet or exceed: 1. Working pressure 87 psi 2. Test pressure 232 psi 3. Operating temperature 160 F 4. Maximum temperature 180 F c. Supply manifolds shall have integral manual shutoff for loop isolation and allow for electric zone drive motor and thermostat operation. d. Return manifolds shall have an integral manual shutoff for loop isolation and balancing of the flow rate through each loop. e. Capable of accepting 3/8", ''/2", 5/8", or 1/4" PEX pipe. f Supply and return manifolds shall be complete with 1. Mounting brackets 2. Thermometers 3. Air vents 4. Hose bibb 5. End caps 6. Supply adapters 19. Pipe Fittings: Shall be manufactured of dezincificafion resistant brass or plastic. Fittings must be supplied by the pipe manufacturer. 20. Supply and Return Piping to Manifolds: Shall be Type L copper or PEX tubing. 21. Acceptable manufacturers: a. HeatLink b. Wirsbo c. Rehau Baugh House Andrews & Anderson Architects, PC Painting and Coating 09 90 00 - 11 Finishes Tried and True Original Wood Finish 0 Tried and True Varnish Oil 0 Van Technologies VanUltra-545 UV Wood Sealer 2 VanUltra-540 UV Wood Sealer 7 VanAqua-240 WATER BASED WOOD SEALER 118 All of the recommended protective coatings listed in this table do not contain: VOC's exceeding 3S0 g/L; carcinogens; aromatic solvents; philalates; heavy metals and their compounds; reproductive toxins; and ozone-depleting chemicals. RADIANT PANEL FLOOR HEAT INSTALLATION manufacturer's dronic radiant heat tubing loops in accordance with the tubing 22. Install by s Installation shall follow d configuration, manifold recommendations and gi lacay d on the Contract Drawm drawings• out, tube spacing, manrfol the shop drawing 'Atli the notes on the shop location, and controls. Comply 23. Al] fittings shall be accessible for maintenance. 24. Radiant floor piping to be 1/2" diameter, located 6" on centers or as indicated on the drawings. of the pipe shall not be less than six times 25 The minimum bend radius for cold bending manufacturer. maller radius will require the use of ae bend et ate sae with a the outside diameter- Bends as supplied by the pipe 26 Provide fully enclosed protective conduit elbows wh Provide PE or PB sleeves one diameter ere th larger piping heating pipe concrete floor. ansion joints. Sleeve to extend a minimum of 6" each where heating pipe crosses exp . Manifolds ipe bend supports side of the joint. M 27 • Manifolds shall be provided with support brackets and p 1 and return piping with valves thatare su rriorittable for connecting ton shall be isolated from supp y and balancing. All loop numbers to be marked on the PE Pipe each in and the manifold. Install Room allow for tfuture balloop hers on mt at whi h the tubing All loops to be identified m from the p anel, and to 28. Instal] tubing loops without splices, as a mrm e the point where it exits the p ]eaves the manifold, enters the radiant panel ]etc the point where it re-enters the manifold. roved 3029.. All Pipe splices embedded any at all) to be fully accessible for repair once construction is comp of 30 Spacing of wire ties shall be a maximum h wiret ties o shall be Spa a g x 6"welded ell bdegre approved for fabric The per alternate inches wiconcrete e• Instal straight lengths of pipe and a minimum of three ties levation.]eW the surface of the cono~ed ipig 180- top of the piping shall be a maximum of on chairs or tracking to maintain prop lates on upper levels that use p 31. Install expansion stripping against all wall p i in the system shall concrete. (Not required for gypcrete). d to 60 PSIG with a hours 32. Prior to the installation of concrete around P P g' shall be charge chargshall be maintained with air water at a pressure of 60 PSIG. s stem System and the pressure or water p prior to encasement of the tubing Y ystern integrity- a glycol in a thereafter er to en oe s on test the piping with air or for a mum of 24 hours 33. If the tubing is being brass insert compression mixture. 34. If in slab repair joints are made prior to the pour, only ] in to the exterior couplings approved by the manufacturer are a e in ann accessible loca ion, and route of the slab (perhaps to a wall), provide the splice authorities having jurisdiction and the back to the slab, and continue the eyed by the pattern. 35. Piping shall be inspected and app insulation manufacturer's representative prior to concealment. o' ects install insulation below the piping with a minimum lates. adiant p J s for the use o r 36. On staple-up Pr awing value of R-11. Refer to the dr j 37. If transformers are used for the operation of the manifold valves, provide power as required. Include the power requirements under this contract. 38. Prior to filling the system with water mixture, clean the piping with a neutral pH cleaner. Circulate the cleaner for 24 hours with the heating system "ON". Flush and fill with the specified glycol mixture. Also introduce a Molybdate or nitrite based corrosion inhibitor. BOILERS: CONDENSING GAS FIRED 39. Description: a. Forced draft combustion b. Capable of operating with any return water temperature c. Capable of operating with any water flow rate d. Capable of operating with any temperature rise through the boiler vessel e. Up to 98% efficient at suitably low return water temperatures 40. Smoke Venting: a. Direct vent, sealed combustion b. Category II or IV appliance c. Vent materials to be Category IV. d. Positive pressure, condensing e. Horizontal discharge with concentric vent / combustion air 41. Controls: a. Supply water sensor b. Outside air sensor c. Outdoor air reset control 42. Trim and Accessories: a. Compression tank. b. Circulator. c. Automatic air vent. 43. Maintain manufacturers recommended clearances around and over boilers. 44. Install electrical devices furnished by manufacturer not specified to be factory mounted. 45. Provide control wiring between boiler control panel and thermostats, aquastats, pressurestats, or any other control device. 46. Provide a condensate drain line and route to a floor drain jo Xcel Energyo August 4, 2008 CITY OF WHEAT RIDGE 7500 W 29TH AVE WHEAT RIDGE, CO 80033 Re: SennceOnderConSianation „ 414 Nicollet Mall Minneapolis, Minnesota 55401-1993 App Reference#: 3353927 Service type: GAS DISTRIBUTION Service Address: 11361 W 44TH AVE WHEAT RIDGE, CO 80033 Legal Description: Lot: Block: Gas Instailation Prior to Xcel E nergy service installation, please make sure the following are completed on your site: • For builders, the site must be within 4°-6" of final grade in installation area. • The path must be clear of all obstacles from the meter location to the distribution source. • All private utIlities must be clearly marked or idernified including sprinkler systems, septic tanks, sewer lines, drain fields, invisible fences, electric lines, pipelines and water wells. Xcel E nergy is not responsible for damage to these items if they are not clearly marked. Prior to energizing the system: Customer piping must be inspected Uefore gas is turned on in certain setvice territories. E lectric Installation Prior to Xcel E nergy service installation, please make sure the following are completed on your site: • For builders, the site must bewithin 4"-6" of final grade in installation area. • AIl private utilities must be clearly mazked or identified. Xcel E nergy is not responsible for damage to these iteins if they are not clearly marked Prior to energizing the system: • Be sure all elec[rical approvals are completeci and filed with Xcel E nergy. If there are any changes or additions to this information, please call Xcel Energy's Builders Call Line at 1-800-628-2121 or email to us at Uuilders.call.line@ xcelenergy.com. Our representatives are available from 7 a.m. to 430 pm., Monday through Friday. Thank you for requesting service from Xcel E nergy. We appreciate your business. Sincerely, Builder's Call Line Xcel Energy CITY OF WHEAT RIDGE ~ Building Inspection Division ~ (303) 234-5933 Inspection line . (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE e~~o Inspection Type: ~ n 6 ~ Job Address/Permit Number: / : a e/fA- J ~ (a15 (l LKG ( 1 6 'Fk Ar II S 1 ❑ No one available for irispection: Time AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: t ~ Inspector: G~ DO NOT REMOVE THIS NOTICE ' CITY OF WHEAT RIDGE Building Inspection Division l (303) 234-5933 Inspection line (303) 235-2855 0/fice ' (303) 235-2857 Fax WSPECTION NOTICE Inspection Type: Aa4A4 6)-D& Job Address/Permit Number: 11361 ut, VV7'7f e4d~ 0 S&OeF( ❑ No one available for inspection: Time f2%3o AM/PM Re-Inspection required: "Yes No 'When corrections have 6een made, call for re-inspection at 303-234-5933 Date: 4 o Inspector: z G' DO NOT REMOVE TH/S NOTICE ° wN City of Wheat Ridge ~ C04 0 RP~0 Res. Add Structure PERMIT - 080031 PERMIT NO: 080031 ISSUED: 01/11/2008 JOB ADDRESS: 11361 W 44TH AVE EXPIRES: DESCRIPTION: Install Prehn Water Tower CONTACTS owner 303/231-1300 Joyce Manwaring . City of Wheat Ridge Con 303/842-0309 Lee Callas PARCEL INFO ZONE CODE: A-1 . USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/. . FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees . .00 TOTAL . - .00 Conditions: Approved subject to field inspection and conformance with engineered design subject to field inspection . . I hereby certify thaG the setback distances proposed by this pexmit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or.covenants, easements or restrictions ofrecord; 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 Eull responsibility £or compliance with the Wheat Ridge Building Code (I.H.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. . Signature of contractor/owner . date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. ..This permit shall expire 180 days from the issue date. ReavesCS for an extension must be received prior to expiration daCe. An extension may be granted at the discretion of the Suilding Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not . exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pexmiL 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. . 5. Contractor shall notify the Building inspector twenty-four (24) hours in advance for allinspections and shall receive written approval on inspection card before proceeding with successive phases of the job. . 6. The issuance of a permit or the apprwal of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation o£ the provisio the building codes or any other ordinance, law, rule or regulation. Al1 plan review is subject to field ns o insp~c~,on~ Signature of Chief Building Official. oace INSPECTION REQUEST LINE: (3037i234-5933 BUILDING OFFICE:. (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION TF3E FOLLOWING BUSINESS DAY. i \ ~ 13 WHEAT RIDGE HISTORICAL SOCIETY WHEAT RIDGE, COLORADO JAMES H. BAUGH HOMESTEAD SPfE STRUCTURAL CALCULATIONS FOR PREHN WATER TOWER FOUNDATION.. ~ ~p o ~ o w W W ~ ...7 ~ U w w O 1`l Ti;6' i x 1 / ¢ e° G`= ` O o ENGINEER: Gordon E. Laib DATE: 1/10/2008 o m U ~ a~ ~ a rn c W c ~ > 9 O~ m ~ a U- a o o~ 60 ~ y M (D ~ ~ c~n ~ ~ ~ m ~ ~ ~W Y gs "b o~ m Q LL ~tr~ 9 O ~ ~ a _ Y N s U C l6 a ^ N E ~ rn'> v B~s~A d g 'w~ T~ O »gs~o T 019 N Q C O ~ o aE u ~ St ~A~~m Engineering Ca!,--ulation Sheet DateA /OSSheet I or ~ ~i Contracc i I Calalation No. ~ Subject ~ V ~ Revision By Da[e Chk'd Date M ~ ~ ~ 3 ) 1 2 3 I 27 28 29 ulation Sheet Dace I ~~~b$sheet 2 or Engineering Ca,lc Contraa Calculation No. Subject ~wa-Ar 04cv,r LS'rT Revision By Date Chk"d Date , ~ ~ Q~~, ~pEan 5tt~ Q fi~4~ I i ~iTEE ~ o a n e fi 1 8 9 10 11 12 13 14 15 76 17 18 79 20 21 22 23 24 25 26 27 28 29 MeMJFwm~)C1Merd03 Engineering Calrulation Sheet DaTe S /dS Shee[ ~ of S Contra Calculation No. Subject +e- ~ - Revision By Date Chk'd Date i ~ P 1 ~ ~ ~ - Q,~u~ ~ 12 G ~ 9 A 6 5 6 J ] I 11 12 -13 14 75 76 17 18 79 20 21 22 23 24 25 26 27 28 29 Mml11OrmdiLli Engineering CaJ~~ulation Sheet oace I' Sheet 4 or ~ . Convact Calculation No. Subjec[ ~(,7Q~ ~pQ~(~~/ Revision By Date Chk'd Date Q Y 4tvf ~A /~i f51~r L71.l~F~ _ . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1] 18 19 2C 21 2e 2F 24 2! 2E 2i 2E 25 3( 3' 3: 3: N . ~ a n ~ a v a o1n 11 12 13 14 15 16 17 ~ 18 19 20 21 22 23 24 25 26 27 28 29 Men'xkfmm{]C/Perflb2 I Tr-Pl I . I _I I 1 i I ~ ~ I 3 j I j ~ I I i' ~ i _I I I s i I r ~ L n 'A ; - i ~ ; ~ i i j I ~ I i I I I I I 1 NI _I S ~ I I ~ I I I I. I . I I - ~ ~ ~ ~ _ ~ ' - I I ~ ~ I I : , - I I I ~ f ~ - ~ 1 ~ ~ ~ ;1 • . I I i ~ ; ~ i , I I I N ~ F, I ~ ! ~ I y ~ _ ' I L I I ~ . R C ~e. ~tSTE F4; . _I - ~ L ~ . I I _ ~ i ~ ~ I • - I - - ~ ~ I I I iL'_ I I I ~ ' I _ I__ ~ I . I ~ I II I II I I~ _ j I I - - o~ ~liE' jE~a f RQ l f I ~ I I i 11910 West 76'h Drive Arvada, CO 80005 March 4, 2008 City of Wheat Ridge Building Department 7500 West 29'h Ave. Wheat Ridge, CO 80033 RE: Wheat Ridge Historical Society, James H. Baugh Homestead Site, Prehn Water Tower Foundation To Whom It May Concern: This letter is to verify that I have inspected the foundation excavatioq foundation reinforcing and mechanical anchorage system for the above named project and have found everything constructed to date in conformance with my design and drawing dated 1(10/2008. Concrete should be placed as soon as possible before excavation is disturbed. Yours truly, Gordon E. Laib, P.E. N EUG4F ISTEREo;.a~ p e `x . a 9 '~j/!G/QfJvi 1 ~np'a ~ t't~ s N QL 7 \oE co~°~` COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspecfion line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Rfi3A-.2 Job Address/Permit Number: `i3Gi w. vr,,a osr6631 >avs/,~ For~/ f sT ~ ~,-ral+ES : No one available for inspection: Time a,'a S AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ,2g Inspector: ' Date: g,!2 7Z DO NOT REMOVE THIS NOT/CE u wrear ~ Rm City of Wheat Ridge °Ot oRaa° Res. Add Structure PERMIT - 080031 PERMIT NO: 080031 ISSUED: 01/11/2008 JOB ADDRESS: 11361 W 44TH AVE EXPIRES: DESCRIPTION: Install Prehn Water Tower CONTACTS owner 303/231-1300 Joyce Manwaring City of Wheat Ridge Con 303/842-0309 Lee Callas PARCEL INFO ZONE CODE: A-1 USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Conditions: Approved subject to field inspection and conformance with engineered design subject to field inspection I hereby certify that the setback disCances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations o£ the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I riave read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other appliceble WhgatdR.idge Ordinances, f9f work under this permit. Plans subject to field inspection. of date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension most be received prior to espiration date. An extension may be granted aC the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee oE one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . a. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection cazd before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pesmit £or, nor an approval o£, any violation of th rovisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject ~Q fielspectione. Signature of Chief Building Of ciaV date INSPECTION REQUEST L :(303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS,DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF'""EqTq City of Wheat Ridge Building Division oate: 66 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-235-2857 Plan 00-0013 ~o oftPOO Inspection Line: 303-234-5933 permit#: Buiiding Permit Application Property Address: J(,Q ` ;QyP Property Owner (p/ease print): Phone: Mailing Address: (if different than property address) Address City, State, Zip: Contractor: Contractor License Phone: Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Use of space (description): Description ofwork: ~~,epzj Mechanical City License Company: Exp. Date: I Construction Value: , TI17LJ I (as calculated per the Building Va~fratwn Data sheet) Plan Review (due at time of su6mittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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; thai all measurements shown, and allegalions made are accurate; lhat I have read and agree to abide by all conditions printed on this application and that I assume fuil responsibility for compliance with the Wheai Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permiL Pians subject to field inspection. . CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNA7URE: Date: - ZONING COMMENTS: ~j `~j~~. Zoning: V Reviewer. PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPAftTMENT COM NTS: RJ'„4',tb $V&'f~qe-P Fla-'b OCCUPANCY: V Vy/,aLPJWi? gWaJa//~Z~~ Reviewer: L'O/14r FIRE DEPAftTMENT:: 0 approved wl comments ❑ disapproved ❑ no reviewrequired Bld9 Valuation: Jan.11 08 08:56a Owner 303-424-0874 i`. To: Kristy Shutto W.R. Building Department From: L,ee Callas Baugh Project Coordinator 3'BLfa'b3o7 Date: Jan l lth 2008 Kristy, Fax: 303-235-2857 Please find attached "Site Plan" for the Baugh Properly. On the Site Plan is the proposed location of the Water Tower. Please get back to me as soon as you can on the next step for getting a permit. After being held up for a number of weeks now waiting on the Engineer's stamped foundation drawing, the Restoration Contractor is ready to start right away on this project and we do not want to lose this project's window in his work schedule. Thanks in advance, Lee p.l Number of pages including this cover: 3 Jan,ll 08 08:56a Owner 303-424-0874 p.2 ~ 7~1 4 uo .0 -0 ~ James H. Baugh Hoxxxestead Site Plan ' N . - , cd , Homesteadex's ' ~ ~ J , Pascel , , - - ~ - c. 1859 ; ~ Piaizie Grasses ~ ~ ~ ~ ~ • v d Di T ~ xa c rt . G [I~ . i~ E ~ . ~ I . r ' C:nc: ~ ,o o Ba.gh . " ' '-Cs B.. F.xisting Chokechary , C Gc. (Footpmt) _ <Td New ~ u ~ co"-oa _ ApP le Oxc6acd ~ ~ ~ , ~ ` 0 ~Exh:brt! Hall i ; 'o tis Nd .9'06 ...E~ ~ .a O ~ s % ~ ~ F ( ~ 1 4 Q , Clear Creek Valley v H ; ~ ; Farming v g~ ; $.gb ~ c. 1859 - 1904 ~ z ~ 'Z'um'- - w~ of the Seasonal Cmps CE]1tuYy Sta~~k (Wheat, Oats, Rye,...) ; z ~ Yard wal=t ~ c 1904 Ba'ugBi ' ' _ ' _ _ _ * * I~ ~ ~C * * ~'t` ' ' ' _ _ _ _ _ _ ' _ _ ung _ ' _ _ _ _ _ * New Tcees Celebra ' O:chazd Them.e * W. 44th Avenue Scale: 1" = 60'-0" Perimeter Fencin set back 20 feet inside Property lines on East, South, and ~outhWest sides o£ propexty. Penmeter Fendng location on NorthWest side of roperty to be detezmined by Parking I.ot Design. PeLimetei~ence on the North side of pro exty alreadp exists as a 5-foot-high chain liak fence, which was paid ~or half by City and half by property owner ot North. Jan 2.1 08 08:56a Owner 303-424-0874 p.3 ~ I ~ ~ I ~ --J ~ i ~ --J I ~ I ~ I-----~ I ~ 1 1 . I ~ I ~ - - I ~1 I ~ I ~ - - I ~ I I ~ I - - 1 ~ M -ti ~ Dirt Tr; ~ ~ W ~ Pxehn ' ~ ~ , ; - - Water ' p : -10' Tower O ~ p ~ ~E: (F~ ' a 1- Old 2 Cottonwo r-4 ~ - - . EXl11blt , ~ ~ Gv Rest : ~ 'Rooms• Hall ~ Old ~ ~ ~~o~s - ~ Box Elder ~ i 0 STRUCTURAL CALCULATIONS FOR _ L ~ O a'' o w W w ~ ~ ~ Q w O WHEAT RIDGE HISTORICAL SOCIETY c a WHEAT RIDGE, COLORAAO C N y m JAMES H. BAUGH HOMESTEAD SITE ~ N C W c ~ O m a i~ m a o v a;. w V^` Y W^ (D Y ~ PREHN WATER TOWER FOUNDATION., J,'eFSI G~a~O 9TF OF Coc~~/ x ENGINEER: Gordon E. Laib DAT'E: 1/10/2008 ~ d Y U N U c m (L to ~ ~ C 0 _ U) ~ 4:~z 0 O ~ 40 m a LL T11j .0 ~.1 s ~ . ~ ~ M ~ y H~ e L C O 6 C E 1~~ A q O ay V ~ A O p V ti Y~0~o E~ c 8€3~~ ' KsE-e d q w ~ O V C A t O M C C.Z ~ ~ = O ~ O 1 Z pj ~p~ M ~ M O C O ~o°Em ~T-v p1m~ a 6 O 6 ~ ~ w~ il Engineering Calculation Sheet oate I/I 1175 Sheet I or 5 Contract I Calculation No. SubjeR OH" 'g H i Revision By Dare Chk'd Date ' ~--.-r---- r s r 9 9 0 1 2 3 ~ 910 11 12 73 14 15 i6 17 18 19 20 21 22 23 24 25 26 27 28 29 Engineering Caiculation Sheet oate I 1r;p 16 8sr,eet 2 or S Contract Calculation No. Subject tjW,5A~ c.lLS'q Revision By Dare Chk'd Date ~ ~ 4~ ~ ~ a 4 5 6 ; y-j IZO 9~ 70 11 12 13 ~ 14 ~ 75 78 17 18 ~ 19 ~ 20 23 24 25 26~ 27 28 S /02,Sheet 3 or S Engineering Calculation Shee4 oace Contrc[ Calculation No. Subject r[~~~LIIl2rhQJ,(~G_~~ Revision By Dare Chk'd Daie T~ s -;z , r. , N 7I . a a n~ s e7 A~ 9~ 10 I 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ` Engineering Calculation Sheet oa_te_/ Sheet 4 or ~ ConvaR I--- Calculation No. Subjea ,5& fjw,~ Revision By Date Chk'd Date ~ o~l ds t~ ~if~ddr~ r~ '1--~ . • . ' Y , 2 3' 4 5 fi 7 B 9 10 N 12 13 14 1E iE ii 7E 1! 21 2 7. 2: 2 2 2 2 2 2 2 I 1 ~ I I I 1 1 I I' I I , I I ~ I I ~ I s i 1 ~ I ' - I l Y i i I I I ~ ' ' u~ ~ ~ , ~ ~ - - - - r - - ~ - ~ t , j ~ 7 -1 ~ I ~ ~ 3 h ~ I I ~ I ~ ~ I u I ~ i ~ _ - I N ~ f 6~4 ~ISTE ~ I : ~ ( 10 A ~ !3 ~ 4F OF WHE4T,fli City of Wheat Ridge °OLoRaCommercial Fence PERMIT - 071112 PERMIT NO: 071112 ISSUED: 10/11/2007 JOB ADDRESS: 11361 W 44TH AVE EXPIRES: 04/08/2008 DESCRIPTION: 990 LINEAR FEET 48" WELDED WIRE FENCE CONTACTS . GC 303/423 -5441 RAY RIGGIN 01-8210 Golden-Wheat Ridge Fence Co. OWNER 303/205 -7553 MARK RUOTE ' CITY OF WFiEAT RIDGE PARCEL INFO ZONE CODE: UA SUBDIVISION: UA USE: R-3 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Comments: . MR: OKAY A-1 10/11/07 SUBJECT TO FIELD INSPECTION I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations o£ 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 a that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica wheat Ordinances, for work under this permit. Plans subject to field inspection. Signatu3'e-6f~r[E~Cjowner date r~ i 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall ezpire 180 days fiom the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Huilding Official. 3. IE this permit expires,a new pesmit may be acquired for a fee oE one-half the amount normally required, provided no - changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) yean If changes have been or if suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. - 4. No work of any maruier shall be done that will change the natural Elow of water causing a drainage problem. 5. Contractor shall notify the Building Tnspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pezmit or the approval o£ drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field i sp ions. Signature of Chief Huilding official date INSPECTION REQUEST LINE:1 303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. ofw"E°'P BUILDING INSPECTION LINE - 303-234-5933 Date:. CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE pLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) , c~CORP04 . . MINQR ~~~~~AHON PropertyOwner: Property Address: 1136/ GfI, yyfN Phone: - Conlractor License No.: 1 19a16 Company:C"6LbFsu- (.l~464( F&UGE Phone: (~a.3-vl t/~II OWNER/CONFRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guildina DeAt. Waluation Figure: I herehy certify that the setback distances proposed by this permit appliration are accurate, and do not violate applicable ordinances, rules or regulations of the City of . ,`Ig]ug:$ - WheatRidgeorcovenants,easementsorrestrictionsofrecord;thatalime9surements - shown, and aflegations made are accurate; that I have read and agree to abide by all POTTRIt F00:$ - - condidons printed on this application- and that I assume full responsibility for PIaT1RCV10WF00:$ . compliancewiththeWheatRidgeBuildingCode(I.B.C)andallotherapplicableWheat . . . . Ridge Ordinances, for work unde fa' rmi . Planssubject to field inspection. . . USe T2JC: (OWNER)(CONTRACTOR):516 D ~DATE _ TOt31:.p (OWNER)(CONTRACTOR):PRIMED p DATE Use of Space (description): Descriptionofwork:~~ ~ 4~5 1i Sq. Ft. added BUILDING DEPARTMENT USE COMMENTS: Approval: y Zoning: V ~l o COMMENTS: Approval: ,D W ORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Apptoval: SIC: Sq.Ft.: Walls: Roof: Stories: - - Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: _ Expiration Date: ApprovaC Approval: Approval: (t) --'fhis permit was issued in accordance with the provisions set forth in yourapplicatlon and is su6ject to the laws ofthe State of Cobrado and to the Zoning Regulafions and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building -authorized is suspended or abandoned for a period of 180 days. - - - (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made-in the original plans and specifications and anysuspension orabandonment has notexceeded one (i ) yeac If changes have been or if suspension orabandonment exceeds one (1) year, full fees shall be paid fora new permit. (4) No work of any manner shall be done that will change ihe natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector riventy-four (24) hours in advance for all inspec8ons and shall receive written approval on inspection card before proceeding with successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specifications shall rml.be construed to be a permit for,-noran approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan reviewis subject to field inspections. , - Chief Building Official oF wHe4rA ~ ~c„ City of Wheat Ridge °OtoRaa° Residential Electric PERMIT - 061212 PERMIT NO: 061212 ISSUED: 12/13/2006 JOB PSJDRESS: 11361 44TH AV EXPIRES: DESCRIPTION: Add overhead service to garageand underdround to house. CONTACTS owner 303/205-7553 Mark Ruote City of Wheat Ridge gc 303/421-1528 Doug Buesser 02-0960 Douglas Buesser Electric PARCEL INFO ZONE CODE: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSECT VALUATION: .00 FEES No Fees - .00 - TOTAL . . .00 . . Comments- Must comply w/ 2002 NEC. Subject to field inspections. I hereby certify thae 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 recond; that all measurements shown, and allegations made are accurate; that I have read.and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable WheaC Ridge Ordinances, £or work vnder this permit. Plans subject to field inspection. Signat. '~.-of contractor/owner ~ ate 1: This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of wheat Rid9e, Colorado or any other applicable ordinances of the City. 2. This permit shall espire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. ?f this permit expires, a new permit may be acquired for a fee oE one-half the amomt normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . . fl. No work of any manner shall be done that will change the natural flow of water casssing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24)-hours in advance for all inspections andshall receive written approval on.inspection card before proceeding with successive phases of the job. 6. The issuance oE a permit or the approval of drawings and specificationa shall not be construed to be a permit for, nor an approval o y vi L ion o . provisions of the building codes or any other ordinance, law, rule or regulation. All plan v is 7ect to mspections. of ChieE Huilding Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAYFOR INSPECTION THE FOLLOWING BUSINESS DAY. Y ~ ~ ~ ~M . . . . . . . . . W~ N ~ . . . . . r...... -i y~ ~n V' ~ ~ ~ n ~ ~ r ~ ~ rn p~4 ~ Cl ~~z ~ rnm - - - - - p I ~ ~ ~ ~ ~ ~ I „ r~ ~ _ x v~ ~ = a- -1'T ~ ~ ~ ~ ~ ~ ~ ~ : l ~ ~ - r z n - V ~ " { i r lP ~ ~ ~ ~ ~ ~ ~ ~1 = ~ ~ r- Y ~ ~ ~ ~ ~ 3 ~ ~ ~ A O s z -----------.....r~..._.._ ~ ~ ~ N E. ~ ~ f ~ ~ ~ n s = ~1 6 2 ~ ~ ~ ~i ~ _ Q ~ ~ N tA al tfl N x m~ d ~ J Z ~ Zrn ~ ~ ~ -~t~ rn~ ~rn ~ 0 ~ D r N ~ ~ - r- < z °z~ rn ~ ~ D~arn ~ -p rn ~z~z ~p z~ ~ ~ ~ r~ 3 r~ ~ ~ _ . ~ _ _ _ _ _ _ _ ~ - ~ p z Q ~ ~ A ~ ~ ~ ~ ~ ~ . = rn ~ ~ tn3 ~ ~n _ ~ ~ I ~ rn 0 1 ' ii i ~ I i - 1 I ~ - - , ~ , ~ ~ , , ~ ~ ~ ii ~ , i ~ i E ~ i ~ ~ t ; - - i ~ ~ ~ ~ ~ i~ ~ ~ ~ r ~ ~ i i va i I~..~.- - --------------r-- ~ ~ ~ ~ i i ~ i I ~ ~ i ~ ~ ~ ,i i I 1 ~ ' 1 " ' I i ~ ~ I i 1 I ~ -l----~---~-- ~ I ! ~ ir ~ I 1 ' I ~ I I ~ ~ ~ ' I 1 , $ S X , , ~ ~ ~ Dz ' ' ~ ' t~ ~ i i ~ - z ~ ~r---- - i ~ ~ ~ ~I ~ ~ ~ r~ ~ ~ ~ f ~ ~ ~ ' t ~ ~ ~ ~ N ~ ~ D ~ ' - i i ~ _ ._,..._---------t._~.._~__.._._._.,.. y ~ ifl lA ~ ~ 4 f ; I i ~ ~ ~ ___1_1___ -------------------------------------------------s-- , ~ i ~ ~ i rn - - - - i i i ~ t~ i i i ~ ~ ~ ~ - ~ ' i ~ Z/b Qi'tf I { I i ~ r ; ~ ~ i ~ h ~ N ~ i * ~ X i D p~ ~ ~ ~ ir------ , ~ , ~ , ~ , ~ ~ I~t 4 ~ ' ~ i ~ ~ ~ ' i ~ ~ ~ ~r i ~ i rn A .p ~ i ' ; ~ ~ i i i ~ ~ ~ i ~ ~ ~ ~ p ~ i t ~ _ " . ~ ~ i (11 y ~ ~ ` I 4 ~ i ~ ~ ~ i ~ _ i i ' ~ i . i i; i r- ~ ~ i i , - - i , - I~-- i i ) ( ~ i ~ ~J~.~ ~ I I ~ N~b D t~ ~;p ~ ~ ~ i ~ " r~ ~ rrt ~ ~ ~ ~ S ~ i-`::~:: ~ ~ b~~ ~~nz~, ~ t ~ ~ , C ~ ~ 'r ~ ' i ~ 0 ~ i ~ ~n z < rn ~ ~ i 0,~' rt~i - i ni~~p x ~ ~ ~ -p ~ ~ z ~ ~_--=:r~-~--- ~ ~ D ~ , ~ ~ ~ _ ~ ' ° _ _ ~ ~ i ~t~~i~ ~ ~ ~ ~ DO ~ i ,.~r- i n~~ Z ~ ~ nt i ~ ~ tn t~ tn ~ _ ~ i ~ ~ fi! i (1'+ I , y ~ ~ ~y ~ D i ' ~ ~ i ~ii ~,y ( ~ ~ ~ ~ r~ ~i 3 y 0~ ~ N~ x ~__.._n ~ ~ z 4 i ~ r--..--- ~ i ~ 4~~ ~ b~ ~ i ' ~ ~ i z ~ ; E t~ ~ i o~ ~ ~ G~ ~ _ , I ~ ~ ,~1~ - r ~ U~~rn s ~ t ~ C~ ~ i ~ z i rn~ d N _ ~ i z - - d i i t~ q - - - ~ D'► I /-o -1~ ,f-__ r ! b _ ~ , o , 1 , z 'D~O~ ~ ~ ~ ~ z ~ E ~ ~ i _ n~ ~ ~ 0 ~n ~ i i cn x~ ~ z x ~ i ~ ~ --r..:......_. ~ f ~ 3 z tn t ~ r...,_..~..._~__.__~.._-----•-~------_._..~_..____._._.:.___._. , < : , ; y~, i t ZI (\Q ~ r' ~ Z ~ E ~ ~ t i ~ ~t ~b'~ ~ ~ E 0~ fln~ ~ ~ ~ i y tn z ~ ~ ~ i i I b ~ ~ E ~S1 1 ~ ~ Q ~ ! i ~ ~zz i ~ m rn a ~ t t I r~ z D~ i E I t r n~ i I b ~ ! ~ { ~ 1 x o 3 t ~ 0 ~ i I 3a ~ ~ ~ z r t I i ! -~ti~ rp~ t rn I I tS ~ E k ' ~ ~ ~ ~ ~ ~ ~ t i ~ y E i ~ z 0 cn 4 i i 1 t2n ~ ~ ~ ~ y t ~ ~ ` ~ ~ ~ ~ ~ ~ i I 'it I t I ~ I I ! 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( \ I I 1 ~ ~ ~ i ~ ~ i ~ i ~ ~ \ ; l . ; ~ ~ I ~ I`~ , ~ ~ a ; ~ ~ ~ ~ ~ i~ \ t i i 1 ; , ~ a ~ ~ ~ ~ I I, i i l 1 ~ , ~ ! , ~ i ; ~ ~ 1 ; ~ ! ~ ~ ~ I ~ ~ , ! ~ Z, ~ ( , , , ~ ~ 1 ! 1 ~ ► , ~ ~ t~~~ i i f ~ " ~ ~ ',i ~ ( . ~ ' ~ f ~ I I f ~ n ~ ~ 1 I ~ ~ t ~ ~ ~1 i 4 ~ 4, f ~ ~ ` i , i i ( ~ ~ ~ I , ~ ~ ~ ~i ~ ~ {I i ~ I ~ ~ ~'i j ~ ~ j i ~ ! i ~ j I ~ ~ ( I ~ ~ ? i f 1 i l ( , I. i tn ur w rn rn rn rn rr+ rn t~ r~ ~ D ~r€ rn rn c~ 0 n(~ tr Q z~ ~ C~ -t ~~~s+ = x x x x x x ~o Q x x ~ ~ ~ ~ c o a~ = o ~ ~ ➢ cs' A~ tn ~n tSt u~ N-C z ° D p p~ r p-~ ~ D 3 U ~ ~ Q 0 7~ rn -~i -t z s- f~ r 3 ~ -s r 3 p rn c t n : s - D - C S C 3 ~ C~ t 7 ~ D rn' D' ~ D~ D' ~ C i ~rn ~c m z z z z z z ~r~ ~ ~x z ~ -n ~ z -t z ~ _ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ C ~ ~ - arac~ ~n ~ ~c~ ~ s~n -p r r~°- 'tl r D x ~ L ~ N ➢ ~ - p r ip ~n ~ ~ - Cp s ~z d~' rn 0 0 ~ ~ Q ~ ~ ~ Q~ x ~j i~ ~ ~ D =dm ~ ~ D tn ~3 ~ t~ ~ x ~ x ~ D a~ 70 A1 ~ G~ p ~ 4` ~ ~ 7~ z x t= p Q _ X r 4 0 ~ ~ ~ ~3 tl d ~ ~ c~ ~ ~ z m 0~~~ rn ~ rn~` ~ z~~ m r 0 a C 3 q ~ C I ~ r -n ~ r c~ a z t~ ~ ~ X ~ z~ ~ k ~N~~ - ~ ~ ~ 0 ~ m r~ ~ ~ ~ D ~ - aD~~4 ~ ~4~~ z -z+~ r= G Q ~ ~ m~ ~ ~ 0 ~ ~ ~ Q3 ~ b~ ~ ~ ~ ~ l 0~ ~ - m 0 rn ~s~ ~ ~ ~ ~ ~0 ~ ~y ~0 x ~p x i~ ~ ~ C~ i0 ~ e C} ~i-z~_ ~ ~f`_ 0 r- ~r ~ z~ ~ t~ z 7~ ~ 0 r~ ~ n r~ r ~ 4 ~ rn ~ ~ 0 = m 4~ ~ ~ ~ ~ n D ~ x 7~ ~ A t~ ~ ~ _ co -t ~ ~ -n ~ ~ ~ -n O ~ \ , z.. ~ z` ~ -s x z~ z a ~ r ~ ~ ~ ~ - ~ ~ a ~~~i r ~ -n - fl- -a ~ ~ a ~n Q~~D ~n 003 ~y z ~ r ~ ~ ➢ D.~ A _ ~ t~ 70 - O ~ ~it_ p ~ G~~ ~ 3 ~a ~zn N ~ rn ~ z n ~ ~ N N Number: FA 05201 Drawr By. BEPS ~n~a . ~ P . F`~ G~Ee. Sf~S, 05 ~hecked By: CTF ~ ; ~hset Number. Revisions: , r ~7. `r ~ ~ SECQN~ FLOOR PLAN > FISH~R ASSQCIATES~-- A P r o f e s s i o n a 1 C o r o r a t i a p n ~ ' ARCHITECTS and ENGINEERS ~ of 7 _ 113 61 W E ST 44 th AV E N U E WH EAT RI I3 ~ E. C O LO RAD O zso5 w. ~errv Avenue ~att~eton, C0. 80120 FAX 343-795-5341 303-795-1643 ; _5 - F I S H E R A S S O C I A T E S s s . ~ a 0 r ;D E r; c _ F ?JIJ~ LI.L~avtv". .iJ GU 2il ~M1_l1 3V.~-7iJ ~.uVr."~Sha s.s50-:2T.ES.C0.7t ^-IP.2 ' Am"?i;7C'I'IS^.°:" February 21, 2006 Mr. Chad Root, Chief Building Official City of Wheat Ridge Building Department 7500 West 29`h Avenue VJheat Ridge, CO 80033 RE: Baugh House Restorarion City of Wheat Ridge 11361 West 44' Avenue Wheat Ridge, CO 80033 Dear Mr. Root: Per your comments on the plan review set dated September 16, 2005, we have made the following changes: Item #l: Need Zetter from Engineer that these columns wi11 not be subject to fi-ast heaving with the 4" slab and that the 4"slab will hold the weight of the columns with out cracking. The 4" slab will be thickened at the base of each column to provide a more stable condition than existed previously. The eacisting foundarion was a 4" concrete slwry under the columns. Our thickened edge as revised is capable of supporting the historic loads. See Sheet # 1 attached. Item #2: Add vapor barrier under building in crawl space and venting to prevent wood decay. A vapor barrier will be added on top of the dirt. See Sheet #2 attached. Let me know if any fiudier clarification is needed. Sincerely, 2 Christopher T. Fisher, A.LA Project Architect F~ ~ i . ~ r testo, erT, er B a3266 ~d ~~~~~D o ARC~~,t~v I" SQ: lNUOD PIGKET d l d a d Q d f d L---~-~ 2 DETAIL - PORGH EDGE AI.I SGALE: I I/2" = I'-O" EXISTING WOOD GOLUMN $EYOND 3x2 WOOD BOTfOM RAIL SOLID WOOD BASE - MIRROR WOOD GAP, EXGEPT THIGKEN TO PILL GAP FROM BOTfOM OF GOLUhM TO TOP OF DEGK TbG WOOD FLOORING, SEALED TREATED iNUOD SLMPERS 4" GONGRETE SLAB ON GRADE WITH 1.6/I.b 4x4 1NWF, AND I/2" 50. SLOTS @ 4" O.G. PROVIDE WATERPROOF SEALER EXTEND SLSPERS I/2" $El'OND SLAB AND PROVIDE TRIM TO GOYER THIGKETI GONGRETE SLA8 UNDER EAGH GOWMN (12" SQ. x 4" MIN. ADDITIONAL THIGKNE55) r- 'e\oWus~rn;arrf cs ?cyQ' Cl, ~ o ~ ~ . F I S H E R A S S O C I A T E S A P r a t e a e i e a e I C o r p o r n t f o A R C H I T E C T S 3 end E N G I N E E R S 290 Teat Herry Am ItWe}an, C0. 80120 Fd% 909-785-5941 909-795-1619 PHASE II CONSiRUCfION F(1R THE HAIIGH HOI15E RSSfORATION c¢r aF eHax amca, nsaz Iesr 44tn saeNOa. THKex smc.e. croroaeno Jab No: FA 05201 Drawn By. HEPS 1 1 Date: 2-20-OB Checked By. CfF EXISTING PRAME EXTEfLIOR NIALL REMOVE BASE AND SAWGUT FLOORBOARDS BELOW REMOVE FLOOREOARDS AND REPLAGE AFTER FLOOR STRUGTURE 15 STABILIZED 2x BLOGiGING SETNEEN 2x85 BELOW GUT EXISTING 2x8'S - GONDITION UNKNOWN EXISTING GONGRETE FOUNDATION WALL ALLOW FOR 4" BEARING HAUNGH TO AGGOMMODATE FLOOR JOIST REPAIR. TO a a , d' . d a . d a . Q.., d da Ib" REINFORGED PLASTIG VAPOR BAi2RIER, ,4DHERED / WELDED SEA~ ~ J EDGES / GONGRETE POUNDATION: INSTALL IN SEGTION LENGTHS OF b'-O" MAX. HAND DIG FOUNDATION IN A"STITGH" PATTERN 50 AS NOT TO UNDERMINE THE EXISTING BEARING.'VERIFY CANDITIONS PRIOR TO INSTALLATION. (3) #4 FJv 4 DETAIL - FOUMDRTION ,41.1 SGALE: I I/2" = I'-o" c' htisto - eT B-3266 ~ ,~w 1v`~,ED m pRC~` F I S H E R A S S O C I A T E S A P r o t e s s i o n e I C o r p o r n L i o a ARCHIfBC7S md BNGINB&HS 2905 WvE Herry eve 11tLetn4 C0. 80120 F18 909-786-5941 30.9-795-IBf9 PHASE II CONSiRUCTION FOR THE BAUGH HOUSE RSSfORATION cm oe Mer emce, ttsei Wssr 44cn evsxos, VfW smca. coLOSeno Jo6 No: FA 115201 Drawn By. BSPS ~ Date: 2-20-08 Checked By. CfF Building Permit perniitN19287 l~ti . . . . CTTY OF WHEAT RIDGE 7500 west 29TH nvenue 10/3/2005 wheatadge, Co 80033 Inspection Line 303-235-2855 303-234-5933 Commercial Remodel , PROpERTY 51361 44th Av Unit: owtvER: City of Wheat Ridge (303) 424-0874 . Description . . . . . . . . . . . . Exterior restoxation, second floor siructural stabilizarion, and misa ~FEES Uuits Occupancy:.~R-3 Walls: RooE Stories: SqFeet:. 0 . I heretiy cerlity that tke selback d'uhuces pmposed by [his perMft app4carion arc attunte, and do no[ Yolnre app6cablc ordinvnces; rWU or r<gWnUO¢s oftAe Ciry of Wheat Ridgc or covenents, easementi or res[riclfous afremrd; ttiat ell measuremmis stiown; end sllegaHOns matle are accurah; fhae I have reatl and ngree to abidc 6y . . allcondfHOUSpFintedovthisapplication,mdehafIassomef respovsibilityforwmpllanrewithtM1eWlieeclUdgeBuildmgCode(U.BCJandallatherapplioable Whea/tj~dgtlinyy~~c fo k dcr [h v. . . (O~YNER)YONTRACfOR SIGNEDDATE . 1TAu permit was issuM in acmrdance witF the provisions set 6rth in yaw app4caEOn and is subjec[ m[M1e laws ottAe Stah of Coloredo and [o the Zonwg . . . RegWatlousandBoildingCatleofWAea[Ridge,CaloradoaranyoBereppllceLleardinaneaofNeCity.'- . 2 Thispermi[shallupire it(A)tM1ewot'kautharizedism[cammevicedwi[M1insixty(fi0)aeysfmmismedateor(B)NebuilNngnutharizetlissuspeudedor .abavdonetlfotsperiodof120aays.. - J =1fNUpuWtezp'vesane.rpwmttmvybeacquiretl6ra@eotane-AalfNeemow[normallyrequtred,pcandednochmgeshavebeenorwWhemadcinthe originalpla. anaspeiifi[rtionsantla y uspeu onbrabandovmen[hasm[exttetledane(1)yeaeTfchengeserematleorVSUSpensionorabnvdamnen[ . ¢sceedv one (I) year, full @u sM1dl he paid for anew permm _ 0: NaworkofanymawersM1sllbedonetlucwJichmge[henaturol0owofwattrceusWgvdramageprobiem. 5. Lono-acror shall votlty:the Building Inspecmr hvenry-four (26) Aours in advanre 6r ail inspections pnd sheLLrxerve wntten vpproval on Wpxtlon card before ~...pmceetlingwilM1SOCCUSivephaseso(thejo6: 6 The issuv¢e oCe permi[ or [he appr 1 of drawings a d sp uG ations shell nat be aonshued to be a permif 6r, nor vn approval of, any violsEOn of the .:provisionsofthe ' dsor erortlmleorregoiadon. ' . ~ . CM1ieng Ins~ pxt~~ 0~'- . SIG[iEll DATE : . Monday, October 03, 2005 . ~ Page 1 of 1. . 1920 7 . . . . BtAlldlllg P~Vlllll l.~ ~ . ~ . PermitNumber CTI'Y OF WHEAT RIDGE 7500 West 29TH Avenue 10/3/2005 Wneauidge, Co 80033 ,,~~ea Inspectwn Line 303-235-2855 Pe ~ 303-234-5933 Commercial Remodel PROPERTY 11361 44th Av Unit owivEx: City of Wheat Ridge ,(303) 424-0874 ~ . . ~ Description ~ . ~ . ~ . ~ ~ ~ ~ . . . Exterior restoration, second floor shuctural stabilizarion, and misc. Authorized By guildmg Approval Zoning AuthorizedAn Approved By CR OKwith notes. Subject to field ~ . . ~ . ~ inspecfions. ~ . . ~ . ~ . . : Monday, October 03, 2005 ~ Page 1 of 1. ~ COMMUNITY DEVELOPMENT DEPARTMENT oF WHEqT,p BUILDING INSPECTION LINE - 303-234-5933 ~ a CITY OF WHEAT RIDGE " "c' 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303•235-2855) ~~C ORPO~ "Fisl4+LT TIO1 F Building Permit Number. Date: PropertyAddress: /f3(p ConuactorLicenseNo.: NI970kEL14L HpOe-ATft'j(%s 14UC Company: -31 s2PtiCk OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dent. Valuafion Figure: 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 W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all conditions pnnted on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all ofher applicable W heat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (OWNER)(CONTRACTOR):SIGNED DATE - (OWNER)(CONTRACTOR):PRINTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Taac: Total:$ Use of Space (description Description of work: Sq.Ft.added OMMENTS: Approval: ~t,~ Zoning: COMMENTS: b~,LI ~OrC~~ Approval: WORKS COMMENTS: Approval: DEPARTMENTCOMMENTS: Approval: 49 Walls: Electrical License No: Company: USE ONLY Phone: '35 3 - ~(v~x -7 Phone: 9 ~L"J u/(c„`a 9 Y.5 SIC: Sq.Ft.: Roof: Stories: Residential Units: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulatlons and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension orabandonment has notexceeded one (1) year. If changes have been or if suspension orabandonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notiTy the Building Inspector riventy-four (24) hours in advance for all inspecHons and shall receive written approval on inspection prd before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation ofth ' ions of the building codes or any otherordinance, law, rule orregulation. All plan review is3a' ield Insp Chief~erl ding Officia - C . PermitNumber BuildingPermit ~ 18788 CTTY OF WHEATRIDGE 7500 west 29Ttinven„e ~ 6/1/2005 wheamage, co 80033 ` Inspection Line . . . 303-235-2855 303-234-5933 . . Residential Demolition rxorEx'rY 11361 44th Av Unit: oVVmiER: City of Wheat Ridge (720) 244-3306 , . . . . . Description . . . . . . . . . . . . . . . Demolirion of existing shucture IFEES JAUTHORIZATIONS Units Occupancy> Walls: Roof: Stories: . Sq Feet: 0. Ihercby utifyNa[NesetbackdtvmncesprvposMbyth(sperma[app4eationare ccura[;anddono[vlalatesppGCabieordinv@es,tWesorregulaltoavoftheCiryof Whu[Rtdgeo enb,wxmentsorrestricfionuofrccord;Netvllmeasuremenbshown,andallegatloes modeueaaora[r,that[havereadaudagrsemahideby.ell coudin printW ou fL[v appllae~ioq and tFa[ I xvsume foll respo ~bility fo mpliance wiN Ne Whea[ Ridgc BuOdiug Code N.H.C.) and all ath applicable . WheatRidg rdinances,forwork ~ ' Pe^oit . . . . . . . . . . O/ . (OWNER)(COIiTRACTOA) . . IGIVEDDATE 1T4ispermltwasissuedinacmr0ancewiththeprov6tms setforthiuy 411sa11on.andissubjeMtothelawsoftFeStahofColoradoandroNeZouing . . RegWationaandBUilNugCodeofWM1ee[RIdgRColondoorenyoNerapp4cabieortl(nancesoftheCiry. . 3: Tluspermitshallexp'ucif(A)Neworkauthoriutlfsnoccommencedwit6fnsixty (60)dayafromfuuedareor(B)the6u0d(ng.authoriudissuspendedor ' . - abandaned for a perlotl of 120 dsya. . 3 - IffNSpermi[espira,anewpwmiFinaybeacquiredforafeea(onohalfNeamomtnormallyrcquired,provitlMnocAangevhavebaoorwillbemadein0eorigiualplausmdspec'J¢nFOnsandaoysuspensionorabandmoneu[hasnotexecededove(I)year.lfchangesaremadearitsuspw'iovorabantloumevt uceeds one (1) Yeay full fea sM1all be paid 6r a new PvTMC . . . . ~ 0 ..NoworkofanYmamushaLLhedoneNatwIDthmgeFlieoa[wd0owofwaterGaus(ngatlrWmBeProblem. - 5 Canfraaforshvlino[ItytheBuiWingIuspecmrtwenty-four(24)hau'sinadvanttfornllinepecrionsantlshcifreceivew.ritlwappmvcloninspectioncnNbetore . . . pmreedingwiNSUCCevsivephasssofthejob: . . . . . . . . . 6 1Teissusnceo(apermitarthevpprovalofdrewingsaudspecifiwUOneshnllnotbeconshuedrobeapermi[foymranvppmvalo(,aoyvfolapouo(fFe . . prorisions otNe. boildiug rodes or avy other ordinavcy lew, rvle or regulation. . . . . . . . . . . . . . . . . . . . . .....'i . CNefBuiWioglnsPec[or . . SIGTiEDDATE . Wednesday, June 01, 2005 ' . . . . : Page 1 of 1. ' COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. - of W"E'T q BUILDiNG INSPECTtON IINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: L Property Address: 3 1 Lf/'. 11 ~+~-V" ~ Pbone: 7,Z D 7'•~0 v Contractor License No.: Company: ~L~-Q'Q'O Gl,C C0 (!Oi PLone: OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANUING ANO AGREEMEN7 I gliildinq DepL Valuafion Figuie: I hereby cerUfy that the setback disUnces proposed by this permit application are and do nol violate applicable ordinances, rules or regutations of the City of accu2te Value:$ , W heat Ridge or covenants, easements w resVicGOns of record; ihat atl measurements shown, and allegations made are aavrate; that 1 have read anA agree to abide by all PCIiTili FCC:$ conditions printed on this applipUOn and that I assume full responsibiliry for wmpliance witt~ the Wheat Ridge Building Cotle (I.B.C) and all otherappliqble W heat p~~ Review Fee:$ Ridge Ordinances, for work underthisrtnit. Plans s bjecty field inspect/io'n. (OWNERMGONTMCTOR):SIGNEO DATE Use Tax:$ TOt3I:p .0 (OWNER)(CANTMCTOR):PRINTEO L_DATE / r~ Use of Space (description):_ ~ ~ , O~ «9 Description of worlc: ~yfj~ q~GJ ~Y Sq.Ft.added ExpiraCron Date: ExpiraGon Date: Expiration Date: Approval: ApProval: ApProval: (1) This permil was issued in acoordance with the provisions set forih in your appliption and is subjed to the laws of the State of Cobrado and to the Zoning ReguWtions and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances oi the City. (2) This permit shali expire i( (A) the woik aufhorized is not commenced vvithin sixty (90) days from issue date or (B) the building autlwraed is suspended or abandoned fw a period oi 180 days. (3) If this permit expires, a new pemiil may be acpuired for a fee of one-haHthe amount nortnally require0, provided no changes ha,re been orwip pe made in the original plans and spedfiralions arb any suspension or abandonment has not exceeded one (1) year. H chanpes have been a if suspensbn w abandonment racceeds one (t) year, tull fees shall be paid for a new permiL (4) No work of airy manner shaY be done that will change the nahrtal7bw of water pusing a drainage problem. (5) Conuactor yuil npb(y the gutlding Inspecior twenty-fiw (24) hours in advance fa aU inspecGOns arM shali receive written approval on inspection oN betora Droceedinp wiN successive phases M the job- (g) The issuance of a permN a the approval of drawings and specifications snaN not be construed m be a permit for, nor an approval of, any viola6on of the provisions of the buifding codes or arry other ordinance, law, rule or regulation. All pWn revlew b aubJectto fleld impec[ions. . Chief Building Official Electricai License No: Plumbing License No: Mechanicat License No: Company: Company. Company. Colorado Department of Public Health and Environment Air Pollution Control Division - Stationary Sources Program - Indoor Air Unit 4300 Cherry Creek Drive South, APCD-SS-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 - Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is Regulation No. 8, Part Colorado Air Pollution This notice signifies th; demolition contractor ti Environment pursuant i As a contractor, you ma~ the requirements of the c Colorado Department of strongly suggests that yc any other local buildingi THE ORIGINAL rol Commission March 2, 2005, the and 25-7-501 et seq). l'CFCs and the Public Health and imits, depending on ;ing performed. The Control Division, in order to determine AT ALL TIMES. Immediately notify the Unit of project mod fcations by f6x (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope oj work or ihe scheduled work dates, etc. This demolition notice is valid beginning 6/6/2005 through 11:59 PM on 7/6/2005. The actual scheduled work dates aze from 6/6/2005 through 7/6/2005. Approval issued on: 5/24I2005 Record number: 46644 Notice Number: 05JE2374D For the location specified below: Barn 11361 W. 44th Ave. Wheatridge Jefferson County This notice has been issued to: Amount Paid: $55.00 Check number: 26530 Asbestos Building Inspector: Lars Malmstrom Cerification No.: 282 Inspection Date: 03/16/2005 Colorado Excavating Issued by: 11650 W. 68th Ave. Arvada, CO 80004 •anted subject to Colorado Air QualityGont adopted December 16, 2003, and effective revention and Control Act C.R.S.,(25-7-10] the shucture was inspected for asbestos anc ; properly notified the Colorado Departmen Regulation No: 8, Part B. be subject to other demolition licensea and mnty and municipality in which the worki: urements that must be COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16397 BUILDING INSPECTION LINE -(303-234-5933) Date : 10/29/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: CITY OF WHEAT RIDGE - BAUGH HOUSE Property Address : 11361 W 44TH AVE Phone : 231-1308 Contractor License No. : 21808 Company : Historical Applications Phone :(970) 219-3743 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 W heat Ridge or covenants, easements or reshictions 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 Buildin9 Code (U.B.C.) and all other applicable W ea R' dinances, fo work der this ermit. c (OWNER)(CONTR4CTOR)SIGNED g ATE Construction Value : Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 ,9", e : Description : BAUGH HOUSE RESTORATION BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: DM Approval : Occupancy: Walls OK. 10128103. APPROVED FOR STRUCTURAL REPAIR ONLY. ELEC. , PLUMB., MECH., FIRE ALARM BY SEPARATE PERMIT Roof Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval ; Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions se[ foAh in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulalions and Building Code of Wheat Ridge, Colorado or any other applica6le ordinances of the Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days (3) If this pertni[ expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in ihe onginal plans and specifications 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 pertnit (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contrador shall noti(y the Building Inspec[orhventy-four (24) hours in advance for all inspections andshall receive written appmval on inspedion card before proceediin " h successive phases of the job. (6) TheIss e f a p rmi the approval of drewings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisi s of e odes or any other ordinance, law, rule or regulation. . e Chief Building In9 ector , Please sign Terms and Conditions on reverse side of page. . OF WHfqT ~ O c~ m C~L ORPOO COMNNNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WFIEAT RIDGE, CO 80033 - (3y03-23p5-$2~855y)z~ f3PPN~i l-.?'i$ IO~g 4 Property Owner. 6 ~[q 4 lcJ, fz. Properiy Address: Contractor License No.: /Company:T0r7 O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDIIVC AND AGREEMENT I hereby certify Ihat the setback distances proposed by this permit applica[ion are accurate, and do not violate applicable ordinances, mles or reguia[ions of the CiTy of V✓heal Ridge or covenanu, easements orrestrictions of record; tha[ all measurements shown, and allegations made are accu2te; tha[ I have read and agee to abide by all conditions prin[ed on [his applica[ion and that I usume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Whea[ Ridge Ordinances, for work under this permit. Building Pemut Number: Date: Phone: ~2-31-13nk Phone: Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (OWNER)(CONTRACTOR):SIGNED ' DA7E (OWNER)(CONTRACTOR):PRRTIED ~O!IIC[N'1 I/LU I~L] DA7E DESCffiPTION: ^ 06 T~ DVC BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: - g Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: RooL Stories: Residenaal Uniu: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expuarion Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject ro 0e laws af the Smte afColondo and to the Zoniog ReguWtions aod Building Codes of Wheat Ridge, Colorndo or any other applicable ordivances of ihe Ciry. (2) This permit shall expire if(A) the work authoriied is not commeuced within sury (60) days &om issue date ar (B) the buildivg aufiorized is suspended or abavdoned for a period of 120 days. (3) ]f this ymnit expires, a new permit may be acquired for a fee of one-half the amount normalty requved, provideA no changes have been or will be made in the original plans and specificarions and my suspension ar abandonment hu not exceeded one (1) year. If changes M1ave been or if suspension or abavdonmem exceeds one (I) year, full fees shall be paid for a new pemit (4) No work of any manner shall be done that will chang< the natural flow of wakr causing a drainage problem. (5) Cantracwr shall mfify the Building lnspecmr twrnry-Cow (24) hours in advance for all inspections and shall rweive written approval on inspection card before proceediog wilh successive phases of fhejob. (6) The issuance of a pertnit or e approval of drawingr and specifications shall not be construed to be a permit fog nor av appmval ot, any vioUdon of the provisions of iLe buildin c es or any other ordinance, law, rule or regulatioa ~ Chief Building Inspe o Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. Wheatridge Building Department 7500 W 29th Ave Wheatridge, Colorado 80033 RE: Remodel of the Baugh House,11361 W 44th Ave. The following are our plan review comments; 1) Fire appazatus access roads shall be requaed fore any portion of an exterior wall of the first story is located vehicle access. UFC 97 902.2.1. 2) The required width of any fire apparatus"access rc manner, including the pazking of veluclas and capable of ; pounds. Minunum required widths of 24 feet, and clearai shall be maintained at all times. UFC 97 902.2.4.1.., 902;. 1/12/00 rery buiid'mg hereafter constructed when more than 150; feet from fire department ads shall not be obstiucted in any upporting the imposed loads of 52,000 ces of not less 3han 13 feet 6 inches, 3) The building address numliers shall beposked pn a temporary basi§ and sball be permanently affixed to the bwlding in a minimi'4 inch numbers on a contrastII►g background. UFC 97 901.4.4 Amended. 4) Fire extinguishers shall be a 4-A rated 10-1b ABC dry 'chemical type. The required number of ext; g,;shers and mounting information shall be provided prior to Snal inspection. iJFC 94 1002.1. 5) Second stories having an occupant load less than 10 as determined by the Building Department may be provided with access to only one exit. Please post occupant load sign. UBC 97 1004.2.3.2 Exception. 6) Any code requirements arising from construction. 7) Twenty-four hours notice required for all tests and inspections. Kent Mpiyer Fire shal Arvada Fire Marshals Office 6503 Simms Street • Arvada, Colorado 80001-0060 •(303) 424-3012 • Fax (303) 432-7995 The City of 7500 WEST 29TH AVENUE ~Wh e at WHEAT RIDGE, CO 80215-6713 (303) 2345900 City Admin. Fax # 234-5924 Police Dept Fax # 235-2949 q;Zidge November 12, 1996 Mr. Thomas Sloan Wycolff Construction 6428 B Newland Street Arvada, CO 80004 Deaz Mr. Sloan: I am enclosing a copy of the emergency ordinance declaring a moratorium on demolition permits for historical structures within the City. This moratorium is in effect until January 30, 1997. The demolition permits you applied for today for 11361 W. 44th Avenue will be held for approval consideration until such time as the moratorium is lifted or expires. Also enclosed aze copies of the referenced demolition permits. Please feel free to call me if you have any questions at 235-2844. S1I0'~ Glen Gidley, Director Planning & Development Enc. Ordinance No. 1054 Copies of Permits for 11361 W. 44th Ave. ~s C4_- .,AFIE A utrAFt fN1ENT OF PLANNtNG AND DEVELOPIYIEN7 8uilding Pertnit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Qate : 7500.WEST 29TH AVENUE a _ WHEAT RIDGE, CO 80215 Properiy Owner : 9(oP74-1 Property Address : //3 (c [J . V14 Phone : 9'kJ - 3 7Z 0 Contractor License Na. : Company : C.cr fC&a/'-,- Phone :~~"a . L OWNEFi/GONiRACTQR SIGNANRE OF UNDERSTANDING AND AGREEMENT ConsWction Value : Permit Fee : Plan Review Fee : Use Tax: ! hercby certify that the aetback distances propased by this pertnit appliqtlon aie aaurate, and do not vioWk appGpbb adinances, ruks or regulations o( the Cily of VYheat Rklp covenants, easements a reshiGana of recoM: that all measurementa ahown, and allepations made aro aaunte; that t have road and agree to abide 6y all conditioro printed on thb applicatbn, and fhat I assume full rcsponai6il' for com Iwnce with the Wheat Ridge Building Cade (U.B.C.) uid aN other appliabl5 o~iii ees. for wwic under ma aem,a. ( / (OWNER)(CONTRAC70R) SIGNED_ ✓ ~ OATE /'/Z'- L Description: Total : 6". LFJ 4 `J/"' , BUILDING OEPARTMENT USE ONLY Z ~ Approval : Zoning : lnffj- Approvai : Approval : Occupancy : walis SIC : Sq. Ft : • ~ D~N/~b Roaf : Siories : Residen6al Units : Elechical l.icense No : Plumbing License No : Mechanical License No : Company : _ Company : Compaoy : ExpiraGon Date : Eupiration Date : Eupiration Date : Approval; Approval: Approval: IN 0 ffai~~~ 8 fECfm1Ria~ (i) Thia Pwa wu iaawd in aaadana with the proviiions rt bM in yopur appiutqn rA ro subiW to Me uws d the SeNe d Cdowdo aM to tne Zoninq Rapw.uom ma ewa~ coae a w+,eac wape. ca«aao «.r~y on~« wwKaw. «ananoN w me c~. (2) TM DMK thW l~ire (A) the work authanzed i! nol Wrtnrnced wit7wi aixly (60) daYS trom is7w tlate a(8) the OiilCirp wNarizc0 is wspenEeG or abinAaMdlar a Period a( 720 Gys. (3) n mo D~ ~s. a new Gem.~ rtuv be xquve0 tor a tae M ano-nyt tM artnunt nwmah taaurtM. ProvMM no Uarqes nave been a wip x made in the orpnai p+ns an0 W~a~uUO~i.a^A.am' su?Pensbn «abaiWanmeM Iw not vaeEM one (1) year. Ir Uwges ue made «d wsPn+sian «aOanCOnment fs, (6) a erauoa v"M. spectioro antl shaii recerve writlen approval m inspection rard betore Of illy ahan eqt De conetiueC ro be a pemiilla. nor an appoval al, ury violation d Me provisions Chief 8uilding inspector For Mayor u THIS PERMIT VALID ONLY WHEN SIGNED SY THE CHIEF BUIIDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PR10R TO INSPECTfOM DEPARTMENT OF PLANN11vG AND DEVEW.1'N►ctv I BU(LDING INSPECTION. DIVI$ION - 235-2855 CI'fY OF WHEAT RIDGE: 7500 WEST 29TH AVENl1E . WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3 G I- CJ Date 06~i , `x. Phone Contractor License No. : Company: Phone: OWNERICONTRACTOR SIGNATURE OF UNpERSTANDING AND AGREEMENT - I MrebyceKify that the setbadc dktances proposed by this pem+i!app lication are acarale, . and do not vwlah apWiCabie ordininCes, ruks or reguledOns of tM Ciry Ot 1Nheat Ridye or covenants, easements or restrations of record: that aq meuurartbnb shovm, and albyations made are accurate; fhat i have rcad and ayree to abide by ait conditions priMed on this applidlion, and that 1 assume fuli responsibility for comphance with the"Wheat Ridpe Building Code (U.B.CJ and aC otlror applicabk Wheat fidge oMiunces, torwork undh Nis permit (OWNER)(CONTRACTOR) SlGNED DATE Oescription : ieezmm~ Approval: Zoning : Bui~ Approval: PG _ _ Approval: Occupancy : Walfs Construction Value : dr~ ~ • Permit Fee : Plan Review Fee : Use Tax : Total : SIC : Sq. Ft. : ~ • jI Sf c c. D ' S~,~ BUILDING DEPARTMENT USE ONLY . D F.-IN l EA Roof : Stories : Electrical License No : Plumbing License No : Mechanical Licease No : Company:. Company: Company: Expiration Oate : Expiration Date : 6cpiraUOn Oate : Approval : ApProval : ApProval : im fEfini~i3a~Cli~ ~ 0 Th's vannet •as i.swa in acoormnm wan me wwisbns.ee ram tn yopur wvnatlon.na u woiact m me LAWs or me srm a ea«aao ma w tlw zminro Rpu46ms mC Bu'a6ria CoCe d wMrt Ritlpe. CoboCO a mY wMr aPpkabN ordt^na~ W Na Ciry. (2) 71iit Pe^^d s~W I a~ire 84°J the wak auUan[eE is net mimrncatl witli'vi S¢p' (!O) d+YS kan Wue tlata a(B) fhe buiWin9 wMaizW is wsperMSd a a6trMaieC tat a P~~ ol 120 daya. tt Mis P~~ a:pm, a new Pe^^rt maY De ac~uireO for a lee M one-MN ihe xmmri tanwiy.reW're0. CroviOM na Uurges hm Wm u vritl be mM~ in the aqma~ 9~+^~ ~Pp~~^s ~nd aM w~f~!~ a~nCOnrt~ent Ms nol arcaedcE ane (7I Yeac It chanqes ara matle or il wsDansio^ a abmtlmment exCeedb ane (1) Yev. MI Ices.ehill be P~ ra a^a+ D~ (6) No woAc d anY manner stW be daie tlnt vnli Wnpe the nfNral flaw Mwakr nusin9 a drainaqe Wobkm. CpraontMeadCa snall mbM the BW~Iq InsP~« twenN-taur (7t) noun in atlvance tor stl nspectlons and stwn receive written aPGroval on ins0~^ cW belore (5) (6) 7M ~siw of a P~ a~~ o~iriw'eqs anc sa~uua+a m~p na a mmauea a, x a xrma r«. n« an aawa~ m, am viaauon a me vro~sion+ m me nuWuq mae+«rnr aaMr aainance. row. euie «eea~uNm. - buuaing rErmi[ rvut+luCi Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTIQN 7500 WEST 29TH AVENUE - P.O. aox saa Fhe City of WHEA7 RIDGE. CO 80034-0638 (303) 234-5900 cwheat City Admin. Fax ik 234-5924 Police Dept. Fax # 235-2949 GRidge NOTICE AND ORDER January 28, 1994 Mr, John Scott 12094 Applewood Knolis Drive Lakewood, CO 80215 After having inspected the premises located at 11361 W. 44th Av~enue, City of Wheat Ridge, Jef£erson County, Co ora o, and under the authority of Section 202 of the Uniform Code for the Abatement of Dangerous Buildings, 1991 Edition, adopted by City Ordinance No. 1992-912, i hereby declare the buildings on the site to be dangerous and public nuisances to be abated by rehabilitation or demolition and removal. The residential structure has been so damaged by fire that the structural strength and stability is materially less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location. The outbuildings have become so dilapidated as to become (i) an attractive nuisance to childrem (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto £or the purpose o£ committing unlawful or immoral acts. Therefore, one or the other of the £ollowing actions must be taken. A. All structures may be brought into conformance with all sections of the Building, Plumbing, Mechanical and Electric Codes of the City. If this option is chosen all permits must be obtained and the wotk physically commenced within 60 days from receipt of this Notice and Order. B. In lieu of the above option the structures must be demolished and removed. A permit must be obtained and the work commenced within 60 days of the receipt of this Notice and Order. The work must be completed within 30 days after commencement. C) k-deAYaPea i£ the required repair or demolition work is not commenced within the time specified, I wiii proceed to cause the work to be done and charge the cost thereof against the property or owners. Any person having a record title or legal interest in the buildings may appeal from this notice and order to the Building Code Advisory Board. The appeal must be made in writing and filed with the building official within 30 days £rom the receipt of the No.tice and Order. Failure to appeal will constitute a waiver o£ all right to an administrative hearing and determination of the matter. Jack E. Prose Chief Building inspector City of Wheat Ridge NOTICE & ORDER sent to: Mr. Ted Ross & Associatees c/o John Scott 12094 Applewood Knolls Drive Lakewood,. CO 80215 Mrs. Joan Snyder 1644 So. Routt Way Lakewood, C0 80232 w INSPECTION TICKET JOB ADDRESS 1161r za-e_ n -i DATE: ( ~ BLDG. PERMIT# PERMITN B G 8 R CTOR C~~ufiC~B~i DATE INSP. REQ. TYPE OF INSP. -efl INSPECTION MADE Y- « i W.R. co am~~a~ W O~~~N ~I ~ 3393 m c 00 „x ~ ~ ~ +A• . ~no-.~ ~3 m Mz; ~ m 30 oao 'C . p d~° a a a~s =Wa ~ ~n m3m ~m~ ~ e a o . _ ~ m .z o ro_. ~.~*0 - . m .p~~:'N . ~ 'f ~ C y ❑ ~ (p ~ ;CliP LLJ~N " N OD. ~ID O i ~ ~ 5 ~ o ; y. . jra N R. y~ z £ ~..~R a 0. zmg. . m W m a ~ 5D ~`N m.~w..0. . . . ' > ENOER. ~ COmpletertemslantl/or2kratltlitionalsernces,.. IaI5oWl5htofeCelVethB i • : compie~e rtems a, ana aa a e. Prin[ your name and atldress on ihereverse of this form so that we can reNm this card ' _ followmg services (for an extra fee): 0 A e ' A ..to,ya, . wqttach ihis form ro~fie iront of the maiipiece,. or on the back ifspace does not pertniY S~ 4Vrite'ReNin Receipt Requested" on the mailpiece below.iheartick number 1. ? ddr ssee s ddress 2: ,O:Restricted Delivery e wi pmvide you the sgnature.of the person deliveretl to ana t 1f date of G¢Irven ReceiptFe li ~ M1e Consult postmastef fof, fee. 3 Article Addressed to ~Y 4a ArtiCle NUmbef P 913 667 539 ~ 4b. Service Type ~ 14004'~~~~ CERTIFIED 7. Date ofDelivery 7 5. Signature (Addressee). 8: Addressees dre (ONLY 'rf ieq ~ d anH(jgV ~ O 6.S ' ture - Agent) ~ , PS Form 3811; November 1990 _ DOMESTIC R TZtEIPT . •N ~ ~ . _ ..r-_ _ . . ~z ~ I ;a { P 913 667 539 ¢ -0 fn m I Cl) m a o < m c ~ ~ I 71 z ~ 9 z 0 7 .7 ' w S A C a-i ~a 6 o i f O NO ( W rn 0 o' m p+~ m r O Cs a m °m3 ~ I ~a°t~ .G•a - m o m . a~ I tx a° a ` ~ ~ ~ n „ S J ry!g~ :g ~ - J (y Q 9 m o ' x ~ ~ ~ 4 ~ < : { m Fo <s ~ I m H - I - ,AI A,11 I m Q : p^ y x _ L . Pos'"GE ~ i POSTMAAK OA OATE RETURN SHOW ID WHOM, DATE ANO/ PESTflIQED ~ ADORESSOFDEIJVERY ~ W I - DEWEflY RECEIPT d ~ ceanFiEO FEE+ae ruaN RECEivr 6 O AT TOP OF ENVELOPE TO SERwCE ~ ~ w ai ETURN ADDRESS. 3 - rorn aasrnce au m o FEES e w z . ~ NOINSORANCECWEflAGEPROVIDED - V] SENTTOI FO NOTfl WTEPNHTIONALMAIL W G LL❑ DQ M1 MrS s JQ$ti S13yCpEX' . az ~ p . -D 164+4 Sa. Roufit Way a w Labzewood, Ct3 80232 m ~g ' r-q c' y ~ ~ W ~ QW a~ POSTMAAKOA D11TE ~ RETORN SHOW lO WHOM.DATE AN~ FESRiICTEO / / W DELIVERY REGEIPT AODFESS~OP DELNERY O CEFLIFlEbFEE<RETIIFNREGEIPT 6 SERVICE ~ y . TOTAL POSTAGE AND FEES 6 1 Z W " m NOINSIIFANCECOVERAGEGFOVIOEO - ~ SENTTOI NOTFOFMTEPNATIONPLMAIL WQ LLO O Q ~ K ~ pfZ'a JO.,~.IB i9$ °Otx ~ F 6 W . , 12694 A~S~sleticsod Eia~zat2s Ariva yo m -i b&ketacsos3, Co 80215 UP- r ' NI O ~ W~ d j= aF z PS FORM 3800 RECEIPT FOR CERTIFIED MAIL ' o ~ uwreosmres oosnL serzmce a ~ -