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HomeMy WebLinkAbout4325 Wadsworth Boulevardi CITY OF WHEAT RIDGEG (11) Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:L— Job Address: Permit Number: X01 C1 Ua S 4 i U ❑ No one available for inspection: Time I ! AM/PM Re -Inspection required: Y7)s No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. usarinspection Date: 16 Inspector: a DO NOT REMOVE THIS NOTICE CARLISLE MEMBRANE MATERIAL WARRANTY 2v 411015-7 DATE OF ISSUE: July 24, 2017 969 BUYBACK GAMES 4325 WADSWORTH BLVD WHEAT RIDGE, CO 80033 NW#1242517 THE RAMOS ROOFING COMPANY .060 FR EPDM 9101 PEARL ST, STE 125 THORNTON, CO 80229 Subject to the following terms and conditions, Carlisle Roofing Systems, Inc., (CARLISLE) warrants to the Buyer that the membrane material (MEMBRANE) sold to the Buyer will be free from manufacturing defects at the time of its delivery to the job site. If upon inspection by Carlisle, the membrane evidences manufacturing defects, Carlisle's liability and Buyer's remedies are limited, at Carlisle's option, to the repair or replacement of the defective membrane at the F.O.B. point in the original contract of sale. Carlisle further warrants that the Membrane material will not prematurely deteriorate to the point of failure because of weathering for a period of 10 years from the date of sale if properly installed, maintained and used for the purpose for which Carlisle intended. Buyer shall give Carlisle notice of a claim under this warranty within thirty (30) days of discovering the premature deterioration of the Membrane. If upon inspection by Carlisle, the Membrane shows premature deterioration because of weathering within the 10 year period stated herein, Carlisle's liability and Buyer's remedies are limited at Carlisle's option to the providing of repair material for the original Membrane or credit to be applied towards the purchase of a new Membrane, the value of these remedies being determined by Carlisle based upon the number of remaining months of the unexpired warranty used to pro -rate at the current prices for the Membrane. The maximum pro -rated value allowed by Carlisle for repair or credit shall not exceed the original Membrane purchase price. This warranty refers to the membrane material only. Flashings, adhesives and other accessories contained in a membrane system are not covered by this warranty. Carlisle shall not be responsible for the cleanliness or discoloration of the membrane material caused by environmental conditions including, but not limited to, dirt, pollutants or biological agents. NO REPRESENTATIVE OF CARLISLE HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OR PROMISES EXCEPT AS STATED HEREIN. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THE WARRANTIES CONTAINED IN THIS DOCUMENT. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES, INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO THE STRUCTURE OR ITS CONTENTS ARISING UNDER ANY THEORY OF LAW WHATSOEVER. BY: Mark J. Long /Pt4-� AUTHORIZED SIGNATURE TITLE: Director, Technical and Warranty Services P.G. Box 7000 Carlisle. PA 17013 Phone- 500.233 0551 Fax 717.245 7121 www.cartislesynier s F0014 (3-18) i CITY OF WHEAT_EtIPGE Building InspectionDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: X10 C1- P- n I ' 1 Job Address: 14 3-a s IN G d s w o r )I Permit Number: 2 0 1-7 0 ti (c, S-7 n ez ❑ No one available for inspection: Time /l - 1!5-- A PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: S 2 1-/ 4 �g Inspector: "T-3 DO NOT REMOVE THIS NOTICE M. 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: `� 0 9- F t,t, G I Job Address: L_l 3 V SS kj,__,:� wy 4A tom_ iL d Permit Number: 2 c l 7 0 (I 4, 5- 7 If ❑ No one available for inspection: Time q=A /PM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -'S7-/9 I / S Inspector: —i`iJ DO NOT REMOVE THIS NOTICE yat t effit, City of Wheat Ridge ° Commercial Roofing PERMIT -201704657 PERMIT NO: 201704657 ISSUED: 07/24/2017 JOB ADDRESS: 4325 Wadsworth BLVD EXPIRES: 07/24/2018 JOB DESCRIPTION: Permit for Commercial roof: Remove exisitng down to decking, install R-25, full taper, dens deck cover. Fully adhere 60 mil black EPDM 50 squares *** CONTACTS *** OWNER 303-638-5858 ROGER LOECHER SUB (303)659-8241 Alfredo Ramos 060036 Ramos Roofing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 45,000.00 FEES Total Valuation 0.00 Use Tax 945.00 PAID Permit Fee 672.05 _ ** TOTAL ** 1,617.05 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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 - 201704657 PERMIT NO: 201704657 ISSUED: 07/24/2017 JOB ADDRESS: 4325 Wadsworth BLVD EXPIRES: 07/24/2018 JOB DESCRIPTION: Permit for Commercial roof: Remove exisitng down to decking, install R-25, full taper, dens deck cover. Fully adhere 60 mil black EPDM 50 squares 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 perms er attest that I am y au orized to include all entities named within this document as parties to the work to be per and th t all work to b per ormed i disclosed in this document and r its' accompanying approved plans and specifications e O or CONTRACTOR (Circle one) Date 1, This permit sued 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 regarless of activity. Requests for extension must be made in writing and d received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off�ial and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permnot be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or re tion of this jurisdiction. Approval of work is subject to field inspection. 14"C7044 Q. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat -Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: -717,q I Plan/Permit # 2-oi-1to 14651 Plan Review Fee: Building Permit Application [7f *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: y3 Y3 /3 o l ? .. Property Owner (please print): ,�,p� C- to er Phone: 6 Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zi Arch itect/EIng ineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: Phone: 9 -3Y - Contractor 3Y -- Contractor E-mail Address: qjF.-ezr_Goe�)1-g"tf Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE D COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) J Sq. Ft./LF Btu's Gallons Amps Squares �JZJ Other 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 are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the infonnation provided on the application. CIRCLE ONE. (OWNE (jnNTR 4— y' (A Signature (first and of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: All h 1.54c cr rr R 'd t�7 c, C7 (Cl 4 wd CA, , c 41 Ile jc) pRFs fi�) 0� Itll" �.. r ♦��4' - r City of Wheat Ridge Commercial Miscellan PERMIT - 102174 PERMIT NO: 102174 ISSUED: 09/15/2010 JOB ADDRESS: 4325 WADSWORTH BLVD EXPIRES: 09/15/2011 DESCRIPTION: Temporary fresh roasted chili stand with tent and chainlink * ** CONTACTS * ** owner 720/377 -8650 Roger Loecher ** PARCEL INFO ** ZONE CODE: C -1 USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .00 FEES Permit Fee 26.00 =�, ** TOTAL ** 26.00 Conditions: MR: Zoned C -1. Permit approved with the following conditions consistent with Section 26 -627 of code: 1. Sales lot permitted for not more than 90 days. 2. Tent /canopy cannot block fire lanes or take up pakring and cannot be located in sight distance triange. 3. Clean up of site required after sales is completed. The issuance of a building permit should not be construed to be approval of a business license. KC: Approved. 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 of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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. Signature 1. 2. 3. 4. 5. 6. 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. 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. 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 permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 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. 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, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review isAs =bject to field inspections. Signature of 7uilding Official date INSPECT N 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. ......_...- - _- ....... 5 y hcat- erg Plan r °QC-Cl] Building d. Inspection Services Division � 7500 K 29 Ave., Wheat Ridge, CO 80033 Permit # _ J Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application Property Adtds ess: Property Owner (please print): �Phon / - -�G�� L- 1GLJ C Mailing Address: (if different than property address) � /� C, Address: City, Sta Contractors City License #: Phone: Sub#vootractdrs; �� Electrical: Plumbing: Mechanical: City License # City License # City License #, '� �rref tV+D{'i�+3�lts+L3 \ ti Contract Value:. r Review Fee (due . at time of submittal): X - Lo Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations . of the City . of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner . or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLE ONE: (OWNER) (CONTRACTOR) nr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: DATE: 4 Bldg Valuation: $ Chantae Elliot 766 Polaris PI Thornton, CO 80260 PROPERTY LEASE This property lease dated September 1, 20010 is by and between Roger P. Loecher,DBA Ariah (lessor) and Knew Life Inc. (Lessee). LESSOR HERBY LEASES THE FOLLOWING DESCRIBED PROPERTY TO LEASE: An approximate space of 27ft x 18ft next to the north entrance at 4325 North Wadsworth Boulevard, Wheat Ridge, CO will be allotted for Chili roasters and sales. Employee parking will be along the old Put Put Golf location on the north side of the property. If Buy Back Games deems the Chili stand to have negative impact on their business Chili stand may be asked to move back to spot it occupied in 2009. TERMS: The terms of this lease shall be from September 1' 2010 to October 31st, 2010. The lessee will be leasing land for the sales of Fresh Roasted Chile and Produce. The lessee shall pay the landlord $2,000 for the term of the lease upon signing. The lessee shall carry a million dollars of insurance on the premises covering personal injury, property and casualty naming lessor as an additional insured and furnish copy of same. The lease shall be binding on the parties, their personal representatives, successors and assigns. If city can vi e pe)mit for location lease will be terminated. K- ) L Knew Life IpC; . '` ZONING AND DEVELOPMENT § 26 -627 P Sec. 26 -626. Residential uses in commercial zones; conditions. A. The amount of total floor area devoted to commercial use must exceed that devoted to residential use. B. Residential use shall not be located on the ground floor, and if so, restricted to the rear half of the building. C. Residential use density shall not exceed one (1) dwelling unit per five thousand (5,000) square feet of lot area. D. Residential dwelling units shall be no less than five hundred (500) square feet each. E. Parking shall be supplied at the rate of one (1) space per three hundred (300) square feet of floor area. F. Where the applicant intends to convert an existing residential structure, either partially or wholly, to a commercial use, commercial development standards shall be applied for parking, landscaping and residential buffering. Any changes to building floor area shall fully comply with all commercial development standards. G. No new residences as a primary or principal use shall be allowed. (Ord. No. 2001 - 1215, § 1, 2- 26 -01) Sec. 26 -627. Temporary holiday tree produce and bedding plant sales lots; conditions. A. Temporary sales lots shall be permitted for no more than ninety (90) days. B. If located upon a parcel which is occupied by a primary use, the temporary sales area shall not occupy required parking spaces or fire lanes, and shall not be located within the required sight distance triangle of the intersection of two (2) streets. C. If located upon an undeveloped parcel, adequate off - street parking area for the use must be provided. !a r l ure �N ♦ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax IN7 TION N { OTICE Inspection Type: ^ Job Address: 3M� _961, Permit Number: ❑ No one available for inspection: Time AM(faM_) Re- Inspection required: Yes No "When correction have been made, cal/ fo r -ins . t 303- 234 -5933 Date: (rr'F'1�t/ Inspector: ^. Q. - DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 100925 Issued: 06/01/10 Stipulations: Remodel of Parapet and Columns This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4325 WADSWORTH BLVD Parcel Number: U1554 Owner: Roger Loecher PO BOX 12208 Denver CO 80212 Contractor: For the Following Pu Cod Editions _ 2003 ICC /2005 NEC _ 2003 ICC /2002 NEC 1997 UBC /2002 NEC Sprinkler System rpose: Commercial Remodel NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. ng Inspector Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 06/02/10 08:16:43 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 100925 mmackey PERMIT INFORMATION: Permit#: 100925 Address: 4325 WADSWORTH BLVD Permit Type: Commercial Remodel Parcel Cd: U1554 Permit Dt: 04/12/2010 OWNER: Roger Loecher Expires: 10/09/2010 Address: PO Box 12208 City /St /Zip: Denver CO 80212 LAND PARCEL INFORMATION: Zone Cd: Commercial DU: 0 SetBscks- Front: 0.0 Funct Use: Commercial Last Zone DL Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cant Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: SOB DESCRIPTION: Remodel parapet and columns, re- sheath, and RIFE system FEES OTT DUE PAID: Permit Fee 7,380.00 199.30 199,30 Plan Review Fee .00 129.55 129.55 Total Valuation 7,380.00 .00 .00 Use Tax 7,380.00 132.84 132.84 ---------- 461.69 --- - - - - -- 461.69 CONTACTS: owner Roger Loecher PO Box 12208 Denver CO 80212 3034228500 sub CL4 Pyramid Construction, LLC 2895 W. 90th Ave. Federal Heights, CO 80260 3034877221 PERMIT CONDITIONS: RP: Must comply w/ 2003 IBC & 2005 NEC as applicable. Install per manufacturer specifications. Subject to field inspection. APPROVALS: Reg Apprv'1 Date Approver Note ----------- --- - - - - -- -- - - - - -- ------------------- - - - - -" ------------------------------------------------------------ Planning 04/08/10 AT REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 04/12/10 CREATED FROM APPL# 10 -0097 04/08/10 Permit approved. Sent to RP for review. 04/02/10 Given to AT for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 fri:Framing Rough Insp. 10 -0059 04/26/10 no kc 04/27/10 04/27/10 COMPLETE 2 dws:Drywall screw /nail 10 -0059 04/28/10 no We 04/29/10 04/29/10 COMPLETE 3 gss:GUtter /siding /soffit 10 -0059 04/28/10 yes kc 04/29/10 04/29/10 INCOMPLETE 4 gss:GUtter /siding /soffit 10 -0059 04/29/10 yes kc 04/30/10 5 bfi:BUilding Final Insp 10 -0059 05/27/10 no kc 06/01/10 06/01/10 COMPLETE ♦ 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: QAIC, I Job Address: V32.5' 4 g•45�� Permit Number: cZyG' I ❑ No one available for inspection: Time .rte ICS IPM Re- Inspection required: Yes ( :g & When corrections have been made, call — for rr re - inspection at 303 Date: 2 Inspector: 71 DO NOT REMOVE THIS NOTICE ` CITY OF WHEAT RIDGE Building Inspection Division !� (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: f6kalgf Job Address: f 3�S uiA.n �u� rx/ 31 0 Permit Number: leD 9ws' ❑ No one available for inspection: Time AM/ PM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 -5933 Date. _ YZ27 11V Inspector DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge r4000or Commercial :Remodel PERMIT - .:100925 PERMIT NO: 100925 ISSUED: 04/12/2010 JOB 'ADDRESS: 4325 WADSWORTH. BLVD EXPIRES: 10/09/2010 DESCRIPTION: Remodel parapet and columns, re-sheath, and EIFS system ***-CONTACTS owner 303/422-8500 Roger Loecher sub 30.3/487-7221 10-0059 Pyramid Construction, LLC **'.PARCEL INFO ZONE CODE: C-1 . USE: C-1 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT 'VALUATION: 7,380:00 FEES Permit Fee ' 199.30 Plan Review Fee .:.129.55- Total Valuation ,00 Use. Tax 132.84 LN TOTAL 461.69 Conditions; RP: Must comply w/ 2003 IBC 2005 'NEC as applicable. Install per manufacturer specifications. Subject to field inspection. I hereby certify.: that the setback distances proposed by this permit application are accurate, and donot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions' of record; that all measurements shown, and allegations: made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code p(I B.C) and all other`. applicab ea a -0rdinances, for work under this 'permit. Plans subject to field inspection. of gtio Signature-of- con ractor/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 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 a: 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 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. 4. No work of any manner shall be done that will change the natural flow of water causing ;a drainage. problem. Dceedmg with successive phases of the job. comings and specifications shall not be construed to'. be a permit for, nor: All'. plan rev' w subject to field inspections. Signature o Chi' BuildingOfficial Ydate INSPSC ON 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.r Clty O( y ya-~ c~t.Wge Ct3tvtARUNtTY AJStYE.I OPx~'LENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Date: C Plan # lei O(~ 7- Permit # IDO qa S NT- /D Property Address: 4325 WacAswc>.tll,, 8ivd• Property Owner (please print): (Z o y e r L o e the r Phone: 3o3- 422 - 13500 Mailing Address: (if different than property address) Address: PO GO-A 1220$ City, State, Zip: t0ewev~ C® 66212 Contractor: Pctwah.13 Cov,q{roc,};Gw LLC.. Contractors City License 1 0005 9 Phone: :3 03 - 301 _ 5'1$5 Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # Description of work: See- Sc-oe e- car W or i; e.44 e -w BTU's Gallons City License # J Contract Value: °IrSBO.0o Review Fee (due at time of submittal): Sq Ft. 5 . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRtNTNAME: Rudy 3pahcllee SIGNATURE: DATE: 2ct/lo ZONING COMMENTS - 'd?rov~ DEPARTMENT USE ONLY Zoning"t" Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer. r ~ 5eo C'i odl oAs E r,/ef4-16wVCIIIrg secs. PUBLIC WORKS COMMENTS. 10 OCCUPANCY: Reviewer: FIRE DEPARTMENTV approved wf Comments ❑ disapproved ❑ no review required I Bldg Valuation: $ 7 r-,), VOOF A -l/ 01 SECTION DETAIL Scale 114" = 1" T. 0 t-IEW B ALL Top of C i i 7% (r,) ci-lu -ryr,----) flit Joe)' CGV-AVF (.F-) (t.) poor .(w ma r IT A -1/ 02 SECTION DETAIL Scale 114" = 1" f m EAST ELEVATIO Scale 1/8" = 1" I i f EAST PLAN Scale 1/8" = 1" � 8 i -i t H no I a 3 " F I F5 girls,!- G1 A -1/ 03 SECTION DETAIL Scale 1/4" = V nw b i 1— � diid t v 1 A -1/ 04 SECTION DETAIL Scale 1/4" = 1" a r • t" • • • �A a - rl N a A a W ® � W W 88� A N BUY BACK GAMES 4325 WADSWORTH BOULEVARD WHEAT RIDGE, COLORADO 80033 PYRAMID CONSTRUCTION, LLC 2895 WEST 90TH AVENUE FEDERAL HEIGHTS, COLORADO 80211 A-1 MARCH 29, 2010 CONSTRUCTION DOCUMENTS SPECIFICATIONS ~r WHE4T u m :a APPROVED, Wheat Ridge ' ilding Department Subject 4o field Inspections p roved Wheat' Ridge Building Dept; BU I OFFICIAL AT Date: Validity of permit. The issuance . permit or approval of , specifications plans ,mw computations shall not be a permit for, or an approval of, any violation to Signed. Plan checker any of the provisions of the building code or of anyChyordinances. Permfta presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. BUY BACK GAMES 4325 WADSWORTH BOULEVARD WHEAT RIDGE, COLORADO 80033 PYRAMID CONSTRUCTION, LLC 2895 WEST 90TH AVENUE FEDERAL HEIGHTS, COLORADO 80211 A-1 MARCH 29, 2010 CONSTRUCTION DOCUMENTS SPECIFICATIONS TABLE OF CONTENTS: 1. SHAPE C-1 DETAIL 2. EXISTING CONDITIONS PHOTOGRAPHS 3. 05400 COLD FORMD METAL FRAMING SPECIFICATION 4. 07220 EIFS SENERGY SPECIFICATION 5. 09260 GYPSUM BOARD SPECIFICATION _ 9 Reissued September 1, 2001 WtrMJcc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the Intenational Code Council® Legacy report on the*1997 Uniform Building Coder; the 2000 International Building Code, the BOCA" National Building Code/1999 and the 1999 Standard Building Code° DIVISION: 05-METALS Section: 05400-Gold-Formed Metal Framing BEARING AND NONBEARING STEEL STUDS STEEL STUD MANUFACTURERS ASSOCIATION 800 ROOSEVELT ROAD BUILDING C-321 GLEN ELLYN, ILLINOIS 60137 ALLIED STUDCO 2525 NORTH 27TH AVENUE PHOENIX, ARIZONA 85009 CEMCO 263 COVINA LANE CITY OF INDUSTRY, CALIFORNIA 91744 CLARKWESTERN BUILDING SYSTEMS, INC. 6510 GENERAL DRIVE RIVERSIDE, CALIFORNIA 92509 CONSOLIDATED FABRICATORS CORP. 7815 EAST SOMERSET PARAMOUNT, CALIFORNIA 90723 CUSTOM STUD, INC. 8415 220TH STREET WEST LAKEVILLE, MINNESOTA 55044 DESIGN SHAPES IN STEEL 10315 EAST RUSH SOUTH EL MONTE, CALIFORNIA 91733 DIETRICH INDUSTRIES, INC. 500 GRANT STREET, SUITE 2226 PITTSBURGH, PENNSYLVANIA 15219 NEXFRAME 4819 FITE COURT STOCKTON, CALIFORNIA 95215 OLMAR SUPPLY dba DENMAR STEEL, INC. 6765 PRESTON AVENUE #D LIVERMORE, CALIFORNIA 94550 QUAIL RUN BUILDING MATERIALS, INC. 2102 WEST LONE CACTUS DRIVE PHOENIX, ARIZONA 85027 SCAFCO CORPORATION 6212 EAST MAIN AVENUE POST OFFICE BOX 11215 SPOKANE, WASHINGTON 99211-1215 STEEL CONSTRUCTION SYSTEMS 11250 ASTRONAUT BOULEVARD ORLANDO, FLORIDA 32837 STEELER, INC. 10023 MARTIN LUTHER KING WAY SOUTH SEATTLE, WASHINGTON 98178 THE STEEL NETWORK 2012 T.W. ALEXANDER DRIVE POST OFFICE BOX 13887 DURHAM, NORTH CAROLINA 27709 UNITED METAL PRODUCTS, INC. 234 NORTH SHERMAN AVENUE CORONA, CALIFORNIA 92882 UNITED STEEL MANUFACTURING 2966 EAST VICTORIA STREET RANCHO DOMINGUEZ, CALIFORNIA 90221 1.0 SUBJECT Bearing and Nonbearing Steel Studs, Joists and Tracks 2.0 DESCRIPTION The design of the steel studs, joists and tracks described in this report complies with Section 2217 of the 1997 Uniform Building Coder (UBC), Section 2205 of the 2000 International Building Code (IBC), Section 2206.1 of the BOCA National Building Code/1999 and Section 2204.1 of the 1999 Standard Building Code. 2.1 General: Punched steel studs and unpunched joists and tracks are roll-formed in various depths with the metal thicknesses indicated in Table 1. 'Revised December 2008 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement afire subject of the report or a recommendation for as use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to anyfinding or other maser in this report, or as to any product covered by the report. Copyright m 2003 Page I of 4 ICC-ES Evaluation Report ER-4943P* ER-4943P ( Most Widely Accepted and Trusted Page 2 of 4 Section designations, section properties, steel yield strength, etc., are set forth on pages 6 through 11 and pages 2 through 5 of the accompanying Steel Stud Manufacturers Association catalogs, "Product Technical Information," dated 7/01, and "Supplemental Product Technical Information," dated May 2001. Web crippling details and maximum web crippling loads are noted on pages 39 through 41, and pages 6 and 7, of the accompanying catalogs. 2.2 Nonbearing Wall Heights: Allowable nonbearing wall heights for interior composite wall design are noted on pages 12 and 13 of the accompanying catalog dated 7/01. For tables on pages 12 and 13, the gypsum wallboard must be installed on both sides of the wall framing for the full wall height, with the long dimension of the gypsum wallboard parallel to the wall height. Allowable interior nonstructural wall heights, using only section properties of the steel, are noted on pages 14 and 15. Allowable limiting wall heights for curtain walls are noted on pages 16 through 19 of the accompanying catalog. 2.3 Load-bearing Wall Studs: Allowable axial loads combined with lateral loads for various heights and stud spacings based on mechanical bracing at maximum 48 inches (1219 mm) on center and sheathing on both sides for lateral stability, with the design complying with Section C5 in the "Specification for the Design of Cold-formed Steel Structural Members," 1996 edition, are noted on pages 20 through 30 of the accompanying catalog dated 7/01. 2.4 Joist: Allowable joist span for various loads, joist spacings and span conditions are noted on pages 31 through 36 of the accompanying catalog dated 7/01. 2.5 Header Load Table: Allowable loads for header construction are noted on pages 37 and 38 of the accompanying catalog dated 7/01. 2.6 Ceiling Span: Allowable ceilintg span for 4 psf, 6 psf and 13 psf (192 N/m2, 287 N/m and 633 N/mz) total loading, L/240 and U360 deflections, various spacings and span conditions are noted on pages 42 and 43 of the accompanying catalog dated 7/01. 2.7 Materials: 2.7.1 Steel Members: Studs, joists and tracks are formed from steel having a minimum 33,000 psi (228 MPa) yield point (ASTM A653 SS Grade 33 or ASTM A1011 SS Grade 33) for thicknesses of 0.0179 inch (18 mils) (0.454 mm) through 0.1180 inch (118 mils) (3 mm), and a minimum 50,000 psi (345 MPa) yield point (ASTM A 653 SS Grade 50, Class 1 or 3, or ASTM A 1011 SS Grade 50) for thicknesses of 0.0538 inch (54 mils) (1.366 mm) through 0.1180 inch (118 mils) (3 mm). 2.7.2 Gypsum Board: Gypsum board conforms to ASTM C 36, with thicknesses of '/2 inch (12.7 mm) and 5/a inch (15.9 mm). 2.7.3 Steel Screws: No. 6, Type S, 11/8-inch-long (28.6 mm) steel screws conform to ASTM C 1002. 2.8 Tables and Details: The catalogs entitled "Product Technical Information," dated 7/01, and "Supplemental Product Technical Information," dated May 2001, which are a part of this report, are available on the ICC-ES web site and on the ICC-ES evaluation report CD-ROM, under ER-4943. Only the items indicated in Table 3, for the catalog dated 7/01, are part of this report (the entire catalog dated May 2001 is part of this report). Structural properties for the effective moments of inertia on pages 6 through 11 of the catalog dated 7/01, and pages 2 through 5 of the catalog dated May 2001, are based on Procedure I for deflection determination at the allowable moment Ma. Allowable wall height tables on pages 14 through 19 of the catalog dated 7/01 are based on the following considerations: • The tabulated partition heights are based on flexure, deflection and shear, whichever governs. • Allowable end reaction based on table heights must be checked for web crippling allowable concentrated loads. End reaction = [load (psf)] [spacing (in.)] [height from table (ft.)]/24. • Heights are based on web punchouts at a minimum distance of (1.5h) from the edge of bearing (h is the stud web depth). Pages 47 and 48 of the catalog dated 7/01 are not recognized as part of this report. 2.9 Identification: Each stud is identified with the manufacturer's name, yield strength [if over 33 ksi (228 MPa)], minimum base-metal thickness, and the report number embossed or stamped on the web of each section at a maximum of 48 inches (1219 mm) on center. 3.0 EVIDENCE SUBMITTED Descriptive details, load test reports, engineering calculations, report of composite construction load test and proposed product technical information, in accordance with the ICC-ES Acceptance Criteria for Cold-formed Steel Framing Members (AC46), dated January 2001. 4.0 FINDINGS That the Steel Stud Manufacturers Association Bearing and Nonbearing Steel Studs, Joists and Tracks described in this report comply with the 1997 Uniform Building CodeW the 2000 International Building Code, the BOCA® National Building Code/1999 and the 1999 Standard Building Code°, subject to the following conditions: 4.1 Studs, joists and tracks are installed in accordance with this report and the manufacturer's instructions. 4.2 Allowable heights and loadings comply with the accompanying tables. 4.3 Uncoated minimum steel thickness of cold- formed members as delivered to the jobsite shall be at least 95 percent of the thickness used in design. 4.4 Complete plans and calculations verifying compliance with this report must be submitted to the building official for each project. 4.5 The studs are manufactured at the facilities noted in Table 1. 4.6 Stud member end reactions, resulting from allowable heights and loads, as noted in the accompanying tables, must be checked with the web crippling tables noted in the accompanying catalog. This report is subject to re-examination in two years. ER-4943P I Most Widely Accepted and Trusted Page 3 of 4 a TABLE 1-METAL THICKNESS MINIMUM THICKNESS' (mils) DESIGN THICKNESS (inch) REFERENCE GAGE 18 0.0188 25 27 0.0283 22 30 0.0312 20 drywall 33 0.0346 20 structural 43 0.0451 18 54 0.0566 16 68 0.0713 14 97 0.1017 12 118 0.1242 10 For SI: 1 inch = 25.4 mm. 'Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness of base metal delivered to the jobsite. TABLE 2-MANUFACTURING FACILITIES COMPANY MANUFACTURING FACILITY Allied Studco 2525 N. 27th Ave., Phoenix, Arizona CEMCO 263 Covina Lane, City of Industry, California CEMCO 1001-A Pittsburgh Antioch, Pittsburgh, California ClarkWestern Building Systems, Inc. 6510 General Drive, Riverside, California Consolidated Fabricators Corp. 7815 E. Somerset, Paramount, California Custom Stud, Inc. 21778 Highview Avenue, Lakeville, Minnesota Design Shapes in Steel 10315 E. Rush, South El Monte, California Dietrich Industries 420 South 53rd Ave, Phoenix, Arizona Dietrich Industries 2525 South Airport Way, Stockton, California Dietrich Industries 91-300 Hanua Street, Kapolei, Hawaii Dietrich Industries 2001 Cooley Drive, Colton, California Dietrich Industries 3351 East Valley Road, Renton, Washington Dietrich Industries 6700 Franklin Street, Denver, Colorado NEXFRAME 4819 Fite Court, Stockton, California Olmar Supply dba Denmar Steel, Inc. 6765 Preston Avenue #D Livermore, California Quail Run Building Materials, Inc. 2102 West Lone Cactus Dr., Phoenix, Arizona SCAFCO Corporation 6212 E. Main Ave., Spokane, Washington Steel Construction Systems 11250 Astronaut Boulevard, Orlando, Florida The Steel Network 3370 East Lone Mountain Road, Building G, North Las Vegas. Nevada 89081 Steeler, Inc. 6851 Smith Avenue, Newark, California Stealer, Inc. 10023 Martin Luther King Way South, Seattle, Washington United Metal Products, Inc. 234 N. Sherman Ave., Corona, California United Steel Manufacturing 2966 East Victoria Street, Rancho Dominguez, California ER-4943P I Most Widely Accepted and Trusted Page 4 of 4 TABLE 3-ITEMS FROM THE CATALOG DATED 7101 THAT ARE PART OF THIS EVALUATION REPORT ITEM PAGES General Product Information 1-5 Physical Structural Properties Tables 6-11 Interior Composite Wall Height Tables 12-13 Allowable Nonbearing Wall Heights Tables 14-19 Combined Lateral and Axial Load Tables 20-30 Joist Span Tables 31-36 Header Load Tables 37-38 Web Crippling Tables and Details 39-41 Ceiling Span Table and Detail 42-43 U-Channel and Furring Channel Section Properties and Spans 45-47 Typical Details 44, 49 and 50 LEGACY REPORT ER-2100 Issued April 1, 1984 ICC Evaluation Service, Inc. I Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 Regional Office • 900 Montdair Road, Suite A, Birmingham, Alabama 35213 • (205) 599-9800 W W W °ICC-es.o ra Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 e (708) 790-2305 Legacy report on the 1982 Uniform Building Coder'" DIVISION: 09-FINISHES Section: 09260-Gypsum Board Assemblies ULTRAWALL PARTITION SYSTEMS AND SMR DELTAIGAMMA AND SDF-370 20-MINUTE FIRE DOOR FRAMES AND SIDE-LIGHT ASSEMBLY UNITED STATES GYPSUM COMPANY, DEPT 133 101 SOUTH WACKER DRIVE CHICAGO, ILLINOIS 60606 1.0 SUBJECT ULTRAWALLe Partition Systems and SMR Delta/Gamma and SDF-370 20-Minute Fire Door Frames and Side-light Assembly. 2.0 DESCRIPTION 2.1 One-hour Fire-resistive Nonbearing Partition The Ultrawall Partition System is a nonbearing noncombustible wall construction, utilizing steel studs faced on each side with one layer of/; inch-thick Ultrawall, Type X gypsum wallboard panels, plain or with Textone vinyl, 24 inches to 30 inches in width. For erection at ceiling and terminals, either a one-piece extruded aluminum flanged runner cap (1'/, inches • 351, inches) or a one-piece 23 gauge steel flanged runner cap may be used to receive the face panels; or a 24 or 20 gauge steel C-shaped runner track (17/a inches • 1 inch) may be used to anchor the face panels (with screws - see below). Any of these three top or terminal assemblies are attached to the supporting perimeter framework with nails, screws or other approved fasteners. A 3/a inch-thick wall panel is placed at one end of the abutting wall either against each side of the track, or into each flange of the end runner cap members. The wall panels are inserted into the flanges of the one- piece aluminum top runner cap or the one-piece steel top runner cap, or are secured to the C-shaped top runner track with two 1-inch-long Type S screws, one applied near each corner of each panel. The exposed screws are covered with a V/,-inch-wide strip of aluminum trim attached with an adhesive, drive-in connectors or screws. The base attachment consists of one 1-inch-long Type S screw at the center of each panel. The base may be finished with a vinyl or rubber top set adhesively-applied or an aluminum snap-on base. The studs are cut 3 to 6 inches shorter than the wall panel. The "H" stud is inserted into the kerfs in the edges of both wall panels. The entire wall is then built progressively, both sides at the same time. The "T" stud is inserted into the kerf of one panel only so that one face of the wall can be progressively constructed independent of the second face. The edge of the wall panel in the opposite face is offset with respect to the first panel so it can be erected later in a similar sequence. The return flange of the "T' stud is located against the back of the opposite panel and requires no additional attachment. Sectional properties of the ULTRAWALL components are shown in tables accompanying this report. . r -t£.r ' "%r- E + ? ffi6w6 41 Stud 1. inch ULTRAWALL Gypsum Panel. 2. H Stud 3. T Stud The uncoated minimum steel thickness of the cold-formed product as delivered to thejob site shall not at any location be less than 95 percent of the thickness, t, used in the design. However, the thickness may be less at bends, such as corners, due to cold-forming effects. 2.2 Two-hour Fire-resistive Nonbearing Partition: The two-hour Ultrawall Partition System is similar to the previously described one-hour system except that an additional layer of 3/a inch Ultrawall Panel is attached on Z Splines to one side and the stud cavity contains a 1'/z inch THERMAFIBER S.A.B. .0 a 0) 1. 3/y-inch Ultrawall Gypsum Panel. 2. H Stud. 3. "/2-inch THERMAFBER Sound Attenuation Blanket. 4. SBS 153 Clips at 24 inches on center. ]CC-ES legacy rports are not to be construed as r,preseadag aesthetics or any other attributes not sp,,bbe ly addressed, nor are they to be consented as an endorsement ofthe subject ofthe report or a recommcndarron,for its ztse. There is no warranty by [CC Evaluation Set-vice, Inc., egress ar implied, ",a ' anyfinding or other matter in this report, or as to any product cove ed by the report o - ' Copyright©2006 Page l of4 Page 2 of 4 ER-2100 a 5. 3/q inch Z Spline 24 inches on center. 6. 3/a inch by 2-inch gypsum board filler strips at perimeter 7. STL 361 Strut Runners. Erection: The floor, ceiling and end wall runners are attached as noted in A above. The additional layer of/; inch gypsum panel is attached on'/; inch Z Splines installed vertically on 24-inch centers. The Z Splines are attached with clips spaced vertically 24 inches on center secured to the studs with 1-inch Type S screws, a maximum of 5 inches from the top and bottom of the wall. The periphery of the wall is treated with gypsum board strips, 3/e inches thick by 2 inches wide, secured with 13/a inch Type S screws 24 inches on center. The extra gypsum panel is secured with 23/a inch Type S screws through No. 12 gauge V/4-inch-wide metal trim on top and sides. Spacing of 23/a inch screws is 12 inches on center along sides and 11 inches on center top and bottom. Screws are 1-inch from panel joints. 2.3 Noncombustible Nonbearing Partition: The Nonrated Ultrawall Noncombustible Partition is identical to the one-hour partition except no screws are required in the top or bottom of the panel. Installation is also the same. THERMAFIBER Sound Attenuation Batts may be installed in the cavity of the partition. uew.wu ewu _ `~nww~u ewe swa ~ ur,x,..u uw. -3 Alternate Nonrated Nonbearing Accessible Security System. H-R studs may be installed exactly as the "H" studs described in paragraph A. They can be used for a single panel,a series or an entire installation. Opposite panels cannot be removed but alternate opposite panels are easily removable and replaceable. All other components remain the same except for the stud. Sectional properties of the ULTRAW ALL components are shown in tables accompanying this report. 2.4 ULTRAWALL Rated SMR 20-Minute Door Frame (Delta/Gamma) and Side-light Assembly: 2.4.1 General: The assembly consists of aluminum frame sections, snap-on closure members, strike. plate and components for a rated side-light assembly. The frame is manufactured from 6063-T5 aluminum having a minimum thickness of 0.080 inch excluding trim members. The frame is designed for use in conjunction with tight-fitting smoke- or draft-stop doors described in Section 3304 (h) of the code. The door size shall not exceed 48 by 120 inches and the side light shall not exceed 24 inches by 120 inches. Where a double side-light assembly is desired, the maximum door size shall be 36 inches by 130 inches and each side light shall not exceed 24 inches by 120 inches. 2.4.2 Installation: The frame is designed for use in steel stud partitions, 33/a inches thick. The frame is provided with vinyl gasketing complying with Section 43.209 (c) 4 of UBC Standard No. 43-2 field installed on the jambs and the header. Frames up to 7 feet 6 inches in height require three 4'/z by 4'/z by 0.130-inch full-mortise template steel hinges per door. Each hinge is installed using four No. 12, 1'/,-inch- long wood screws on the door and four No. 10 by '/z inch machine screws on the jamb. Frames over 7 feet 6 inches in height require four full-mortise template steel hinges. The door frame header may be an extruded aluminum member a minimum of 0.080 inch thick that snaps into the ULTRAWALL ARL 300 flanged rail or it may be a milled butt or mitered section of the same shape as the jamb members. The side-light assembly consists of AGL340 glazing rail attached to the wall edge with Durabond joint compound (all- purpose, taping or Type 90) at quarter points and a minimum '/4-inch-thick approved wired glass inserted into the frame opening resting on 3/a inch-square by 2'/z inch-long neoprene pads located approximately 6 inches on center. AGL341 glazing rail cover is snapped into the side-light jamb of the doorframe. Four 3/,6 inch-diameter steel boltsspaced equally along the height of the door frame are installed to provide added rigidity. (See Figure No. 1.) The double side light shall be constructed in the same manner as the single light in the preceding paragraph, with the following exception: a. Both the hinge and strikejambs shall be as per Section C in Figure No. 1 b. A section of STL 361 (20 or 24 gauge) must be installed vertically under the center of each side light for additional support. 2.5 ULTRAWALL SDF-370 20-Minute Door Frame: 2.5.1 General: The SDF-370 door frame, reversible and flush mortising, consists of two 22 gauge electrogavanized jambs, .062-inch snapover vinyl jamb covers and a .062 vinyl snap-in header. The frame is designed for use with the ULTRAWALL partition system in conjunction with tight-fitting smoke or draft- stop doors described in Section 3305 (h) of the code. The door opening shall not exceed 48 inches by 120 inches. The assembly is designed for use with full-height partition height door openings. The ULTRAWALL partition is erected with rough door opening 3/4 to 1 inch greater than door width, with STL 361 strut runners framing the vertical sides of opening, as shown in Figure No. 2. The'/; inch gypsum panels are attached to the strut runner with 1'/q inch USG Type S drywall screws 24 inches on center on each side of the ULTRAWALL partition. The SDF 370 doorjambs are installed on each side of vertical opening with 1'/, inch Type S drywall screws through predrilled holes into the gypsum panel and the strut on 18- inch centers. The STL 362 ceiling runner above the door opening is packed with USG THERMAFIBER mineral fiber insulation, and the vinyl snap-in header is installed. The rigid- vinyl snap-on jamb covers are snapped over the vertical sections. The hinges are installed, latch cutouts made and door installed. Vinyl-filled pieces are adhesively installed to complete the installation. 2.5.2 Identification: Plain ULTRAWALL partition panels are identified by a stamp containing an 8- to 10-digit Arabic numeral code designating the plant, date and production shift, etc. The vinyl-faced ULTRAWALL panels are bundled two pieces to a bundle with an identification label containing the information shown above. The fire doorframes are identified by a label containing the manufacturer's name, address, ICBO report number, type of wall assembly suitable for the fire-resistive rating and the name of the inspection agency. The SDF-370 20-minute Fire Door Frames are identified in a similar manner, with the exception that the labels carry the Warnock Hersey International Inc. (NRB-219) name. 3.0 EVIDENCE SUBMITTED Report of fire tests conducted in accordance with U.B.C. Standards Nos. 43-1 and 43-2, results of load tests, engineering analysis quality control manuals and brochures are submitted. 3of4 4.0 FINDINGS 4.1 That the ULTRAWALL® Partition systems comply with the 1982 Uniform Building Code for nonload- bearing interior partitions, provided construction complies with this report and the manufacturer's instructions. 4.2 That the SMR 20-minute fire Door Frame (Delta/Gamma type) and Side-light Assembly are ER-2100 recognized for use in steel stud walls in conjunction with tight-fitting smoke or draft-stop doors as described in Section 3305 (h) of the 1982 code. 4.3 That the SDF-370 20-minute fire door frame complies with Section 3305 (h) of the 1982 Uniform Building Code for installation in steel stud walls. This report is subject to re-examination in one year TABLE 1-ULTRAWALL ELECTRO-GALVANIZED STUD PROPERTIES STUD SHAPE METAL THICKNESS' A WIDTH B FLANGE C FLANGE py (inches) (inches) (inches) yyy~~~--- H 0.027 2.625 0.688 I , T 0.027 2.155 0.688 0.220 H-R 0.027 2.625 0.688 0.329 ' L g t. 'The uncoated minimum steel thickness of the cold-formed product as delivered to the job site shall not at any location be less than 95 percent of the thickness, t, used in the design. However, the thickness may be less at bends, such as corners, due to cold-forming effects. TABLE 2-MAXIMUM ULTRAWALL PARTITION HEIGHTS STUD SPACING STUD CONFIGURATION H T H-R T& C COMBINATION 24" 1 T-4" 12'-6" 11'-7" 12'-6" 30" 12'-6" Page 4 of 4 ER-2100 a' 9D acllon-6 aatliun-ET ` ene- e uclion-0 roclion-E, alf. Installation of Delta frame and side-light in steel stud walls. NOTE: The frame is attached to the steel studs with 13/a inch-long USC screws spaced 2 inches from the top and bottom and S inches on center in between. Double 20 gauge runners are used at Detail F when side-light is installed with SMR door frame. FIGURE I-SMR FRAMES ST1-362 vinyl ceiling cover- runner ' vinyl vinyl - snap-in ciosiue leader trim-= HEADER SECTION Ideal door frame JAMB SECTION FIGURE 2-SDF-370 FRAMES senergy- Typical Details Senerflexo' Classic PB Wall System Class PB Exterior Insulation and Finish System providing a primary moisture barrier and optional secondary air/weather barrier 1. Typical Senerflex Wall System Application 2. Typical Aesthetic Reveal 3. Typical Window Head (Flush) 4. Typical Window Head (Recessed) 5. Typical Window Jamb (Flush) 6. Typical Window Jamb (Recessed) 7. Typical Window Sill (Flush) 8. Typical Window Sill (Recessed) 9. Typical Roof Edge Flashing 10. Typical Parapet Cap Flashing 11. Typical Parapet Cap 12. Typical Expansion Joint at Floorline 13. Typical Expansion Joint at Change in Substrate 14. Typical Transition at Soffit/Cable End 15. Typical Expansion Joint 16. Typical Pipe Penetration 17. Typical Corner Mesh 18. Typical Light Fixture 19. Typical Termination at Foundation 20. Typical Termination at Foundation (Flush) 21. Typj~,l Kick-Out Flashing M x BASF The Chemical Company Senergr TYPICAL SENERFLEX WALL SYSTEM APPLICATION -----ACCEPTABLE SHEATHING' I j"', SENERGYADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH by oth PR-11i.. TYPICAL AESTHETIC REVEAL - 1 A FRAMING' -ACCEPTABLE SHEATHING' I ~ SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD tx APPROVED EPS INSULATION BOARD dyY,~f"55}., - AESTHETIC REVEAL Ak SENERGY LAMINA: SENERGY BASE BASE COAT SENERGY REINFORCING MESH I SENERGY FINISH COAT rbyothem) MIN. 19 mm(W7 I Notes: • Verify all materials are installed in accordance wfli installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. Notes: • Verify all materials are installed in accordance with installation instructions. • Maintain a minimum 19 mm (3/4") thick EPS insulation board behind all reveals & aesthetic grooves. • Reinforcing mesh shall be continuous through the reveal and care shall be taken to ensure reinforcing mesh is encapsulated into the reveal and is not cut during base coat application. • Horizontal reveals shall provide an outward positive drainage. • Reveals must not occur at the abutment of two pieces of EPS insulation hoard. • Reveals must not occur at the joints in sheathing. 0121 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All ten inations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials: ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with coiner of rough openings. EEFL CLASSIC TYPICAL WINDOW HEAD (FLUSH) FRAMING' w,y ACCEPTABLE SHEATHING' 4 SENERGY ADHESIVE I BASE COAT ,,I r APPLIED TO EPS INSULATION a~ _ BOARD -APPROVED EPS INSULATION BOARD E M- - SENERGYLAMINA: t ' s I SENERGY BAS E COAT q r_ ` SE NERGV REINFORCING MESH P £ SENERGY FINISH COAT All i a - - WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH ~'r = I - BACKER ROD AND SEALANT h WINDOW' mss` by Others) Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings. TYPICAL WINDOW HEAD FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAPSENERGYBASECOATAND BACKER ROD AND SEALANT' WINDOW' by others) Senergy TYPICAL WINDOW HEAD (FLUSH) ACCEPTABLE SHEATHING APPLIED TO FPS INSULATION BOARD APPROVED EPS INSULATION BOARD WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT ~ENERGYASAP TACKER ROD AND SEALANT' by others) 03 10 TYPICAL WINDOW JAMB ACCEPTABLE SHEATHING' SENERGY ADHESIVE/BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD AND SEALANT' WINDOW' by others) Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings. F-13-106 013 i0 SIp L°L CLASSIC Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings. TYPICAL WINDOW SILL SENERGY ADHESIVE I BASE COAT L, 'li APPLIED TO EPS INSULATION BOARD BACKER ROD AND SEALANT' .y4 tib'yJ t„ SENERGY ASAP v'"' ~fi x' ,+s 3 WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH g s LAMINA: SENERGYBAS BASE , , SENERGY REINFORCING MESH ` . SENERGY FINISH COAT - - APPROVED EPS INSULATION BOARD - ACCEPTABLE SHEATHING' FRAMING' by athem) Notes: • Verify all materials are installed in aoGordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and FPS insulation board must not line up with corner of rough openings. TYPICAL WINDOW SILL (RECESSED) 4 I - pI n 4^ wlNDOw' PAN FLASHING W END DAMS` 5F ''rte - MIN.50mm(2') r. r l l A -qtr " ,u. , "ar MV Ib~x✓"i}~"F F, SEALANT` WRAP $ENERGY BASE COATAND SENERGY REINFORCING MESH u GENERGY : SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT ` - APPROVED EPS INSULATION BOARD ACCEPTABLE SHEATHING' by others) SEENE FLEX CLASSIC Notes: • Verify all materials are installed in accordance with installation instructions. • All ten ninations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Install expansion joints in the system at all changes in substrate, through existing expansion joints, floor lines in multi-level wood frame construction, and where movement is anticipated. It is the sole responsibilily of the design professional to determine specific expansion joint location, placement and design. TYPICAL EXPANSION JOINT r - ---FRAMING' I # II t - ACCEPTABLE SHEATHING' f - - APPROVED EPS INSULATION BOARD { t I~ - WRAP SENERGY BASE COAT AND Y SENERGY REINFORCING MESH -SENERGY ASAP SACKER ROD& SEALANT (WIDTH ({r t ; w~'-y PERDESIGN)' SENERGY BASE COAT AND SENERGY REINFORCING MESH I gyp SENERGY ADHESIVE I BASE COAT R'"# N 1.}L,G'~j7 APPLIED TO FPS INSULATION BOARD -SENERGY BASE It''"t t. ,~T ,x SENERGY BASE COAT S h,x r SENERGY REINFORCING MESH SENERGY FINISH COAT II LLB. ('by others) Notes: • Verify, all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Ensure all penetrations through the system are properly sealed. TYPICAL PIPE PENETRATION ----FRAMING* i _ ~a ACCEPTABLE SHEATHING' SENERGY ADHESIVE I BASE COAT APPLIED TO FPS INSULATION BOARD t--APPROVED EPS INSULATION BOARD SENERGY LAMINA, SSS SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT A WRAP SENERGY BASECOATAND PER DESIGN)' PENETRATION' WRAP BASE COAT AND SENERGY REINFORCING MESH by others) sefiergy TYPICAL CORNER MESH V !s L~ ~ J t 1 -FRAMING' ACCEPTABLE SHEATHING' { - SENERGY ADHESIVE I BASE COAT APPLIED TO FPS INSULATION BOARD APPROVED EPS INSULATION BOARD ---SENERGY LAMINA t SENERGYBASECOAT S SENERGY REINFORCING MESH ' SENERGY FINISH COAT ----SENERGY CORNER MESH EMBEDDED 2 i y 5.{a u f ( ~ty3,~ IN SENERGY BASE COAT by others) .'i°Y; vim,.. TYPICAL LIGHT FIXTURE ACCEPTABLE SHEATHING' - SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD -SENERGYLAMINk SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT - WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH -SET FLANGE IN SEALANT' ----LIGHTFIXTURE' --WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH by 01hers) Notes: • Verity all materials are installed in accordance with installation instructions and applicable code. • Ensure reinforcing mesh is continuously lapped a minimum of 203 mm (8') around comers. • Stagger vertical joints in EPS insulation board at corners. Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated vuith mesh reinforced base coat. • Ensure all penetrations through the system are properly sealed. Pis-i d iu 111 5 L X CLASSIC Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Terminate system a minimum of 203 mm (8") above grade. • Extend system a minimum of 50 mm (2") and a maximum of 305 mm (12') at the foundation transition. FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINh SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SEALANT' FOUNDATION' by others) TYPICAL TERMINATION AT FOUNDATION SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA'. SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD & SEALANT (WIDTH PER DESIGN)' FOUNDATION' (I by athers) Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. TYPICAL TERMINATION AT FOUNDATION FRAMING' ACCEPTABLE SHEATHING' il senergy TYPICAL KICK-OUT FLASHING ACCEPTABLESHEATHING' APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH ACCEPTABLE SEALANT' STEP FLASHING' by others) Notes: • Verify all materials are installed in accordance MI installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Terminate system a minimum of 51 mm (2") above roof. • Ensure step flashing is a minimum of 51 mm (2") behind system. • Kick-out flashing shall be a minimum of 102 min (4") in height, angled at 1000 minimum; seams must be soldered or sealed with appropriate sealant, Note BASF Wall Systems is an operating unit of BASF Construction Chemicals, LLC.(herein after referred to as "BASF Wall Systems") Residential Policy Apply wall systems in accordance with local building codes in force at the time of construction. On are and two-family residential framed construction, BASF Wail Systems requires that the wall system selected be one that includes provisions for moisture drainage. Disclaimer This information and all matter technical advice are based on BASF Wall Systems' pressor knowledge and experience. However, BASF assurance no liability for providing such information and advice including the extent to ,nick such information and advice may relate to axis[ng third party intellectual property rights. especially paten[ dghts.ln paiticulae BASF Wall Systems disclaims any and all CONDITIONS AND WARRANTIES, WHETHER EcPRESS OR IMPLIED, INCLUDING THE IMP( TED WARRANTIES OF FITNESS FOR A BASF WALL SYSTEMS SHALL Nul Ht RESPONSIBLE FOR CONSEDUEMIAL, INDIRECT OR INCIDENTAL DAMAGES INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF Wall Systems reserves the right to make any changes according totedmdagical progress or further developments. it is the customer's responsibility and obligation to carefully inspect and test any incoming goods. Performance of the product(s) described herein should be verified by testing and carried out only by qualified experts. IT is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a necommendation, nor an endorsement of any product and does not imply that similar products could not be used. It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for its intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, stuctural capability, attachment details, than drawings and the V. BASF Wall Systems has prepared guidelines in the farm of specifications, b/pical application details, and product bulletins to facilitate the design process only. BASF Wall Systems is not liable for any euors or omissions in design, detail, structural capability, atachment details, shop drawings or the tike, whether based upon the information provided by BASF Wall Systems of othentise, or ter any changesl<duch the purchasers, specifiers, designers or dish appointed representatives may, make to BASF Will Systems published comments. For more information visit our welese ahwxrsenergy.hasLcom. BASF Wall Systems 3550 St. Johns Van Road South Jacksonville, FL 32224-2614 Phone 800 • 221 •9255 Fax 904 • 996.6300 wrvvaeenergy'.baSLCOm 9201C.- BA9f Cnnsamdinn Chamirz4v, 11-- `6.0,d m lt.s,& Woo Reissued February 1, 2010 This report is subject to re-examination in two years. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 09-FINISHES Section: 09260-Gypsum Board Assemblies REPORT HOLDER: GYPSUM ASSOCIATION 6525 BELCREST ROAD #480 HYATTSVILLE, MARYLAND 20782 (301) 277-8686 www.gypsum.oro EVALUATION SUBJECT: GYPSUM WALL AND CEILING ASSEMBLIES AND GYPSUM BOARD INTERIOR AND EXTERIOR APPLICATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2009 International Building Code (IBC) ■ 2009 International Residential Code (IRC) Properties evaluated: ■ Interior finish ■ Fire-resistance ■ Sound control ■ Structural ■ Thermal barrier ■ Exterior finish 2.0 USES This evaluation report recognizes gypsum products for specific interior and exterior applications, and also recognizes various load-bearing and nonload-bearing fire- resistance-rated wall, floor-ceiling and roof-ceiling gypsum board assemblies. Some assemblies also provide sound transmission control. Structural evaluation is limited to transverse loading. 3.0 DESCRIPTION The gypsum products and fire-resistance-rated wall, floor- ceiling and roof-ceiling assemblies must conform to Section 4.0 of this report using materials as described below. 3.1 Water-resistant Gypsum Backing Board: The backing bpR~r,,) must conform to ASTM C 1396. 3.2 Gypsum . / oard: The wallboard bii conform to ASTM C 1396. 3.3 Exterior Gypsum Soffit Board: The soffit board must conform to ASTM C 1396. 3.4 Gypsum Sheathing Board: The sheathing board must conform to ASTM C 1396. 3.5 Gypsum Backing Board, Core Board and Gypsum Shaftliner Board: The backing, core board and shaftliner must conform to ASTM C 1396. 3.6 Gypsum Base for Veneer Plasters: The gypsum base must conform to ASTM C 1396. 3.7 Gypsum Ceiling Board: The ceiling board must conform to ASTM C 1396. 3.8 Screws: Type S, Type W and Type G screws specified for the assemblies described in this report must comply with ASTM C 1002 or ASTM C 954. 4.0 INSTALLATION 4.1 General: Installation of the gypsum board wall and ceiling assemblies and interior and exterior applications as described below must comply with this report and the Gypsum Association's published installation instructions. The Gypsum Association's published installation instructions must be available at the jobsite at all times during installation. The gypsum products recognized in this report must be assembled and installed in accordance with IBC Section 2508.1 or IRC Section R702.3.1, as applicable. Gypsum board must not be used in areas subject to continuous high humidity, such as saunas, steam rooms, gang shower rooms or indoor pools. 4.2 Fire-resistance-rated Wall, Floor-ceiling and Roof- ceiling Gypsum Board Assemblies: 4.2.1 General Fire-resistance-rated Design Information a. The axial design stress of the wood studs used in fire- resistive construction must be reduced to 0.78F'a, calculated in accordance with Section 3.6 of the American Forest & Paper Association's National Design Specification for Wood Construction (NDS), with the maximum design stress not greater than 78 percent of the calculated allowable stress with studs having a slenderness ratio, 4/d, of 33. X'C-ESGbofamion Repgrls are not to be emutrued as representing aeslhow, orany salter aaribmes na specifimlly addressed, nor are Ihey a be cnnetnted ~AArr►~ as an endorxemeta of;[ c Aubject or the report or a reconoocodation jot its ass. There is oo warranty by ]CC Evaluation service, lac, orpress or implied, as ~G to miyfioding or other natter in this report, or as to any prodocl covered by the report. Copyright 0 2010 Page 1 of 6 IMES Evaluation Report ESR-1333 ESR-1338 I Most Widely Accepted and Trusted Page 3 of 6 on each side with two layers of 5/a-inch-thick (15.9 mm), Type X gypsum board. On one side, the gypsum board is fastened directly to the studs as specified for interior partitions in Item 14-1.5 of Table 720.1(2) of the IBC; on the other side, resilient furring channels spaced 24 inches (610 mm) on center (see Figure 1) are applied horizontally over the wood studs and are attached using 6d common or 1'/4-inch (31.7 mm) wallboard nails or 1-inch-long (25.4 mm), Type W or Type S screws. The 5/e-inch-thick (15.9 mm), Type X gypsum board is applied horizontally and is attached along longitudinal edges to the furring channels using 1-inch-long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center. Six-inch-wide (152 mm) strips of gypsum board are installed behind unsupported vertical butt joints and are attached at the ends and along the length of the strips using Type G, 1'/2-inch-long (38 mm) screws spaced 12 inches (305 mm) on center. A face layer of 5/a-inch-thick (15.9 mm), Type X gypsum board is applied with joints staggered from the base layer joints and secured to the resilient furring channels using 151e inch- long (41.3 mm), Type S screws spaced 12 inches (305 mm) on center. With this partition, a minimum STC rating of 50 is attained. When desired, glass fiber or mineral wool insulation may be installed in the stud cavities. 4.2.3 Alternate Fire-resistance-rated Construction: 4.2.3.1 Alternate Suspended Ceiling Construction: Gypsum board ceilings directly attached to steel framing as set forth in Table 720.1(3) of the IBC may be suspended by means of 1'/2-inch (38 mm), cold-rolled steel, main runner channels, spaced 48 inches (1219 mm) on center, that are suspended with No. 8, SWG galvanized wire hangers spaced 48 inches (1219 mm) on center. Furring channels are placed perpendicular to the cold-rolled steel main runner channels and are secured thereto using No. 18, SWG galvanized wire ties (double strand); the gypsum board is then installed in the manner required for direct attachment. 4.2.3.2 Alternate Gypsum Board Fasteners: Screws, either Type W or Type S, depending on the framing member, may be used in lieu of nails in fire-resistance- rated assemblies described in this report or described in Table 720.1(2) and 720.1(3) of the IBC, provided the screw penetration into the framing member is equivalent to the nail penetration, the screw spacing is the same as the nail spacing, and the cross-sectional area of the screws is equal to that of the specified nails. 4.2.3.3 Joint Treatment: For the fire-resistive assemblies in this report, taping and finishing of joints and fasteners is permitted to be omitted in the following cases: a. Where there is square-edge gypsum board or tongue- and-groove-edge (V-edge) gypsum backing board or gypsum sheathing. b. In single-layer applications on wood-framed assemblies where joints fall over framing members. c. On inner layers and outer layers of multiple-layer wood-framed or steel-framed assemblies, where the joints of adjacent layers are offset from each other. 4.3 Sound Control Systems: Generic sound control systems, as listed in the Gypsum Association Fire Resistance Design Manual, 19th edition, are recognized for use. Partition systems must be sealed at perimeter and around cut-outs using beads of nonhardening caulking compound, except that tape and joint compound are permitted to be used in lieu of caulking above the top plate in wood-framed systems. Where carpet and pad are specified for the IIC sound rating shown in the manual, the carpet must be a 44-ounce (1492 g/m2) wool carpet with a 40-ounce (1356 g/m2) hair pad. Except where otherwise noted in this report, any of the gypsum boards listed in Section 3.0, of the same size, thickness, and core type specified, may be used. 4.4 Allowable Partition Heights: 4.4.1 Gypsum Board or Veneer Base: To comply with Section 1607.13 and Table 1604.3 of the IBC, the allowable height limits of non-bearing partitions are as follows: a. Partitions utilizing No. 25 gage [minimum 0.0179 inch (0.454 mm) uncoated base-metal thickness] steel channel studs conforming to ASTM C 645 must have maximum heights as set forth in a current ICC-ES evaluation report. Mechanical fastening of intermediate studs to the track is not required unless this is specified in the evaluation report. b. 25/a-inch-thick (67 mm), semi-solid partitions, constructed of '/2-inch-thick (12.7 mm) gypsum board face sheets laminated to each side of 1 /s-by-6-inch (41.3 mm by 152 mm) laminated gypsum board studs spaced 2 feet (610 mm) on center, must not exceed 12 feet (3658 mm) in height. c. Demountable walls consisting of 2'/2-inch-deep (63.5 mm), No. 25 gage, channel-shaped studs complying with ASTM C 645 and spaced 24 inches (610 mm) on center, must not exceed 11'/2 feet (3505 mm) in height. Full-length sheets of/2-inch-thick (12.7 mm) gypsum board must be installed vertically with edge joints centered on stud flanges. Edge joints must be covered with a metal batten strip attached to the studs using f- inch-long (25.4 mm), Type S screws spaced 12 inches (305 mm) on center. The gypsum board must be attached to intermediate studs using an approved adhesive. 4.4.2 Lath and Plaster: To comply with Section 1607.13 and Table 1604.3 of the IBC, the allowable height limits of No. 25 gage steel-stud nonbearing partitions are as follows: The steel studs must comply with Item a of Section 4.4.1 of this report. The allowable heights and sectional properties of steel stud systems must be as set forth in a current ICC-ES evaluation report. 4.5 Joint Treatment at Areas to Receive Tile: Gypsum board joints, including those at all angle intersections, which are under areas to receive tile or wall panels, must be treated with joint compound and tape, but must not be finish-coated. All cut edges and openings around pipes and fixtures must be treated with an approved, water-resistant, flexible compound or caulk. Areas to be tiled that are covered with a joint compound must be skim-coated with bedding adhesive. The bedding adhesive for ceramic tile must conform to ANSI A136.1 for Organic Adhesives for Installation of Ceramic Tile, Type 1. 4.6 Exterior Surfaces: 4.6.1 Exterior Ceiling Surfaces: 4.6.1.1 Location: Exterior gypsum soffit board may be used as a ceiling finish at exterior locations such as carports, open porches, walkways, soffits and similar installations that are horizontal or inclined downward away from the building. Gypsum wallboard is permitted for use as a ceiling finish at exterior horizontal applications not exposed to the weather as defined by Section 2502 of the IBC, or Section R702.3.5 of the IRC. 4.6.1.2 Framing: Maximum spacing of framing members must be 16 inches (406 mm) on center when supporting '/2-inch-thick (12.7 mm) board, and must be 24 inches (610 mm) on center when supporting 5/a-inch-thick (15.9 mm) INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE INSPECTION RECORD IOBADDRESS 4325 Wadsworth Blvd. BUILDING PERMIT N0. 96-3178 OwNER Gerald Boatwright CONTRACTOR Tenant - Buy Back Games SETBACKS FROM PROPERTY LINES: NORTH _ DATE ISSUED 5/30/96 SOUTH EAST _ I TYPE OCCUPANCY West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR U~1TIL ABOVE HAS BEEN SIGNED Rou h Electrical ~ Rou h Plumbin , e- 3 AirTestGasPi in o,l" G Rou h Heatin & Ventilation •e I q g. (above must be signed prior to lraming inspection) ~ Framin UD Insulation Dr wall nailin C). . Roofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures •~C, Heatin &Ventilation i 6 49 Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted 4CCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER DEPAR7MENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3363 BUIlDING INSPECT{ON bIVISION - 235-2855 CiTY QF VYHEAT RIDGE Date : 7/11/96 7500 WEST 28TH AVENUE WHEAT RID(3E, CO 80275 Property Owner : Properly Address : 4325 WADSWORTH BLVD Phone : 424-4112 Contractor License No. : 18939 Company : Castle Security Phone : 671 6297 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT setbadc tlistances proposed by this pertntt epplication are accurate, eeble ordinances, rules or regulationc of tFro City of Wheat Ridge w or restridions ofrecord; thatall measuremerrts ahown, arW aliegations t I have read and agree to abkk by all condqiona priMed on this iasume tull respon8ibilqy for ~mPllance with the Wheat RWge BuiMing Aher eppliceb~ U4heg[}tidge ordyiar*, for work under this pertn8. (OWNER)(CONTRACTOR) Description : INSTALL Construction Value : $500.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax: $6.00 Total: $51.00 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy : Walts : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Approvai : a (1) (2) (3) fsl (8) inspector Expiration Date : Expiration Date : Approval : Approval : 0 m 10 d R~f~p eRC iSOlatado o~f Blry otlrer~gp~r de a~rdinancea of tlie CIt ~ lawa W tlhe Stale of Cobtado mW b the Zontnp ulhor(zed ia irot Commercetl withln sixly (80) tlaya irom iuue date or (8) tl1e buAflinq aWiotized b weperMetl ar be ecqulieC for e Tee W onshalf tlhe amamt nortnely require4 provWetl no fJrenpes have Oean a w10 be made in the y eiqpanebn a abaiMOnrneM has not exeeeEetl one (t) yaar. H che~ea are made a M suapansbn ar abantlonrtqM . uM Gor a new pertnN. at vAll chanqe Me natunl fbw M wetar ceueirre a Mlnape pmdem. OetoIvrenty'four (24} houro in etlvance for aN Inspectlons and shaB recerve wrilMn approval on irqpaetlon aeid befora I~oltlIor braw6ps antl apeGficatlons shall not be construed lo be a peimit tor, rwr an appmval ot, airy Ndatlon of the piovisbna PERMIT VALID QNLY WHEN SIGNED BY THE CHIEF BUIIDING INSPECTOR AND MAYOR GALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: 6'21°AY Property Address : C/'~jg.c- 0Ja&u10~ 8f4 Phone : Contractor License No. : Company : OaS¢(L° sY'(_Tv /Y 1~/ / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge 8uilding /(~c s, for work under this permit. Code (U.B.C.) and all other applitable Who Ridge ordirta (OWNER)(CONTRACTOR) SIGN`kD ~I1,~ Description : to-P p2 Zonirig;ComieenW Approval : Zoning : 6difdin~Commenfs~ Approval : POblic:`WOFk"s~"o'fnmeots'~ Approval : Occupancy : Walis TE I-DI""96 Phone: Construction Va~ Permit Fee : Plan Review Fee : Use Tax: Total : BUILDING DEPARTMENT USE ONLY Roof : Stories SIC Sq. Ft. : Residential Units : Electrical License No : Company : Expiration Date : Approval: ~ !~Pla ReqQ i,re~,f . Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: n rPlans-lieg (1) This permit was issued in accordance with the provisions set forth in yopur application and is suDject to the laws of the State of ColoraCO antl to the Zoning Regulations antl Building Code of Wheat Ritlge, Cobredo or any olher ap0liwble ortlinances of the Ciry. (2) This permit shall eapire if (A) t0e work authonzeC is not commencetl within SiaKy (60) tlays from issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) It this permit ezpires, a new permR may be acquired for a fee of one-half the amount nortnaly required, provided no changes have 6een or will be matle in the onginal plans antl specifications anC any suspension or abantlonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full (ees shall be paid for a new Oermit. (4) No work of any manner shall be tlone that will Uange the natural Aow of water causing a drainage problem. (5) Contractor shall notity the Builtling Inspedor hvenry-four (24) hours in advance for all in50ections antl sha0 receive written approval on inspection cartl before proceediing with successive phases of the job. (6) 7Te issuance of a pertnit or the approval o( Erawings and speci(cations shall not be wnsVUetl to be a permit tor, nor an approval of, any violation of the pmvisions o( the 6uilding cotles or any other ordinance, law, rule or regulation. 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 INSPECTION g^,y.+,:..'g.±.+{ Properly Owner : Property Address : 4325 WADSWORTH BLVD Phone : Contractor License No. : 18700 Company : Freeman Signs Co. phone : 7810105 OWNER/GONTftACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Congbuefion vaiue : $8,000•00 I heroby certity th9t the aetback dhtsnces proposed by this permR appIication are acarate, p@rpft Fee; $30.00 aMd do not violaM appHcabb ofdinances, nules or re pulatrons of the City of Wheat Ridge or covenanb,: ea~noMa pr restrictias of iecord; that aN measuremenb shown, and allagatWns Plan Review Fee : $0•00 mede are accurate; lhat i Aave road arWag ree to atifde by all conditions printed on this appNceNon, end that 1 assume (uH ratponsiDil'y tor complienco wfth the Wheat Ridge Bulding USA T87C : $96•00 Code(U.B.C.)andalloMxappllcabbWhe :RWgeordmances,twworkunderthbpertnit. -DATE TONdI: $12$.00 (OWNER)(CONTRACTOR)SN Description : SIGNS - 1 WALL AND 1 FREESTANDING BUILDING DEPARTMENT USE ONLY Approval : NfR 6/20186 Zoning : C-1 Approval : ApProval : Plumbing ucense no : Company : Occupancy : WaNs : Roof : Stories : ResidenUai Uniis : Electrical t[cense No : Company : Expiretion Date : Approval : / (1) (2) (3) (5) (B) SIC : Sq. Ft. : nnecnanicai twenso rvo : Company : Expiration Date : ExpiraUon Date : Approval : Approval : 0 a a tlre proNalona set f" In yopur applkalbn ane b wb7eet to 11ro~ lewa d the S~ M.COiwaao uW to tlheZOMip d RI~9, Cobratlo or arry otl~er appIlcaWe ordina~ M9ie Clly. uthor~etl IB not Commenced wlN~n s6dy (80) dsye hom IBeue date M(B) the OuIIWnp aitlioAzetl b wBpMWed or be awuiMretl ror aree a one-nan me amouM namalN reauxea, prwlMa ra cnenpee rieve aaert a wiaoe mws m me menl haE iat axceeCed onB (1) Yeaf. If Chenpes erommM d Mwapenaion or abm~dent peid ~ (a pwa ~ pemYL iWwl9chanpetlmruWra111owotwetercauelnp adrelnegepmMem. x~a~or b b.ienly-fcur Ct{) houra in advence for aX (napectlons antl al~allrecehro wiitlan a~roval on Inapadlon card Defors the dCmyhqs aiM 3paciflea6ons shall not ba conetrued lo be a pertnil tor, nw an appmval M, airy vbletlon M the piovblom lief Buikling Inspector THl3 PERMIT VALID ONLY N{HEN SIGNED BY THE CHIEP BUILDING INBPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: j3uy Iz+'i cic e,Rm Lcl, Property Address : c,I3 Z S" (~,J r1 A S l.U p R.T k~° Phone : Contractor License No. : Company :F ~66 P.% orj S 76N S Phone :7 Ff 1-0 10 G, 1 9 Lo :.r CoIZ N li 6_, 6/v6LGt...;420o Co edf/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 Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh§et Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGN~wn.......n DATE -Z 0 `Y 6 Description : - ` o~ BUILDING DEPARTj i Zonin~'wCOMrt~erlls~ ~ / Approval Zoning : Approval : Approval : Occupancy : Walls : Roof Construction Value : 8 cpQ e= Permit Fee : - Plan Review Fee : Use Tax : Total : USE ONLY SIC : Sq. Ft. : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: E] mans~R"~q Plumbing License No : Company: Expiration Date : Approval: ~ ~P,tans'Reg Mechanical License No : Company: Expiration Date : Approval: JM TPFans':Re`qriire'd~ (1) This permit was issued in accordance with the provisions set forih in yopur aDDlication and is subjecl to the laws of the SWte of ColoraEO anE ro the Zoning Regulations and BuilEing Cotle of Wheat Ridge, Coloratlo ar any otner appliwDle ordinances of the Ciry. (2) This permit shall ezpire if (A) the work authorized is nol wmmenced wiNin sixly (60) days fmm issue tlate or (8) the building auNOrized is suspended or abantloned for a penotl of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normatly required, provided no changes have been or will 6e matle in the original plans antl specifcations and any suspension or aDandonment Oas not ezcee0etl one (1) yeac If changes are made or if sus0ension or abandonment exceetls one (1) year, full tees shall be paiC for a new permit. (4) No work of any manner shall be done lhat will change the natural Flow of water causing a dreinage pro6lem. . (5) Contractor shall noti(y the Building Inspector hvenry-(our (24) hours in advance for all inspections and shall receive wntten appmval on inspection card before proceediing with successive pnases ot the job. (6) The issuance o( a permit or the approval of Crawings and specifiwtions shall not be construetl to be a permit for, nor an aDProval o[ any violation of the pmvisions of the builtling codes or any other ordinance, law, mie or regulation. 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 INSPECTION I i n 1 b-8 ~ ACK ~ ~ Q,&-j l&U~ (ro ! g tu.Zd.(,9 41 ~ O 2U y )B~i-'~~CLT OAl~l~ESII(3-, . ; ~ I ' I ~ ~ 4JAlL $16~ I ~pos wvRTN- I oC) ~ /<'c, 10 ~..,r I . . . ~ . R` OVp .'~t~f'T' t~` RLAI~ING AND DEVELt~NFENT Building Permit Number : 3233 • Bl1~l~4~l~t(3 FN'~~Yt~31~t-235+2$55C1~ ~ V T t~tGGE Dats : 6/11f96 7500 WE$rT~;l~i! AVtNUE WHEAt`'WCfOCCO $0215 > propaRy Owner : Rroperty Address : 4325Wf1DSWORTH BLVD Phone :996-6453 Gontr*ctar Licenae No. : 18907 Company : A Phis Heating & Coolin8 Phone : 4988483 OWNERlCOFVTRACTOR SIGNATUFtE OF t1PIDERSTANDINCa AND AGREEMENT consftction Value: $10,000.00 i nerp~+y sathaac d~tanas pra~osed ny m~a pem,it eppIics are aceurate. Perrrrit Fee : $117.00 Criy 1Nlwat Wdge or . =4 4olrilt ae&Y~ncss, ruN4 oc repulations d Ne ~ dr restrU~ECna ot reeord; Hp~ au meestxemeike shoaah Ana aaeyatlona Plan Review Fee: $0.00 r~~ul~. UiaR I iiaw re4d and Co oconditlong an tbie . , `aird'tliYA t w"w~m tuM 'fer wHh tMe ~Rtd9• Bu~lding . Ube T8x : . $120.00 . m and'80 Otlulr appiibpElB Prd WoAt untMethk pertniL . . (OMMCOtirFakcroa) sttsNEo ~ onre Totai : $237.00 Daaoription : REPLACE EXISTI : EVAP COOLERS; AUU EXHAUST FAN3; ADD GRS FURNACE; ADD GAS PACK-3TON BUILDING DEF'ARTMENT USE ONLY SIC : Sq. Ft. : ~ I Zotitig : AppMel: :Ai►proYaFi pCCUpBncy : Walts : Roof : Stories ; Resifthtial WhNS : ElpCtrlGai Lk:ense'No : Plumbing LicenSe No : MlechanicaPLicenSm No : Comp9ny : Company : Company r' Facpketim Daft;: Expiretion Date; Expiration Date : ApiNAvat: APProva1: APP►oval : r.5...............,L.~~.. w~ C7oN (t) ` 7M~ IneB~r+ClwNp~9npr4,rielansMttwthinYaDw aMkwCieu6othehw~otlMSle"btlC7obu~btlW bUfiSanhq... . ~WhaNR,Colondoa.anYOtlw'witlaWn~ssdfisGb. . . ~ 1M wodc is mt cannenaQ W~q' (a0) EU's from Mws dHa or (B) tl~s bup~qaWrodt~A k wapuMSO or . :(91 sneW . maYEStGquM'edtarata~aonatiYllManwunt/wmuMYroW~d,Pro~WStlroclonpMirrrbw~«w9lb~mirNk~IM rwl indwx/ orxabmuR~donmsntlaendto¢eWetlaro(1)Y~. MMen{NSmmotlsw7empsoNOnaabenAO'eront p ~ ~4)?~'rAA1~N~Ntl~amw . 4 NO WM'Ic qC'YnY mamef 6 bt d0p! il~dl~0e i1N . nMUaI lbw of w11Mr ~c a dreinep0Drodsn• ~ fi~-~rq,yry gya ~eywEl~t four (7A) I~auia ln advWlas N7r ap Inepectlons and thtN recMia wrHbn ppmef on 4uPecton aN bekre NICG~Mvbq~p~ +DEths . (0) a[p P~a1~ePPw~ ~^6R a^d spodkeUns MW na a mraoveo a ee s partit r«, nor an eppwO a, aor vbYNon otms pauansaotlr a r7' . . kwI nile a repumibn. . . . . /zrl . . . . . .Mief Bti~dhfg inepmCtor THlS PERNM1' VAtlD Qt+tlY WHEN SIGNED BY THE CHIHF BUILDIN(i INBPECTOR AND MAYt1R ClILL: 2944933 24 HOURS' PRIOR TO IFfSPEC7'l0#1 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : C - 11-~6 Property Owner : Property Address : Contractor License No. : Company :4 A_GI 5 ffr*7-1,046 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibili for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheidge_%4wroaaqs,,for work under this permit. (OWNER)(CONTRACTOR) Description : Rc! G4(fC- Zomri~aComrts~its'~ Approval: Zoning : Approval: P(~bti~Wb7Ks?Cd~imepfs":] Approval : Occupancy : Walls Construction Value : / Permit Fee : Plan Review Fee : Use Tax : Phone: Phone :~Am W 6 Total : C I~r; ~'ocrL G~~S - ft D dEx l~r? ct51r"e~s~-r/s ~ AJJ,'~ ls'~ts Fu~ ~v~-CG' BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Ij ~'PIWReq~iit~"d Plumbing License No : Mechanical License No 82/4/T Company : Company L Lf,S #6-,-Jy-/A6 P4ty-1416 Expiration Date : Expiration Date : Approval: Approval: M PPIAWRilipirg"ti 9~9 eYlan9'RegUired~ (1) This pertnit was issuetl in accortlance with the provisions sel foRh in yopur application antl is subject to the laws o( the State of Coloredo ana to the Zoning Regulations and Builtling Code of VMeat Ritlge, Colorado or any other apPliwble ortlinances of the Ciry. (2) TTis permit shall expire if (A) the work aulhonzed is not commenced within sixty (60) tlays from issue tlate or (B) the buil0ing authonzed is suspentletl or abandoned for a period o1 120 tlays. (7) If this permit ex0ires, a new permit may be acquired for a lee of one-half the amount nortnally require0, proviEeE no changes have been or will be made in the original plans and specifwtions and any suspension or abantlonment has not exceetled one (1) yeac II changes are matle or if suspension or abandonment ezceeds one (1) year, full fees shall be paid br a new permit. (4) No work of any manner shall be tlone that will change the naWral flow of water causing a drainage problem. (5) Conirector shall notiry the Building Inspector twenty-four (24) hours in atlvance lor all inspections and shail receive wririen approval on inspection wrtl 6efore proceediing with 5ucce55ive pha5e5 of the job. (6) The issuance of a permit or the approval of drawings and specifiwtions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buiitlin9 cotles or any other ortlinance, law, Nle or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CAIL: 234-5933 24 HOURS PRIOR TO INSPECTION Property Owner : Property Address : 4325 WADSWORTH BLVD Phone : 998-6483 Contractor license No. : 18467 Company : A plus Heating & Cooling phone : 8412424 OWNERlCOT1TRACTOR SiGNATURE OF UNDERSTANDING AND AGREEMENT or xritn . tor (owNER)(corrrRacroR) Construction Value : $800.00 PBrmit Fee : $21.00 Plan Review Fee : $0.00 Use Tax : $9.60 Total: $30.60 Descriptiort : INSTAtL WRTER CY6SET AND WASH BASIN ON OPPOSITE SIDE OF WALL TO MEET HANOICAP STANDARDS BUILDING DEPARTMENT USE ONLY fpproval : Zoning : Approvat: ApProval: Occupancy : Watfs Company : No: Expiration Date : Approwal : (1) (2) (3) (5) (8) SIC : Sq. Ft. : Roof : Stories : Residential Units : Plumbing License No : Mechanical LiCense No : Company : Company : Expiration Date : Expiration Date : Approval : Approval : ~m MM in yopur appliatlon SiM 4 wMxt b Ure M+n of the Stab W CobraEo aM to the Zantrp ,e~~,~ ~°fwv°~,°:° ble ~e°`oj a~~xm,aw~e a ie «(e) me anauw aumonma u,wvwaea a of one-haa Ms emourrt ramialy requlred, ~mvi0etl m dwwqaMS baen a wNl he mede In tlro tlonmaft has not exceetletl one (7) year. f tliaiqea aro made ar Hwapanebn or atientlonment ural llow ot water cauai e drainape protibm. Iroura in atlvance fa afl~nspectlon6 and 8h911 receive wdftn apprnral on In6pxtlon card Dafore dkatlona ahall not be conaWeO to Oe a pemYt for, m ln approval d, airy vidatlon of Ure provlabns PERMIT VALIL3 ONLY WHEN SIGNED BY THE CHIEF BWILDING INSPECTOR' AND MAYOR CkLL: 234•6833 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buiiding Permit Number : Date : Property Owner : PropertyAddress: Z/3a5- lur+Z)sod-~ Contractor License No. : lFc f(. 2 Company : ~ 10Z_U,5 l"fL"77/,1(- V,~~)CrZ /qf, Phone: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applieation are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat fZtd~e ordinances.for work under this permit. (OWNER)(CONTRACTOR)SIGNED DATE '"II^ Description :,!F1i,1S7-2"6C Zotiing~C3~rimetit"s:~ Approval: Zoning : Approval: Pu blid°.WSFks'Coinments'~ ~ Approval: Occupancy : Walls Construction Value : 8De5`_~ Permit Fee : Plan Review Fee : Use Tax : Total : ~fts io~l ax! aPVas'i ?~sidEaF BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :I gLf 67 Mechanical License No : Company : Company : Iq P&Us'H&-A77Q.((C1 Company : Expiration Date : Approval: !J r~Plans Required, Expiretion Date : Approval: gM F-Pla-rfs Req0ired~j Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoninq Regulations antl Builtliny Code of Wheat Ritlge. Colorado or any other applicable ordinances of ihe Ciry. (2) This petmit shall expire R(A) the work authonzetl is not commencea wrthin sixty (60) tlays from issue tlate or (B) the builtling authonzetl is suspentletl or abandonetl (or a penotl of 120 days. (3) I( lhis permit expire5, a new pertnit may be aCpuired (or a fee o( one-half tlie am0unt normalty required, provitleG no Change5 have been or will be made in the original plans anE specifcations and any suspension or abandomment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid br a nev.• permit. (a) No work of any manner shall Oe done that will ctiange the natural flow of water causing a drainage problem. (5) Contractor Shall notity the Building InSpector twenry-(our (24) hour5 in advance fOr all in5pection5 and Shail receive wntten approval on inSDeClion cartl 6efore proceediing with successive phases of the1ob. (6) The issuance o( a permit or the approval of tlrawings an0 specifcations shall not be consime0 to be a permit for, nor an approval of, any violation of the provisions of the building cotles or any other ordinance. law, rule or reguiation. Chief Building Inspector Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Property Owner : Properly Address Contractor License No. Company 4325 WftDSWORTH BLVD 18609 PAUL J. SMITH ELECTRIC Phone : 424-4112 Phone : 252-9316 OWNER/CONTRAGTOR SIGNA'fURE OF UNDERSTANDING AND AGREEMENT Construction Value : $4,050.00 I heroby certf(y that the aoMadt Clatances propoaedby thin pemi(t application are aaurete, Permit Fee : $81.00 and tlo nM viol~ea~1 k~ble ordirWncas, rules ~ repulatbna of ttx cky or Wheat Riepe or . ' covenards,eatem~~ fs or M trktbtis of tecArcl; t6at sH measummnts.shown, and allepatbns PIat1 RBVieW FCe : $0:00 mAds are aecuah; Mat I have reaP andagree to abkiepy allconditlona printed on this app~, end thet k easfm» tuli rasponsa~itltv fw ewnp8ance with the VJheat Ridge ilding Use Tax : $48•60 Cade (U.B:C.) and all ~er applicWb iMheffi ftidge oMtrrences, for work under pertn - 0 % . f~~ Total: $129.60 Deser(ption : REVNRf BUILDING DEPARTMENT USE ONLY Mprovsl : Zonfng : Approval : Approval : Occupancy : Wails : Roof : Stories SIC : Sq. Ft. : ~~~~~=Un1W. Residential ElecViesl License No : Plumbing Ucense No : MechaniCal License No : Cismpany : Company : Company : Expifetion Date : Approval : 0'~ R~8g111~g0~i1t Y (2) . aWndo~.6shor' (9)NMMI?eff~kl.e; Expiretion Date : Expiration Date : Approval : Approval : i yopu applkgan ana u eubjed m me Mwa a me S1a0o ackloretlo and a me Z«ang I»r IabboMlne~esalMCtty. win ~snay (eo~ daye awn roeue aate w(s) ms nunahg awaazea u auspenaed w im°P° -heN the amouM normelly require0, p~tl no dianpee hew been Or wtll 6a mBde it11M ~nt Irea mt sxceedetl one (t) year. Nchengee aro made or if auspenebn or aWndonment w+ of watar cwNng a dreinpe problam. in etlvarnce tor aN Inepectlonc and Mall receive wriLLen aPPrm* on kapecdan card befae ons ahaN nM ba Conahued to be a panMt fa, rwr an appmval U, arry.vblaNon M ths provlabna THIS PERAAIT VA41D ONLY WHEN 31GNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :6L(,c ci C C~ c~ Y)1, S ~--~-n c- Property Address : y '2 5- w C',~\_ Phone : Contractor License No. : bi~c g Company :Rc u.~ Sm ~-Yh &l(? C+Y i, L Phone : YJ 3'&g1 ! OWNER/CONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMEN7 Construction Value :4j/ o,5-o I hereby certify that the setback distances proposed by this permit application are accurate, PBffT11t FEB : 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 Plan Review Fee : made are accurete; that I have read and agree to abide by all conditions printed on this application, and lhat I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pe US@ T0X : (OWNER)(CONTRACTOR) SIGN E TOtel : Description : EC LL~-1, 71'-(r. BUILDING DEPARTMENT USE ONLY Zomrig~Cbmments; SIC : Sq. Ft. : Approval : Zoning : Bu i fdin~Comm.er►fs;~ Approval : P u blic'<iN"d57Cs~'C23in"inents~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: F,g €TPlans.Requ7°r~d im FPIaWRe"ireil LL;: In ^:Pfari"eqvired (t) This permit was issued in accordance with the Orovisions set forth in yopur apDliwtion antl is subjecl to the laws of the State of Cobrado antl to the Zoning Regulations and Building Coae of VJheat Rid9e. Coloretlo or any other appliw0le ortlinances of the Ciry. (2) iTis permit shall expire if (A) the work aulhorized is not commenced within siaty (60) days from issue date or (B) the building authonzetl is suspentled or aDandonetl for a periotl of 120 days. (3) If this permit expires, a nev, pertnit may be acquired for a fee o( one-halt the amount normally requirM, providetl no changes have Deen or will be made in the original plans and specifcations antl any su50ension or abantlonmenl has not ezceedetl one (1) year. If changes are made or ii suspension or aDandonment exceeds one (1) year, full fees shall De paitl for a new permit. (4) No work of any manner shall be done that will chanqe the naNral flow of water causing a Orainage problem. (5) ConlraIXOr shall notify the Builtling Inspector iwenty-fow (24) hours in advance for all inspecdons and shall receive written approval on inspeclion carC before pmceediing with successive phases of the jo0. (6) The issuance of a permit or the approval of drawings antl specilwtions shall not be wnstrued to be a permit For, nor an approval o( any violation of the provisions of the builtling cotles or any other orCinance, law, rule or regulation. 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 INSPECTION D€PARTMENT OF PLANNING AMD DEYELOPMENT Building Permit Number : 3178 BUILtNNIG IN3PEGTIClN DIVISION - 235-2855 ~ C17'Y OF WHEAT RfDGE ' Date : 5l30/96 7600 VMEST 29TH AVENUE 1AIh{EAT RIDGE, CO 80215 Property Owner : Property Address : 4325 WADSWORTH BLVD Phone : 423-7131 Contractor License No. : Company : Phone : OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback diataues proposed by this pertnk applicetion ere axurate, and do nM violata a. iqbk ordinar~s, rules or regWations M the Ciry of Wheat Ridge or covenar~ts, ee or t6qridMns oirocord; that all measuremenffi shown, and allegations made aro aaxrtrtab; tAat I heveread andag ree.to abide bv all condRtons priMed on this applitadon, and that 1 asaume fuN responRaI4 tor cam fance with the Wheat Ridge Builtling iL Code (U.B.C.) and atl othor applicabk~ Wlldge o pse~es, Tor under this p9rm / (ONRJERxCONTRACTOR) S16NED DATE J&~ Constructbn Value : $3,000.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $114.00 Description : BUILD OUT WALLS, LOWER CEILING IN OFFICE, PUT UP SLOT WALLS BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : 2oning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residendat Lnits : Electdcal License No : Plumbing License No : Mechanicai license No : Company : Company : Company : Expiration Date : Expiretion Date : Expiretion Date : Approval : Approval : Approval : m a 0 (7) Thls petmit wa► Issued'in aCmtOanes wilh tlle provieionsaet fath M yapur Appticatbn end is aubixt ro the iawa of tlie SMe W,CObreao.antl ro ths Zonhp Rspukllotq MQ Bum rq~GOde otYlRidad RWOR Cdwadow my Wher elicede oMinancea of the Cily. (2) Thls pMnk ehap totpn H(A) Yfe woAc authorfzetl is rrot commerwetl wtth n abcly (80) tlaya Rom iaaue de0e or (B)1he MriMhq autliorixe0 ia suapentled a a69ndonW tor a perlotl o( 7$0daya (3) If th~ panMt eopirea, a now VenTtlt maY be acquireUlor a fee of one-haHthe artauM nonne~ty requkod~ W~~ ra Mengee have Daen orw10 bo rmCO in the wptnal plans and spsd6catbne antl am aw or ~antlwiment has not ezceaded one (1) Year. If chanpes are meEe or M suapenebn W ebarMOnrtaM exceeds ax (7) Yea,luq Mu aMN De paid g• nsw oenMG (4) No wWk of arry minnar eMAOm ddro tlhat wIN Menpa ihe nrelu1al flow of water eaueing e dninaga problam. (6) Co rq Inaoec0or droMyfour (24) hain in aMaxe tor ali inapecflons aM ahsll recNve wrlGen appwal on inspactlon ard GeMre 7pr1o~ece1 etl1 a d~o(~py anci ~8~ the ~ c ~~ta ~y ~~nte, la~v, r~ule w repu~tbns ahell nM be conswetl m be a permit for, nor en approval of, erry vblatloro W the Proviebns W iief Building Inspector ` THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner:(;eA„41W ~jpoJ~W r~ G(~ Property Address : y3,ZS l.~Jus.~S~--te~~ ~(✓1W &&,3XiF3 Phone :'Y.2.3-7/3f Contractor License No. : Company zt-~. Phone 4///-2- w. /'164 SDvox OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DA7ES_0*~ Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : Description ,0L.~ ti-oc.an u~ BUILDING DEPARTfv}ENT USE ONLY ZonM,CbminefifdS Approval : Zoning : Buildfng~COmmenfs~ Approval: Putilic.WSFIwCbwmerits Approval: Occupancy : Walls : Roof : Stories : J ~ ~,.~f SIC : Sq. Ft. : Residential Units : Electrical License No : Company : Expiration Date : Approval: El k~"Planc Reqrii~e_ t Plumbing License No : Company: Expiration Date : Approval: ~ ~Plans"Req' Mechanical License No : Company: Expiration Date : Approval: T4P1ari9°Reg (1) This permit was issuetl in accortlance with lhe pmvisions set forth in yopur applicalion and is subject to ihe laws of the State of Colora0o and lo ihe Zoning Regulations antl BuilEing Code of Wheat RiEge, Cobratlo or any olher applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work auMOnzea is not wmmencetl within sixty (60) days hom issue dale or (B) lhe building authonzed is suspentled or abandoned for a periotl of 120 days. (3) If this permit expires, a new pertnit may be acquired for a tee of one-half the amount nortnalty required, provi0ed no changes have Deen or will be made in the onginal plans and specifications antl any suspension or abandonment has not excee0etl one (1) yeac If Uanges are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the natural ilow ol water causing a drainage Oroblem. (5) ConUactor shal fotiy the Building Inspector twenry-four (24) hours in aCvance for all inspections and shall receive written approval on inspection cartl bebre (fi) 7he issuan f a per~ it or the approval of tlrawings and specifcations shall not Oe construeA to be a permit for, nor an approval of, any violation of Ne provisions of the buil codespr any other orpinapce, law, rule or regulation. Inspector For Mayor PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION