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7610-7640 W. 44th Avenue
From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Thursday, October 15, 2020 11:21:13 AM General Permit Application This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Commercial Residential or Commercial? Property Address 7610 West 44th Ave. Property Owner Name Roger Loecher Property Owner Phone 303-422-8500 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Roger.Loecher@LandLCoins.com Address Attach City of Wheat scan0044 Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Submitting General Next Level Contractor or Architect Contractor's License 00000 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 3033015785 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address rudypyramid@msn.com Retype Contact Email rudypyramid@msn.com Address 0]:K16]CiI91 ffl0N]&TOLD]N:/ Detailed Scope of Replace steel column post with new grade beam, new metal Work - Provide a framing, OSB and stucco/EIFS to match existing. detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of 4 scope of work Location of work S/W Corner of 44th and Wadsworth (backyard, on roof, etc) Upload Engineer letter, Field not completed other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x scan0039 ndf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with $8,500 Project Value (contract 8,500.00 VALUATION value or cost of ALL APPROVED AS materials and labor) SUBMITTED SP Upload Engineer letter, Field not completed other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x scan0039 ndf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Rudyspandler Permit Email not displaying correctly? View it in your browser. SECTION 05400 - COLD -FORMED METAL FRAMING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Exterior non -load-bearing wall framing. 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Design is the responsibility of the cold -formed metal framing supplier. Provide cold -formed metal framing capable of withstanding design loads within limits and under conditions indicated: 1. Design Loads: As follows: a. Dead Loads: Weight of materials and construction. 2. Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following: a. Exterior Non -Load -Bearing Framing: Horizontal deflection of 1/600 of the wall height. 3. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change of 120 deg F (67 deg C). B. Cold -Formed Steel Framing, General: Design according to AISI's "Standard for Cold -Formed Steel Framing - General Provision". 1. Design exterior non -load-bearing wall framing to accommodate horizontal defection without regard for contribution of sheathing materials. C. Qualification Data: testing agency D. Product Test Reports: From a qualified testing agency, unless otherwise stated, indicating that each of the following complies with requirements, based on evaluation of comprehensive tests for current products: 1. Steel sheet. 2. Expansion anchors. 3. Power -actuated anchors. 4. Mechanical fasteners. 5. Vertical deflection clips. 6. Horizontal drift defection clips. 7. Miscellaneous structural clips and accessories. E. Research/Evaluation Reports: For cold -formed metal framing. 1.3 QUALITY ASSURANCE A. Testing Agency Qualifications: An independant testing agency, acceptable to authorities having jurisdiction, qualified according to ASTM E 329 to conduct the testing indicated: B. Project Tests: Mill certificates of data from a qualified independent testing agency, or in-house testing with calibrated test equipment indicating steel sheet complies with requirements, including base -metal thickness, yield strength, tensile strength, total elongation, chemical requirements, ductility, and metallic -coating thickness. C. AISI Specifications and Standards: Comply with AISI's "North American Specification for the Design of Cold -Formed Steel Structural Members" and its "Standard for Cold -Formed Steel Framing - General Provisions". PART 2 -PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering cold -formed metal framing that may be incorporated into the Work include, but are not limited to, the following: B. Manufacturers: Subject to compliance with requirements, provide cold -formed metal framing by one of the following: 1. Allied Stucco. 2.2 EXTERIOR NON -LOAD-BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depth indicated, punched, with stiffened flanges, and as follow: 1. Minimum Base -Metal Thickness: 0.0428 inch (1.09 mm). 2. Flange Width: As required to withstand design loads within limits and under conditions indicted. 3. Section Properties: As required to withstand design loads within limits and under conditions indicated. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depth indicated, unpunched, with unstiffened flanges, and as follow: 1. Minimum Base -Metal Thickness: 0.0428 inch (1.09 mm). 2. Flange Width: 1-1/4 inches (32 mm). 2.3 ANCHORS, CLIPS, AND FASTENERS A. Steel Shapes and Clips: ASTM A 36/A 36M, zinc coated by hot -dip process according to ASTM A 123/ A 123M. B. Expansion Anchors: Fabricated from corrosion -resistant materials, with capability to sustain, without failure, a load equal to 5 times design load, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency C. Powder -Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resitant materials, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. D. Mechanical Fasteners: ASTM C 1513, corrosion -resistant -coated, self -drilling, self -tapping steel drill screw. 1. Head Type: Low -profile head beneath sheathing, manufacturer's standard elsewhere. 2.4 FABRICATION A. Fabricate cold -formed metal framing and accessories plumb, square and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section. 1. Fabricate framing assemblies using jigs or templates. 2. Cut framing members by sawing or shearing: do not torch cut. 3. Fasten cold -formed metal framing members by welding, screw fastening, clinch fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted. a. Comply with AWS D1.3 requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install accordingly to Shop Drawings, with screw penetrating joined members by not less than three exposed screwthreads. 4. Fasten other materials to cold -formed metal framing by welding, bolting, or screw fasteneing, according to Shop Drawings. B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion. C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet (1:960) and as follows: 1. Spacing: Space individual framing members no more than plus or minus 1/8 inch (3 mm) from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials, 2. Squareness: Fabricate each cold -formed metal framing assembly to a maximum out -of -square tolerance of 1/8 inch (3 mm). 2.5 EXTERIOR NON -LOAD BEARING WALL INSTALLATION A. Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to supporting structure as indicated. B. Fasten both flanges of studs to top and bottom track, unless otherwise indicated. Space studs as follows: 1. Stud Spacing: 16 inches (406 mm) maximum. C. Set stud plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar requirements. D. Isolate non -load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. 1. Install single -leg deflection tracks and anchor to building structure. 2. Install double deep -leg deflection tracks and anchor outer track to building structure. 3. Connect vertical deflection clips to bypassing studs and anchor to building structure. 4. Connect drift clips to cold formed metal framing and anchor to building structure. 1" EIFS W/ BAND 33%" METAL FRAME SYSTEM 3(t" EXTERIOR SHEATHING W/ (W.R.B.) SECTION 07.24.00 - EXTERIOR INSULATION AND FINISH SYSTEMS SUMMARY 1. Provide Exterior Insulation and Finish Systems (EIFS): a. Applications over gypsum sheathing PRODUCTS 1. As selected by Architect, complying with the following: 2. Finish Coating over Molded Polystyrene Board: a. Type: EIMA Class PB. b. Base Coat: Portland cement and polymer adhesive. c. Finish Coat: Polymer emulsion. d. Thermal Insulation: Molded rigid cellular polystyrene. e. Adhesive Attachment: Adhesive. f. Mechanical Attachment: Mechanical fasteners, corrosion -resistant. g. Reinforcing Fabric: Standard weight with high -impact type at areas subject to damage. 3. Finish Coating over Extruded Polystyrene Board: a. Type: EIMA Class PM. b. Base Coat: Portland cement, glass fibers, and polymer emulsion. c. Polymer Topcoat: Polymer -modified Portland cement d. Acrylic Topcoat: Acrylic emulsion e. Thermal Insulation: Extruded rigid cellular polystyrene. f. Attachment: Mechanical fasteners, corrosion -resistant. g. Reinforcing Fabric: Standard weight. I F" SECTION PLAN COLUMN DETAIL BACKER ROD & SEALANT 1" EIFS BAND 1" EIFS 1" EIFS BAND BACKER ROD & SEALANT COLUMN, SEE S1 3/4"=1'-O' SECTION 07.25.00 - WEATHER RESISTIVE BARRIER SUMMARY 1. Weather Resistive Barrier (W.R.B.) PRODUCTS 1. Air and Moisture Barrier: Provide manufacture's substrate air and moisture barrier system designed to seal substrates from moisture penetration. 2. Joint Filler: or equal ready -mixed, acrylic based material flexible joint compound. "Sto Gold Fill" or Accepted Equivalent. ON SITE PLANS MUST BE ON SITE FOR INSPECTION MR t 2018 IRC 2018 IBC 2018 IECC 2020 NEC CITY OF WHEAT RIDGE AMENDMENTS _ City of �MW DEVELOP heat N APPROVED Reviewed for Code Compliance Steven Peck 11/17/2020 Plans Examiner Date YelWetr of permit: fie iss p of o pemet or opprasol of phrns spe gkoMoro one oomputanons shoe not be a pmMe fo, won oppswof at my nofodon m a" of the provolams of Me twrMV code or of oty ply wehsalso. PeMNe pmw g to g" outhontp to Mwom w oencel the XWWOM of the dtthllnp mdn w othn oflft ae M ft Oty shag not he.oha NORTH ELEVATION N.T.S. Contractor Pyramid Construction, LLC 2895 West 90th Ave. Federal Heights, CO 80260 Rudy Spandler 303.248.3766 I - Z LLUU L LU U nJ /LU LL Z L I 0 U V Z to I W (`7 (`7 O O 00 O U 6 O 0) iIR e Issue Date PERMIT & 09.21.20 CONSTRUCTION ARCHITECTURAL NOTES, ELEVATION & DETAIL � ► 44" City of Wheat Ridge '/� Commercial Miscellaneous PERMIT - 202002272 PERMIT NO: 202002272 ISSUED: 05/03/2021 JOB ADDRESS: 7610 W 44th Ave EXPIRES: 05/03/2022 JOB DESCRIPTION: Replace steel column post with new grade beam, new metal framing, OSB and stucco/EIFS to match existing *** CONTACTS *** OWNER (303) 456-9494 LOECHER EILEEN GC (303)248-3766 RUDY SPANDLER 100059 PYRAMID CONSTRUCTION, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; l BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 81500.00 FEES Total Valuation 0.00 Plan Review Fee 122.49 Use Tax 178.50 Permit Fee 188.45 ** TOTAL ** 489.44 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal 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�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/03/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102176 Issued: 11/23/10 Stipulations: Parapet /Column Metal Frame with EIFS. East and North Elevations. 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: 7610 W 44TH AVE Parcel Number: 39- 233 -00 -001 Owner: Eileen Loecher 7610 W. 44th Ave. Wheat Ridge CO 80033 Contractor: Pyramid Construction, LLC 2895 W. 90th Ave. Federal Heights, CO 80260 For the Following Purpose: Commercial Remodel Code Editions _ 06 ICC /2008 2006 ICC /2005 2003 ICC /2005 S rinkler Sys h'ef -B i ding NEC NEC NEC Lem Ins] 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. -(-j )ector- Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 11/23/10 16:31:05 City of Wheat Ridge Page 1 bp7D1 -15 PERMIT INFORMATION - 102176 mmackey PERMIT INFORMATION: Permit #: 102176 Permit Type: Commercial Remodel Permit Dt: 09/15/2010 Expires: 09/15/2011 Address: 7610 W 44TH AVE Parcel Cd: 39- 233 -00 -001 OWNER: Eileen Loecher Address: 7610 W. 44th Ave. City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: PAID: Zone Cd: Unassigned DU: 1 SetBack9- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: 459.00 JOB DESCRIPTION: Parapet /column metal frame with EIFS. East and North Elev FEES QTY DUE PAID: Permit Fee 25,500.00 453.55 453.55 Plan Review Fee .00 294.81 294.81 Total Valuation 25,500.00 .00 .00 Use Tax 25,500.00 459.00 459.00 1,207.36 1,207.36 CONTACTS: owner Eileen Loecher 7610 W. 44th Ave. Wheat Ridge CO 80033 3036385858 go CL4 Pyramid Construction, LLC 2895 W. 90th Ave. Federal Heights, CO 80260 3034877221 PARCEL INFORMATION: 10 Structure Type 101 20 Year Built 1958 30 Property Type COMMR PERMIT CONDITIONS: SS: Approved. Zoned C -1. Any change in signs will require separate permit. KC: Approved per plans and notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspection. APPROVALS: Req Appry '1 Date Approver Note ____________________ __ _ _ __ __ ___ ____ ____ ____________ Zoning 09109110 SS _______ _____________________________ _____________________ ____ ______ REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 09/15/10 CREATED FROM APPL# 10 -0330 09/09/10 Approved and given to KC for review. 09/07/10 Given to SS for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 FRI:Framing Rough Insp. - -10 -0059 09/20/10 no KC 09/21/10 09/21/10 PARTIAL - 2 DWS:Drywall screw /nail 10 -0059 09/20/10 no KC .09/21/10 09/21/10 PARTIAL 3 FRI:Framing Rough Insp. 10 -0059 09/23/10 no KC 09/24/10 09/24/10 PARTIAL 11/23/10 16:31:05 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 102176 mmaok.y 4 GSS:Gutter /siding /soffit 10 -0059 09/23/10 no KC 09/24/10 09/24/10 COMPLETE 5 DWS:Drywall screw /nail 10 -0059 09/27/10 no MV 09/28/10 09/28/10 COMPLETE 6 BFI:Building Final Insp 10 -0059 11/22/10 no SCSI 11/23/10. 11/23/10 COMPLETE INSPECTION RECORD Occupancy/Type INSPECTION LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Drywall Screw Stemwall / (CEG) Concrete Encased Ground v a✓S Reinforcing or Monolithic Weatherproof / French Drain f _7 Sewer Service Lines Fire Department Water Service Lines R.O.W & Drainage TOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING n Framing /c7 l�` a�17/2L-�� �r�lS J ,sC/ieJ" e ✓_L 2a Insulation Plumbing Drywall Screw Mechanical v a✓S FINALS Electrical Plumbing Mechanical Roof Building Final f _7 Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY /S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION - OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. �s OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: F Job Address: 7610 Permit Number: z02- i 7C ❑ No one available for inspection: Time AM Re- Inspection required: Yes No When corrections have been made, call for re -inspe tfon t 303 -234 -5933 Date: fo Inspector: L f DO NOT REMOVE THIS NOTICE k ❑ No one available for inspection Re- Inspection required: Yes ( I When corrections have been ma call for inspection at 303-234-5933 Date: Inspector: i % DO NOT REMOVE T IS`NOTICE F IV 1 4 � CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type. 1 /WIOJ t: Mg5 Job Address Permit Number 1,c 9 7(� ❑ No one avai Re-Inspection K le for inspection: Time AM/ &--' uired: Yes No r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type zcA~f g' 01415 Job Address 7�01a � YY l k Permit Number I OA174 J . tr'ts PAP-)1-14Z .A4 Date: fz <q DO NO " ' City of Wheat Ridge r40 00 r- Commercial Remodel PERMIT - 102176 PERMIT NO: 102176 ISSUED: 09/15/2010 JOB ADDRESS: 7610 W 44TH AVE EXPIRES: 09/15/2011 DESCRIPTION: Parapet /column metal . frame with EIFS. East and North Elev * ** CONTACTS * ** owner 303/638 -5858 Eileen Loecher go 303/487 -7221 10 -0059 Pyramid Construction, LLC ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PR A 25,500.00 FEES Permit Fee 453.55 Plan Review Fee 294.81 � - -°-� Total Valuation .00 Use Tax 459.00 K � � j.. ** TOTAL ** 1,207.36 ;.�. f Conditions: SS: Approved. Zoned C -1. Any change in signs will require separate permit. KC: Approved per plans and notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. 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. el &a Signature of ccntrac 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 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. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval f, n violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pl r s subject to field inspections. Signatur f CIVef Building Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. .S3I Ciiyof V�Theat idge - COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application (, 1C) 1 ,4. "E9 -4 " AJs. Date: (} Plan # It) Permit # Property Owner (please print) Ci amss, L, v - Jn-e.r Phone: Mailing Address: (if different than property address) Address: 5 500 W. 44 " 7 /3v e. City, State, Zip: Dc�H� -e yy .r, GO `` $02.12 ,% S,ntra�EtVI: _ 94 y'�tw l G C1c>"A "j; o n . LLC- M 10 --®059 Phone: 3o3- '3oB- 5 - 1 $5 Plumbing: City License # City License # L32S�rA33�TiEfi1'U1Nf#�' Pacape+ {�Ccl�,,,Y. . •�e.^}z1 �r a�n e w:"1'� �tFS CIrS ciaddt c ran CaS. } /(UorFh BTU's Gallons Ft. City License # Contract Value- e'' g 2515o0.0a �A � Review Fee (due at time of submittal): 2qLI� 3'I. X. 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. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) / / PRINT NAME: R"asi 5Pai cAle. SIGNATURE: DATE: 915®10 Mechanical: Bldg Valuation: SCOPE OF WORK PYRAMID CONSTRUCTION, LLC 2895 West 90th Avenue Federal Heights, Colorado 80260 -5107 303 - 487 -7221 • Fax 303 - 487 -1227 Date: September 5, 2010 • Time: 09:32 AM Attn.: John Schumacher City of Wheat Ridge Building Department 7500 West 29 Avenue Wheat Ridge, Colorado 80212 303- 235 -2853 Fax 303 - 235 -2857 Re: SW Wadsworth Retail 7610 West 44 Avenue Wheat Ridge, Colorado 80033 Scope of Work Summary Attached please find our Building Permit application for the above referenced project. Below we have outline the scope of work with the submitted drawing, specification and photographs of exiting for your review and comments. Scope of work: Our intention is to upgrade the facade of the existing building with non structural framing, sheathing and complete EIFS system with approved color scheme. The framing shall consist of 3 5/8" and 6 5/8" metal frame, use of OSB, exterior gypsum board, exterior grade plywood at the bottom 2' section on the columns. The entire new parapet, existing brick and columns shall receive 1 ", 1.5 ", 3" and 6" EIFS system, planter caps shall receive brown and finish over existing, with bands and when the EIFS cladding meets dissimilar material Pages : 2 . backer rod and sealants are used to secure any water intrusion required by the system manufacture. If you have any questions in regards to the above or the attached bid proposal, please do not hesitate to call our office. Thank you, PYRAMID CONSTRUCTION, LLC Rudy Spandler cell # 303 - 301 -5785 Pages: 2. S /W WADSWORTH RETAIL 7610 WEST 44 AVENUE WHEAT RIDGE, COLORADO 80033 PYRAMID CONSTRUCTION, LLC 2895 WEST 90 AVENUE FEDERAL HEIGHTS, COLORADO 80211 c0 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: �`as /moo Signed: Plan checker 6 O� t o A-1 Wheat Ridge Building Department p -oved �Il $ lso SEPTEMBER 5, 2010 BUILD G FICIAL DATE CONSTRUCTION Validity of permit: The issuance of a permit or approval of plans. specifications s DOCUMENTS and computations shall not be a permit for, or an approval of, any violation to SPECIFICATIONS any of the provisions of the building code or of any City ordinances. - Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. r..:. .�..�..• APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: �`as /moo Signed: Plan checker 6 S/W WADSWORTH RETAIL 7610 WESR 44 AVENUE WHEAT RIDGE, COLORADO 80033 PYRAMID CONSTRUCTION, LLC 2895 WEST 90 AVENUE FEDERAL HEIGHTS, COLORADO 80211 A -1 SEPTEMBER 5, 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 FINESTONE SPECIFICATION 5. 09260 GYPSUM BOARD SPECIFICATION y L m O 9 I �} i C'.nL2I,iiC, ';, �4 L 9 fl Y� S k Y �R4e a � t �f 3 l A } en J H tin. X V � k� k 5., ^s v l k � l t N J� Y g � y s ID 00 kF k i . N tD VSM1}SE Z h k y C 3 m m o 5 �\ ��\ .�\ \� <:� <> � � . �<:{ � . � �� \\ \ \�����\ ��� ,f . .cr7.. �`Q.._P;.,Y ,% �,. A LL = y Q 0 U O/O M E M S S W E F O {{ J r /`�,�� ` O `Y 7 O J v ~ C N B - O N ' 9 �w LL ® J M a +, o 0 0 4- o ® V U v/ m ro oz •\ � S E m o s U o O Q V 0 L O ( 0 n N mm = CD C`) a t O ~ y Q `3 L m a ; s � E �w ° O > O i E rn Q � a tz >+ CO SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) PART 1 -GENERAL 1.1 SUMMARY A. Related Sections: 1. Section 09255 — Sheathing. 1.2 DEFINITIONS A. Openings Through System: Hole which passes completely through Exterior Insulation and Finish System. Includes, but is not limited to doors, windows, fixtures set in wall, pipe or duct penetrations, conduit or cable penetrations, mounting brackets, or vents. B. Running Bond: Placement of insulation boards such that vertical joints between boards in successive courses are horizontally offset at least 1/4 of board's horizontal unit length. 1.3 SYSTEM DESCRIPTION A. Bond Integrity: Free from bond failure within system components or between system and supporting wall construction, resulting from exposure to fire, positive or negative wind loads, or weather. B. Exterior Insulation and Finish System (EIFS): EIMA Class PB, Type A, System. C. Fire Performance Characteristics: Conform to applicable code for system fire resistance ratings, flammability characteristics, potential heat release, flame spread, and smoke developed indices. D. Design Requirements: Comply with Section 01190. 1. Non - drainable System: System includes full bed of adhesive for setting insulation, base coat embedded in mesh, and color coat rainscreen. E. Insulation Adhesive Design Requirements: Design to accommodate 150 percent of wind forces: 1. Adhesive application, coverage, and thickness using notched trowel with 50 percent adhesion to accommodate 150 percent of wind load forces. Ribbon and dab method of adhering insulation not permitted. F. Water Penetration: No water penetration to innermost surface. 1. Test Method: ASTM E331. G. Water Vapor Transmission: Not more than 15 perms. 1. Test Method: ASTM E96, Procedure B. 1.4 SUBMITTALS A. General: Submit in accordance with Section 01330. 1. Submit for components of each wall assembly containing components specified in this section simultaneously. See Schedule of Wall Assemblies at end of Section 01190. B. Product Data: Submit on system materials, performance criteria, dew point location, limitations, and connection devices. 1. Include information for accessories and other required components. 2. Include color charts for finish indicatjng manufacturer's colors for selection. 3. Include list of EIFS manufacturer approved sealants and sealant manufacturers. 4. Include sample of warranty custo ized for this project. C. Shop Drawings: Indicate joint layout patterns including dimensions. Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240 -1 - EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) C 1. Detail drawings of joints, flashing, openings, penetrations, attachment to supporting structure, drainage and weep components and locations, and terminations at windows. 2. Detail drawings of special accessory components not included in manufacturer's product data. D. Samples: Submit four 12 by 12 inches in size for each finish, color, and texture indicated. 1. Prepare samples using same tools, techniques, and system components intended for actual work. E. Informational Submittals: Submit following packaged separately from other submittals: 1. Code Evaluation Reports indicating conditions of acceptance of submitted system by Code governing Project. 2. Certifications specified in Quality Assurance article. 3. Manufacturer's instructions. 4. Manufacturer's field reports. 5. Manufacturer's maintenance instructions, including directions for protecting surfaces at window washing services. F. Closeout Submittals: Submit following in accordance with Section 01780. 1. Maintenance data. 2. Warranty: Specified warranty. 1.5 QUALITY ASSURANCE A. Single Source Responsibility: Furnish products from one manufacturer for entire Project, unless otherwise acceptable to Architect and proposed manufacturer. B. Manufacturer Qualifications: Company specializing in manufacturing Products specified in this Section, and member of Exterior Insulation Manufacturers Association. C. D. Certifications: 1. Approval by building code authorities for system use on this Project. 2. Contractor's and Applicator's Certification that products are installed in accordance with Contract Documents, based on inspection specified as part of Field Quality Control. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with requirements of Section 01600. 1. Store Materials Under Cover: a. Protect from moisture absorption and contamination by harmful materials. b. Protect from weather, direct sunlight, and surface contamination. C. Maintain within manufacturer's required temperature range. d. Protected from damage by construction operations. e. Protect from condensation and heat build -up when using temporary covers to prevent damage to system. 1.7 PROJECT CONDITIONS A. Environmental Requirements: 1. Install system when ambient and surface temperatures are within system manufacturer's installation temperature limits, during and 24 hours after installation of wet materials. 2. Install system within system manufacturer's relative humidity limits. 3. Comply with Manufacturer's Requirements Regarding: Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240 -2 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) M_ a. Coating application in direct sunlight. b. Protection of coatings while curing from airborne contamination or adverse weather conditions. 1.8 SEQUENCING A. Sequence work under provisions of Section 01100. 1. Coordinate with Section 07620 when sheet metal flashing which is integral with system. B. Seal Joints: Immediately after base coat has cured and dried as required by manufacturer. 1. Before application of finish coat. 1.9 WARRANTY A. Special Warranty: Prepare and submit in accordance with Section 01780, 1. Warrant installed system for tenyears to: a. Be free from defects in material or labor. b. Remain in watertight and airtight condition. PART 2 —PRODUCTS 2.1 EIFS MANUFACTURERS A. Acceptable Products and Manufacturers, Standard Systems: 1. Outsulation, Dryvit Systems, Inc. 2. Sto Classic, Sto Corp., Atlanta, GA. 3. Senerflex Classic PB, Senergy Methods, Cranston, RI. B. Other Acceptable Manufacturers: 1. Firestone, Adrian, Ml. 2. Accepted Substitute in accordance with Section 01600. 2.2 EIFS MATERIALS A. Barrier, Base, and Finish Coats: 1. Barrier Coat: Breathable, waterproof coating compatible with sheathing specified in Section 09255. 2. Base and Finish Coat Aggregate: Manufacturer's aggregate, free of iron - containing compounds. 3. Base Coat Primer: System manufacturer's base coat primer. 4. Base Coat Material: Refer to Class PB system below. a. Horizontal surfaces: Use manufacturers product specifically formulated for use at horizontal surfaces to withstand affects of water. Basis for Design: Dryvit Dryflex. 5, Finish Coat Material: System manufacturer's factory -mixed formulation of acrylic polymer, aggregate, and color -fast pigments. a. Use single color batches for individual colors to avoid color changes from differently mixed batches. B. Water: Clean and potable. C. EIFS Class PB System (Soft Coat): 1. Barrier Coat: Provide manufacturer's barrier coat over sheathing for watertight application regardless of type of EIFS system provided. 2. Adhesive: System manufacturer's formulation and system compatible with substrate over which insulation is installed. 3. Board Insulation,:'; Expanded polystyrene, ASTM C57B, Type I. a. Minimum pensity: 1.0 PCF. Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240 -3 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 4:04 b. Minimum Compressive Strength: 10 PSI. C. Comply with bead fusion, aging, dimensional, and mechanical criteria of system manufacturer. d. Thermal Resistance: ASTM C518, R value of 4 per inch of thickness, at 75 F mean temperature; value determined at not less than 6 months after manufacture. e. Panel Size: 24 by 48 inches maximum. f. System manufacturer's stamp of compliance on each board. g. Thickness: As indicated, but not less than 1 inch nor more than 4 inches. 4. Reinforcing Mesh: System manufacturer's coated open weave alkaline resistant fiberglass mesh fabric compatible with other system components. a. System manufacturer's mesh intended for placement at corners, reveals, or molded and formed profiles. b. Standard Weight Mesh: Manufacturer's mesh intended for standard impact resistance described in EIMA- 101.86., minimum 4 ounce /sq. yd. 5. Barrier, Base, and Finish Coat Materials: System manufacturer's formulation of 100 percent acrylic co- polymer binder and aggregate. 2.3 EIFS ACCESSORIES A. Trim Accessories: Corner Beads, Casing Beads, Drip Channels, or ]-Trim: As required by system manufacturer. 1. Material: Zinc. 2. Control Joints: "Deep' V- Shaped groove channel to penetrate coatings and into insulation. Shallow V- Shaped groove channels which only penetrate coatings, and do not penetrate into insulation, not allowed. 3. Joint Sealant for Joints between Trim Accessories: As required by system manufacturer. B. Joint Sealant: Silicone - General Purpose sealant specified in Section 07920. 2.4 MIXES A. General: Comply with system manufacturer's requirements. 1. Do not introduce admixtures, water, or other materials, except as approved by system manufacturer. 2. Use materials within time period requirements of system manufacturer. 3. Use adhesive, coating, and primer mixtures within pot -life time period requirements of system manufacturer. 2.5 EIFS FINISHES A. Finish: Color, texture, and finish as selected by Architect from samples submitted. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine conditions and proceed with work in accordance with Section 01400. 1. Verify that substrate is flat and even, within tolerances required by system manufacturer. If manufacturer has no substrate tolerance limit, substrate shall be flat and even within tolerance of 1/8 inch in 48 inches. 2. Verify that substrate and adjacent materials are dry and frost free. 3. Verify that substrate's moisture content, cleanliness, and physical condition are within system manufacturer's tolerances and requirements. 4. Verify that sheathing joints are properly sealed in accordance with Section 09255. Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 0105300/11 -18 -02 REV 04 -02 -03 07240.4 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) 0M 3.2 PREPARATION A. General: Prepare and clean substrate materials in accordance with system manufacturer's requirements. 1. Mask and cover adjacent work areas to protect from damage during installation of system. 2. Apply surface - sealer over substrates where required by system manufacturer for improving adhesion. 3.3 INSTALLATION A. General: Comply with Section 01600 and manufacturer's recommendations. B. Treat sheathing joints in accordance with EIFS manufacturer requirements and with Section 09255. C. Barrier Coat: Apply continuous barrier coat over sheathing. D. Board Insulation: Apply in courses with long edges oriented horizontally; begin first course from level base line and work upwards. 1. Apply adhesive using notched trowel for 100 percent adhesion; ribbon and dab method not permitted. 2. Stagger vertical board joints in successive courses to produce running bond pattern. 3. Precut boards to fit openings, corners, and projections prior to applying adhesive. 4. At corners, alternate boards in successive courses to create interlocking pattern. 5. Offset board joints minimum of 4 inches from parallel running aesthetic grooves. 6. Board Layout at Openings through System: a. Minimum Board Horizontal Dimension Accent to head and sill: 6 inches. b. Minimum Distance from Corners to Insulation Board Joints Along Head, Sill, and lambs: 6 inches. C. Cut insulation boards at corners to form single L- shaped boards. Insulation board joints emanating from opening corners are not permitted. 7. Provide minimum 12 inches offset between board joints from sheathing joints. 8. Abut boards tightly to produce flush and even surfaces without gaps or raised edges. If gaps wider than 1/16 inch occur, fill with insulation cut to fit gaps exactly without use of adhesive; do not place adhesive in gaps. 9. Rasp or sand flush irregularities of insulation surfaces which project more than 1/16 inch or less if required by system manufacturer. Do not fill depressions with adhesive and coating materials to form flat surface to receive base coat application. 10. Preparation for Coating Application: a. Prepare insulation by abrading surface to rough surface texture. b. During abrading remove site dirt, ultraviolet light degraded insulation, and other harmful conditions which may impair adhesion of base coat to insulation. 11. Sealant Joints: Interrupt insulation where joints are indicated. a. Form joints to receive joint sealant by leaving gaps of sufficient width to include joint sealant, base coat, and reinforcing fabric. b. Position joints so system's thermal expansion and contraction does not exceed 1/4 of joint width. C. Provide at Following Locations: 1) Where movementjoints occur in substrate system. 2) Where system abuts another material. 3) Where substrate changes. 4) Where significant structural movement occurs, such as long continuous elevations, changes in roof line, changes in building shape, or changes in structural system: Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240 -5 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) Z_�P 12. Insulation Attachment: a. Adhesive: Install insulation for Class PB systems with adhesive. 1) Apply adhesive as required by system manufacturer and applicable code. 2) When insulation board is in final position, remove adhesive which extends beyond board edges. Scrape board edges clean of adhesive. Protect board at tops of walls and continuous runs from weather or other damage. 3) Allow adhered insulation to remain undisturbed for time period required by system manufacturer, considering temperature and humidity conditions, but not less than 24 hours prior to: a) Beginning rasping and sanding insulation. b) Application of base coat and mesh. 13. Reveals: Includes aesthetic joints, grooves, rabbets, and formed features. a. Coat recesses in insulation board to create patterns with base and finish coats. b. Cut in outside face of insulation with power tool router and bit configured to produce required features that conform accurately to profiles indicated. C. Do not reduce insulation thickness to less than 314 inch. E. Reinforcing Mesh Application: 1. Backwrapping: Provide backwrapping and double layer of mesh minimum of 4 inches wide at head, sill, jambs, and openings. Backwrap insulation with reinforcing mesh at top and bottom of walls and sections of walls and at other locations identified by manufacturer. Expose not less than 2 -1/2 inches of backwrapping mesh and cover with full application of standard mesh. 2. Corners of Openings: Provide 9 -1/2 by 12 inches reinforcing mesh panels at corners of openings not aligned with control or sealantjoints. a. Position with mesh panel edges at angle of 45 degrees from edges of opening. b. Position panel with long edge touching opening's corner. C. Position overlaps of reinforcing mesh minimum of 6 inches from corners and from edges of insulation panels. d. Strip in at least three mesh panels at each corner to ensure full, continuous reinforcement. 3. Class PB (Soft Coat) Coating Application: Install mesh to produce wrinkle -free installation with mesh continuous at corners, wrapped at terminating edges, and lapped or otherwise treated at joints to comply with system manufacturer's requirements. a. Standard Weight Reinforcing Mesh: Install typically, including over other reinforcing mesh required, to provide continuous appearance of base and finish coats. 1) Lap adjoining sheets of mesh over each other minimum of 2 -1/2 inches, or greater if required by system manufacturer. 2) Fully embed standard weight reinforcing mesh separately from supplemental mesh. F. Base and Finish Coating Application: 1. General: Mesh and mesh pattern shall not be visible after base coat cures. If mesh, or mesh patterns, are visible after base coat cures, recoat with additional base coat material. a. Do not cut reinforcing mesh embedded in base coat. Measure and precut mesh prior to application. b. When required by system manufacturer, apply primer over base coat in accordance with system manufacturer's application instructions. C. Prior to application of finish coat, verify that surface of cured base coat is free of projections and strands to produce flat surface. Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240 -6 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) oc d. Finish Coat: Apply over cured base coat in minimum thickness required by system manufacturer to produce uniform finish texture and color matching approved submitted sample. 1) Apply finish coat in continuous operation, working to wet edge, having cold joints occur at reveals, sealant joints, and corners. 2) Apply finish coat free of scaffold lines. 3) Apply each finish coat texture free of texture variations. 2. Class PB Coating Application: ASTM C1397. Apply base coat to exposed surfaces of insulation in not less than minimum thickness required by system manufacturer. a. Fully embed reinforcing mesh in wet base coat. b. Treat internal edge of insulation board at sealant joints by encapsulating and backwrapping with base coat and reinforcing mesh as required by system manufacturer. Do not extend finish coat into joint. C. Treat terminating insulation board edges, including those at openings, by encapsulating and backwrapping with base coat, reinforcing mesh, and finish coat, as required by system manufacturer. d. Apply manufacturer's standard coating for treating inside edges of sealant joints prior to applying sealant. Do not apply finish coat over sealant joints. 3.4 FIELD QUALITY CONTROL A. General: Comply with Section 01400. B. Comparison with Approved Mock -Up: Remove and replace work not complying with criteria established at approved mock -up. C. Inspection Services: Comply with Code requirements for inspection of installed system and components. D. Manufacturer's Field Services: Comply with Section 01400. 1. Notify manufacturer in timely manner to arrange for manufacturer's technical representative's site visits to ensure proper installation, verify work is in accordance with manufacturer's requirements, and warranty requirements have been met. 2. Manufacturer's Qualified Technical Representative: Monitor activities and advise applicator of proper installation procedures and precautions. 3. Inspect during installation of insulation, application of base coat, and application of finish coat. 4. Inspect after completion of finish coat application. 5. Prepare report indicating: a. Non - complying conditions and locations. b. Repair methods for non- complying conditions. C. Successful and unsuccessful repair of non - complying conditions noted in previous inspection reports. 3.5 PROTECTION A. Protect finished work in accordance with Section 01500. 1. Cover top row of exposed insulation board until application of base coat. 2. If protection measures are unsuccessful, restore to condition indistinguishable in appearance from, and equivalent in performance to, undamaged areas by removing and replacing in compliance with system manufacturer's instructions. 3.6 SCHEDULE OF EIFS SOFFIT SYSTEMS (S SERIES SYSTEMS ON DRAWINGS) A. EIFS Soffit System: Comply with applicable codes and regulations. Hospital Expansion, Univ. of Virginia, Charlottesville RTKL Associates, Inc., Copyright 2002 10- 01053.00/11 -18 -02 REV 04 -02 -03 07240.7 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) M I . Structure Above: See Structural. 2. Hangers. 3. Suspended Ceiling Bracing Assembly: Compression Struts and Bracing Wire. 4. Metal Runner Channels. 5. Metal Furring Channels. 6. Sheathing: Glass Fiber Faced Gypsum Sheathing. 7. Board Insulation: Thickness as indicated. 8. Reinforcing Mesh, 9. EIFS Base Coat and Finish Coat. END OF SECTION Hospital Expansion, Univ. of Virginia, Charlottesville 10- 01053.00111 -18 -02 REV 04 -02 -03 07240 -8 RTKL Associates, Inc., Copyright 2002 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) FINESTONE® SPECIFICATION 10'17818 Section 07 241 PEBBLETEX SYSTEM Class PB EIFS providing a primary moisture barrier INTRODUCTION This specification has been assembled to enable the design professional to select or delete sections to suit the project requirements and is intended to be used in conjunction with Firestone typical details, bulletins, etc. Air seals at any joints /gaps between adjoining components (penetrations, etc.) are of primary importance to maintain continuity of the air barrier system and must be considered by the design professional in the overall wall assembly design. This specification refers to applications of the Pebbletex System to the following substrates: PermaBase brand cement board (or other ASTM C1325 Type A Exterior approved cement boards), FiberockAquaTough Sheathing, e XPN by National Gypsum, GlasRoeand GlasRoeType X by Certainteed, Dens -Glass Gold sheathing (ASTM C1177), gypsum sheathing (ASTM C79/C1396), Exposure 1 or exterior plywood sheathing (Grade C -D or better), Exposure 1 OSB. 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, structural capability, attachment details, shop drawings and the like. BASF Construction Chemicals, LLC - Wall Systems (hereinafter referred to as 'BASF Wall Systems ") has prepared guidelines in the form of specifications, typical application details, and product bulletins to facilitate the design process only. BASF Wall Systems is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings or the like, whether based upon the information provided by BASF Wall Systems or otherwise, or for any changes which the purchasers, specifiers, designers or their appointed representatives may make to BASF Wall Systems published comments. TECHNICAL INFORMATION Consult our Technical Services Department for specific recommendations concerning all other applications. Consult the Finestone website, wvvw.finestone,basf.com, for additional information about products and systems and for updated literature. PART 1 -GENERAL 1.01 SECTION INCLUDES A. Refer to all drawings and other sections of this specification to determine the type and extent of work therein affecting the work of this section, whether or not such work is specifically mentioned herein. B. Pebbletex System: Composite wall (and soffit) Exterior Insulation and Finish System consisting of Adhesive, rigid insulation, Base Coat, Reinforcing Mesh, and Finish Coat. C. Finestone products are listed in this specification to establish a standard of quality. Any substitutions to this specification shall be submitted to and receive approval from the Architect at least 10 days before bidding. Proof of equality shall be borne by the submitter. D. The system type shall be Firestone Pebbletex Class PB Wall System as manufactured by BASF Wall Systems, Jacksonville, Florida. BASF The Chemical Company O FINES ?ONE® Pebbletex System FRAMING - t I ACCEPTABLE SHEATHING I FINESTONE BASE COAT L FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT i • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -01 TYPICAL PEBBLETEX WALL SYSTEM APPLICATION (PLAN VIEW) FRAMING ACCEPTABL FINESTONE FINESTONE FINESTONE FINESTONE FINESTONE PS -OZ TYPICAL PEBBLETEX WALL SYSTEM APPLICATION (ISOMETRIC VIEW) 05/08 NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS ■ MIN. 19 mm (3/4 ") 1 FRAMING - I ACCEPTABLE SHEATHING FINESTONE BASE COAT AESTHETIC GROOVE I ! FINESTONE INSULATIO BOARD FINESTONE LAMINA: • FINESTONE BASE CO _ • FINESTONE REINFOR MESH f4 • FINESTONE FINISH C PS -03 TYPICAL AESTHETIC GROOVE (PLAN VIEVO NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY O THERS — FINESTONE INSULATION BOARD F— STAGGER INSULATION BOARD JOINTS AT CORNER OF OPENINGS I WRAP FINESTONE BASE COAT AND FLEXGUARD 4 REINFORCING MESH AT INSULATION BOARD EDGES — STANDAflD MESH EMBEDDED IN FINESTONE BASE COAT X2 9 3 • TYPICAL AT WINDOWS, DOORS, ETC. O_ \�, • MAINTAIN A MIN. 13 mm (112 ") PERIMETER \ �c� SEALANT JOINT • FLASHINGS ARE BY OTHERS AND SHALL BE AS PER DESIGN /CODE REQUIREMENTS PS -D4 TYPICAL INSULATION BOARDS/REINFORCING MESH APPLICATION AT OPENINGS 05/08 ID FINESTONE01 Pebbletex System FRAMING ACCEPTABLE SHEATHING - FINESTONE BASE COAT FINESTONE INSULATION BOARD - FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT WRAP BASE COAT AND FINESTONE REINFORCING MESH - BACKER ROD AND SEALANT WINDOW PS -05 TYPICAL WINDOW HEAD (FLUSH) FRAMING ACCEPTABLE SHEATHING - FINESTONE BASE COAT FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT WRAP BASE COAT AND - FINESTONE REINFORCING MESH BACKER ROD AND SEALANT WINDOW PS -06 TYPICAL WINDOW HEAD (RECESSED) 05/08 1 i NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS 0 FRAMING I - ACCEPTABLE SHEATHING FINESTONE BASE COAT FINESTONE INSULATION BOARD _ FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT - WRAP BASE COAT & FINESTONE REINFORCING MESH L BACKER ROD AND SEALANT WINDOW PS -07 TYPICAL WINDOW JAMB DETAIL (FLUSH) (PLAN VIEW) NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY O THERS FRAMING ACCEPTABLE SHEATHING i FINESTONE BASE COAT FINESTONE INSULATION BOARD E FINESTONE LAMINA: % I • FINESTONE BASE COAT • FINESTONE REINFORCING MESH i • FINESTONE FINISH COAT I F WRAP BASE COAT & � FINESTONE REINFORCING MESH . FINESTONE ASAP BACKER ROD AND WINDOW - PS -Oa; TYPICAL WINDOW JAMB DETAIL (RECESSED) (PLAN VIEW) 05/08 j IF FINESTONE® I Pebbletex System WINDOW BACKER ROD AND SEALANT FRAMING WRAP BASE COAT AND FINESTONE REINFORCING MESH ACCEPTABLE SHEATHING - FINESTONE BASE COAT FINESTONE INSULATION BOARD - FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -09 TYPICAL WINDOW SILL DETAIL (FLUSH) WINDOW NOTE: • EXTEND FLASHING MIN. OF 56 mm IT') OVER EIFS • FLASHINGS ARE BY OTHERS AND SHALL BE AS PER DESIGN/ CODE REQUIREMENTS PAN FLASHING - -� WRAP BASE COAT AND FINESTONE REINFORCING MESH - SEALANT - - -�� FRAMING ' ACCEPTABLE SHEATHING - FINESTONE BASE COAT FINESTONE INSULATION BOARD - FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -10 TYPICAL WINDOWSILL DETAIL (RECESSED) 05 /08 NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS /7 ROOF SYSTEM ROOF EDGE FLASHING MIN. 50 mm (2 ") NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS SEALANT WRAP BASE COAT AND FINESTONE REINFORCING MESH FRAMING ACCEPTABLE SHEATHING - FINESTONE BASE COAT FINESTONE INSULATION BOARD - FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -11 TYPICAL ROOF EDGE FLASHING DETAIL METAL COPING ROOF SYSTEM MIN. 50 mm (21 SEALANT I WRAP BASE COAT AND ) ", FINESTONE REINFORCING MESH I FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT i • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT r- PS-12 TYPICAL METAL COPING DETAIL 05108 23 D I D FINESTONE® I Pebbletex System NOTE: FLASHINGS ARE BY OTHERS AND 'I J' `"^ 12 SHALL BE AS PER DESIGN/CODE I - B MIN. 25 mm (1 ") REQUIREMENTS. EPS CAP WRAP BASE COAT AND FINESTONE REINFORCING MESH ACCEPTABLE SHEATHING I FLASHING I W/ SEALANT I FINESTONE BASE COAT- 33 FINESTONE INSULATION BOARD FINESTONE LAMINA: -) MIN. 203 mm • FINESTONE BASE COAT ' (8 ") • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT ROOF SYSTEM PS -13 TYPICAL EPS PARAPET CAP DETAIL TYPICAL WOOD FRAMING ACCEPTABLE SHEATHING BACKER ROD AND SEALA MIN. 19 mm (3/4 ") WRAP BASE COAT AND - FINESTONE REINFORCING MESH FINESTONE BASE COAT - FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING ME • FINESTONE FINISH COAT PS -14 TYPICAL EXPANSION JOINT DETAIL AT FLOORLINE WOOD FRAME CONSTRUCTION 05/08 NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS e � NOTE: FRAMING,ACCEPTARLE SHEATHING AND SEALANT BY OTHERS FRAMING MASONRY ACCEPTABLE SHEATHING — WRAP BASE COAT AND FINESTONE REINFORCING MESH BACKER R00 AND SEALANT - NOTE:JOINT WIDTH PER DESIGN WRAP BASE COAT AND FINESTONE REINFORCING MESH FINESTONE BASE COAT FINESTONE INSULATION BOARD – FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -15 TYPICAL EXPANSION JOINT AT CHANGE IN SUBSTRATE FRAMING ACCEPTABLE SHEATHING BLOCKING SOFFIT TRIM �\ FRIEZE BOARD 1 - PS -16 TYPICAL TERMINATION AT SOFFIT /GABLE END 05/08 C 2P a/ MIN. 50 mm WRAP BASE CO REINFORCING MESH FINESTONE INSULATION BOARD FINESTONE LAMINA: FINESTONE BASE COAT • FINESTONE BASE COAT • FINESTONE REINFORCING MESH - • FINESTONE FINISH COAT PS -16 TYPICAL TERMINATION AT SOFFIT /GABLE END 05/08 C 2P a/ FINESTONE Pebbletex System FRAMING ACCEPTABLE SHEATHING H WIDTH PER DESIGN BACKER ROD AND SEALANT WRAP BASE COAT AND FINESTONE REINFORCING MESH FINESTONE BASE COAT `. FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -17 TYPICAL EXPANSION JOINT DETAIL (PLAN VIEM FRAMING ACCEPTABLE SHEATHING WRAP BASE COAT AND FINESTONE REINFORCING MESH - I FINESTONE INSULATION BOARD h MIN. 13 mm (1/2 " + ) } ` SEALANT AT PERIMETER �. OF PENETRATION BACKER ROD AND SEALANT FINESTONE BASE COAT FINESTONE LAMINA: - • FINESTONE BASE COAT 0 • ANESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -18 TYPICAL PIPE PENETRATION 05/08 NOT FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS a FRAMING - ACCEPTABL FINESTONE FINESTONE BOARD STRONG 15 EMBEDDED FINESTONE PS -19 TYPICAL CORNER MESH APPLICATION WITH STRONG 15 OR NOTE: FRAMING, ACCEPTABLE SHEATHING HI- IMPACT 20 (PLAN VIEW) AND SEALANT BY OTHERS FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT - FINESTONE INSULATION - BOARD STANDARD MESH, INTERMEDIATE 6 OR 12 EMBEDDEDIN FINESTONE BASE COAT STANDARD'. INTERMEDII EMBEDDED BASE COAT NOTE: FINESTONE • BUTT EDGE OF STRONG . FINESTON 15 OR HI- IMPACT 20 TO • FINESTON CORNER MESH MESH • A CONTINUOUS OVERLAY . FINESTON OF STANDARD MESH OR ie l =�` !:— fifes INTERMEDIATE 6 IS CORNER ME REQUIRED OVER STRONG IN BASE CO. 15, HI- IMPACT 20 OR CORNER MESH PS -19 TYPICAL CORNER MESH APPLICATION WITH STRONG 15 OR NOTE: FRAMING, ACCEPTABLE SHEATHING HI- IMPACT 20 (PLAN VIEW) AND SEALANT BY OTHERS FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT - FINESTONE INSULATION - BOARD STANDARD MESH, INTERMEDIATE 6 OR 12 EMBEDDEDIN FINESTONE BASE COAT FINESTONE LAMINA: —. • FINESTONE BASE COAT • FINESTONE REINFORCING MESH i f 1 1 CORNER MESH EMBEDDED NOTE: IN BASE COAT A CONTINUOUS OVERLAY OF STANDARD MESH, INTERMEDIATE 6 OR 1215 ie l =�` !:— fifes REQUIRED OVER CORNER MESH PS -19 TYPICAL CORNER MESH APPLICATION WITH STRONG 15 OR NOTE: FRAMING, ACCEPTABLE SHEATHING HI- IMPACT 20 (PLAN VIEW) AND SEALANT BY OTHERS FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT - FINESTONE INSULATION - BOARD STANDARD MESH, INTERMEDIATE 6 OR 12 EMBEDDEDIN FINESTONE BASE COAT PS -20 TYPICAL CORNER MESH APPLICATION WITH STANDARD MESH INTERMEDIATE 6 OR 12 (PLAN VIEW) 05/08 2 FINESTONE LAMINA: —. • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT CORNER MESH EMBEDDED NOTE: IN BASE COAT A CONTINUOUS OVERLAY OF STANDARD MESH, INTERMEDIATE 6 OR 1215 REQUIRED OVER CORNER MESH PS -20 TYPICAL CORNER MESH APPLICATION WITH STANDARD MESH INTERMEDIATE 6 OR 12 (PLAN VIEW) 05/08 2 ID FINESTONE01 Pebbletex System FINESTONE INSULATION BOARD FRAMING ACCEPTABLE SHEATHING — WRAP BASE COAT AND FINESTONE REINFORCING MESH SET FLANGE IN SEALANT — SMALL LIGHT FIXTURE --1 FINESTONE BASE COAT FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -21 TYPICAL LIGHT FIXTURE FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT FINESTONE INSULATION BOARD — FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT WRAP BASE COAT AND FINESTONE REINFORCING MESH SEALANT AND BOND BREAKER -- NOTE: • GRADE SHALL BE PITCHED FOR POSITIVE DRAINAGE • TERMINATE SYSTEM 203 mm (8 MIN. ABOVE GRADE PS -22 TYPICAL TERMINATION AT FOUNDATION 05/08 a � d MIN. 50 mm (21 MAX. 305 mm (12 ") a d � ' 4 R WIRE OPENING NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS u NOTE: FRAMING, ACCEPTABLE SHEATHING AND SEALANT BY OTHERS • KICK -OUT FLASHING MUST BE ANGLED 100° MIN. TO ALLOW FOR PROPER DRAINAGE. • KICK -OUT FLASHING SEAMS MUST BE SOLDERED OR SEALED WITH APPROPRIATE SEALANT. • TERMINATE PEBBLETEX SYSTEM MIN. 50 mm (2 ") ABOVE ROOF. FRAMING ACCEPTABLE SHEATHING FINESTONE BASE COAT FINESTONE INSULATION BOARD FINESTONE LAMINA: • FINESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT WRAP BASE COAT AND FINESTONE REINFORCING MESH L BACKER ROD AND SEALANT MIN. 25 mm 01 FOUNDATION n c n� PS -23 TYPICAL TERMINATION AT FOUNDATION (FLUSH) ACCEPTABLE SHEATHING — STEP FLASHING PEBBLETEX SYSTEM — BACKER ROD AND SEALANT MIN. 100 mm (41 MIN. 50 mm (21 FINESTONE LAMINA: • RNESTONE BASE COAT • FINESTONE REINFORCING MESH • FINESTONE FINISH COAT PS -24 TYPICAL KICK -BUT FLASHING DETAIL BUILDING PAPER ROOF SHINGLES DRIP EDGE KICK -OUT FLASHING 05/0 7® NOTES 0 GENERAL NOTES BASF Wall Systems is an operating unit of BASF Construction Chemicals, LLC.(here- inafter referred to as "BASF Wall Systems ") These details are presented in good faith by BASF- Wall Systems and represent typical and/or general conditions. They are offered as a guide for consideration to assist the designer, specifier, installer and/or owner. The responsibility remains with the user for the design of any system. For conditions not shown, consult BASF Wall Systems for specific recommenclakins. Consult current RNESTONE technical bulletins for such information as acceptable sealants, insulation attachment methods, installation of air /weather barriers, residential policy, code and test reports, geo- climatic considerations, etc. Installation requirements for sealant Orion size configuration, primers, bond breakers) shall be in accordance with sealant manufacturer's specifications and instructions. TECHNICAL SUPPORT Consult the BASF Wall Systems Technical Services Department for specific recommendations concerning all other applications. Consult the FlNESTONE wets;te, wsnw.finestone.basf.com, for additional information about products and systems and for updated literature. RESIDENTIAL POLICY On one- and two- family residential framed construction, BASF Wall Systems requires that the wall system selected be one that includes provisions for moisture drainage.The choices include Potatoes D line of drainage EIFS, LIMESTONE Stucco Systems and Rnescreen Cemem Board Stucco Systems. There are no exceptions to this policy. Under no circumstances will FINESTONE warrant the use of any other system on this We M construction without expressed written authorization from FINESTONE. (Residential construction using EIFS on masonry (CMW or poured concrete does not require the additional water management provisions described above.] Consult BASF Wall Systems' Technical Service Department for specific recommendations concerning all other applications. DISCLAIMER This information and all further technical advice are based on BASF Wall Systems' present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF Wall Systems disclaims any and all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF WALL SYSTEMS SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES QNCLUDING LOSS OF PROFITS) OF ANY KIND. BASF Wall Systems re,senres the light to make any changes according to technological 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. R 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 recommendation, nor an endorsement of any product and does not imply that similar products could not he used, �� BASF Wall Systems 3550 St Johns Bluff Road South Jacksonville, FL 32224 -2614 Phone 800 •221 • 9255 Fax 904 • 996. 6300 _ 1 w finestone.dasf.conn 0200e K9 r..I,Lc w (Aisaxsts, LLC _ PMled b U.S.A. 07108 7 i Reissued February 1, 2010 This report is subject to re- examination in two years. www.iCg 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 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 (I RC) 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 board must conform to ASTM C 1396. 3.2 Gypsum Wallboard: The wallboard must 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 0.781" 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, Idd, of 33. 1(C- EsLmlomimr Reports rsre too to be consmnedureloesentleg oenhelk, tO ally the, Olt, ihmccootspecfeolll'rrddremd, not nee deer to be construed es ' nr an endoreenenl orlhe sobjeo or the report or n recon oandnrion for in use. Thane a to �rnrrmr /1' kv ICC 5valemlan Se, rice, Inc., eyresv ar inrplled a., n 6'g to co) finding o, ocher nmrler in Ihev i epan, or as to oip pioduel covered h) fire rgrorl. .nrz�t •��.. - ^ -- Copyright © 2010 Page 1 of 6 of IMES Evaluation Depart ®1333 E SR -1338 ( Most Widely Accepted and Trusted Page 2 of 6 b. When gypsum board is used in fire- resistive floor /ceiling, roof /ceiling, or wall assemblies, the board thickness, type of gypsum board, and construction of the assembly must comply with Chapter 7 of the IBC; Section R317 of the IRC; the 19th edition of the Gypsum Association Fire Resistance Design Manual; or current ICC -ES evaluation reports. c. 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. The gypsum base for veneer plasters must be covered with minimum ' / inch -thick (1.6 mm) gypsum veneer plaster. d. Control joints such as those shown in Figure 1 are permitted to be used in one -hour or two -hour fire- resistance -rated construction described in this report or described in Table 720.1(2) of the IBC. The joints are permitted to be used on bearing or nonbearing walls of wood or steel construction. 4.2.2 Fire- resistance -rated Assemblies: Generic fire - resistance -rated systems (those not designated as proprietary in the listing), as listed in the Gypsum Association Fire Resistance Design Manual, 19th edition, are recognized for use. 4.2.2.1 Two -hour Gypsum Board Solid Partition for Shaft Enclosure: The assembly is similar to Item 9 -1.1 of Table 720.1(2) of the IBC, except that the gypsum shaftliner is first installed onto 2 -by -2 -inch (51 by 51 mm) steel floor and ceiling runners using Type S screws spaced 12 inches (305 mm) on center. The runners must be anchored at 24 inches (610 mm) on center, using approved fasteners. Two layers of (12.7 mm), Type X gypsum board installed with long edges parallel to wrapped coreboard edges are laminated to one side of the coreboard. All vertical joints must be offset at least 3 inches (76 mm). The assembly may also be constructed with four layers of ' 12- inch -thick (12.7 mm), Type X gypsum board, laminated together, with the joints of each layer offset at least 3 inches (76 mm) from the adjoining layers. The laminating compound must comply with ASTM C 475 or be an approved powder setting —type compound. The first layer is attached to the 2 -by -2 -inch (51 b� 51 mm) steel floor and ceiling angle runners using one /8- inch -long (22 mm), Type S screw at each corner. The second layer is then fully laminated to the first layer and screw - attached to the runners using 1 inch -long (49.2 mm), Type S screws spaced 12 inches (305 mm) on center. The third layer is laminated in the same manner as the second layer, and is further attached using 1'/2- inch -long (38 mm), Type G screws spaced 24 inches (610 mm) on center along the edges and along the center, and held back 2'/2 inches (63.5 mm) from the top and bottom edges. The fourth layer is fully laminated, with all of the vertical joints being offset. 4.2.2.2 One -hour Gypsum Board Partition with Wood Framing: The framing consists of nominal 2 -by -4 wood studs spaced 16 inches (406 mm) on center, with blocking of the same size at midheight. Each side of the wall is covered with a single layer of 5 /8- inch -thick (15.9 mm), Type X gypsum board applied either perpendicular to or parallel to the framing. The gypsum board is attached to the framing using No. 6 by 1' /4- inch -tong (31.7 mm), buglehead, Type W screws spaced 8 inches (203 mm) on center along end joints and 12 inches (305 mm) on center in the field. Screws are placed no closer than '1 inch (12.7 mm) to end or edge joints. Vertical joints are staggered 16 inches (406 mm) on center, and horizontal joints are staggered 12 inches (305 mm) on center on each side. The joints are taped with joint tape and covered with two coats of joint compound. Screw heads are covered with joint compound. 4.2.2.3 One -hour Gypsum Board Staggered -stud Bearing Partition: The framing consists of two rows of nominal 2 -by -3 wood studs spaced at 16 inches (406 mm) on center or nominal 2 -by -4 wood studs spaced at 24 inches (610 mm) on center, with blocking of the same size at midheight. Studs in opposite rows are staggered 8 inches (203 mm) or 12 inches (305 mm) on center, and the rows are spaced a minimum of 1 inch (25.4 mm) apart. The plates for each row may be of the same size and material, or common plates may be used for the two rows. The exterior face of each row is then covered with 5 /8 -inch- thick (15.9 mm), Type X gypsum board applied horizontally or vertically using 6d cement- coated cooler nails at 7 inches (178 mm) on center, with end joints on nailing members. Fire - blocks, when required, may be of mineral wool Batts, 2 inches (51 mm) thick in the intervening spaces between the two rows of studs, or ' /2- inch -thick (12.7 mm) gypsum board. Where nominally 2 -by -3 studs are used, they must be stress - graded lumber as set forth in Tables 4A through 4D of the NDS. 4.2.2.4 One -hour Gypsum Board Floor- ceiling or Roof - ceiling Assembly with Wood Framing: The ceiling construction is identical to assembly FC5406 in the Gypsum Association Fire Resistance Design Manual. Alternate framing consists of lower chords of trussed rafters, or pitched or flat trusses spaced a maximum of 24 inches (610 mm) on center. Alternate fasteners, having the same spacing as the screws, are 1' 1e-inch -long (47.6 mm), 6d, cooler, box or wallboard nails for the base ply, and 2 inch-long (60 mm), 8d, cooler, box or wallboard nails for the face ply. Type G screws, 1' /2 inches (38 mm) long, are still required at the end joints of the gypsum board face layer. 4.2.2.5 One -hour Gypsum Board Roof - ceiling Assembly with Steel Framing: The assembly consists of steel roof framing with roof purlins spaced and designed to support a noncombustible ceiling grid to which is attached double 5 /e- inch -thick (15.9 mm), Type X gypsum board. Cold- rolled steel main runner channels at 4 feet (1219 mm) on center, with size and hanger support complying with Section 2506.2.1 of the IBC, are hung from the steel framing. Number 25 gage, ' /8- inch -deep (22 mm), rigid cross - furring channels are spaced 24 inches (610 mm) on center. Furring channels are wire -tied to the runner channels using loops of No. 16 gage wire. The base layer of 5 /8- inch -thick (15.9 mm), Type X gypsum board is applied at right angles to the furring channels using 1 -inch- long (25.4 mm), Type S screws spaced at 24 inches (610 mm) on center. The face layer of 5 /8- inch -thick (15.9 mm), Type X gypsum board is applied at right angles to the furring channels, using 1 -inch -long (41.3 mm), Type S screws spaced at 12 inches (305 mm) on center at joints, driven through the base layer and into the intermediate furring channels. Face layer joints are offset 24 inches (610 mm) from the base layer joints. One- and - one -half- inch -long (38 mm), Type G screws, placed 2 inches (51 mm) from either side of the face layer end joints, are also installed at 12 inches (305 mm) on center. The addition of insulation to the assembly is permitted, provided a minimum plenum space of 10 inches (254 mm) is maintained between the underside of the insulation and the gypsum panel. 4.2.2.6 Two -hour Gypsum Board Bearing Wall with Minimum STC (Sound Transmission Class) 50 Sound Rating: The construction consists of nominally 2 -by -4 wood studs spaced 16 inches (406 mm) on center, faced ys ,� ESR -1338 I Most Widely Accepted and Trusted Page 3 of 6 on each side with two layers of 5 /8- 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 04-inch (31.7 mm) wallboard nails or 1- inch -long (25.4 mm), Type W or Type S screws. The 5 /a- 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 /8- 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 1 /s -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 1'12 -inch (38 mm), cold - rolled steel, main runner channels, spaced 48 inches (1219 mm) on center, that are suspended with No. 8, SING 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 /m wool carpet with a 40 -ounce (1356 g /m 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. 2 inch -thick (67 mm), semi -solid partitions, constructed of (12.7 mm) gypsum board face sheets laminated to each side of 1 /8-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 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 1 /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. 4.6 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 I. 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 1 /2- inch -thick (12.7 mm) board, and must be 24 inches (610 mm) on center when supporting 5 /,-inch-thick (15.9 mm) dF E SR -1338 ) Most Widely Accepted and Trusted Page 6 of 6 TABLE 1— ALLOWABLE SHEAR FOR GYPSUM BOARD APPLIED TO CEILING FRAMING IN HORIZONTAL DIAPHRAGMS' (lb /ft) BOARD THICKNESS MINIMUM FASTENER SIZE'' FRAME SPACING (in.)' (in.) MAXIMUM 16 o.c. 24 o.c. SPACING (in.) 5d cooler or wallboard 90 70 or Sn 1 Inch = 25.4 mm, 1 pit = 14.6 N /m. 'The values are not cumulative with other horizontal diaphragm values. Values must be reduced by 50 percent in IBC Seismic categories D, E and F. Nail spacing is a maximum of 7 inches on center at all supports. 'Solid blocking is required at all gypsum board joints. ° 1'/, -inch, No. 6, Type S or W screws are permitted to be substituted for the listed nails. TABLE 2— ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES (pounds per foot) FOR VERTICAL DIAPHRAGMS OF GYPSUM BOARD WOOD - FRAMED WALLS " BOARD MINIMUM FASTENER SIZE MAXIMUM STUD MAXIMUM ALLOWABLE THICKNES SPACING (in.) FASTENER SPACING SHEAR VALUE (in.) (in.) (Plf) Edges Field '/2 ECONSTRUCTION 5d cooler or wallboard nails 24 7 7 75 4 4 110 % 6d cooler or wallboard nails 24 4 4 145 '/2 No. 6 - 1'1, -inch screws 16 8 12 60 No. 6 - 1' /° -inch screws 16 4 16 160 No. 6 - 1'/, -inch screws 16 4 12 155 M518 J BIacked' No. 6 - 1'14 -inch screws 24 8 12 70 No. 6 - 1'/, -inch screws 16 6 12 90 No. 6 - 1' /, -inch screws 16 8 12 70 Nc.6-1' /,- inchscrews 16 8 12 g0 OF �,. I uicn — 25.4 urn, i pif = -'14.6 N /m. 'Shear walls are not permitted to resist loads imposed by masonry or concrete construction. See IBC Section 2306.4. Values are for short-term loading from wind or seismic forces. Values must be reduced by 25 percent for normal loading. When used in conjunction with the IBC, the values must be reduced by 50 percent in Seismic Design Category D. Values must not be used in IBC Seismic Design Categories E and F. 2 The shear values are permitted to be additive when identical materials applied as specified in the table are applied to both sides of the wall. 'Screws must be Type W or Type S drywall screws. ° All board edges must be blocked. f( ESR-1338 I Most Widely Accepted and Trusted Page 6 of 6 "VV* aj,-, i2 _ po V mx 11ap T rl# _ + 10 SiUdS cr,�*n! joni , �'wvvo� w k t"Owxj m. X u�,A� �j ' e , m�ips 2Hour For SI: I inch = 25.4 mm. vloy M'd Moo " rvi�7 K.11"WIS I I 1 1- '� S�ae� _:qkid « mmmi ze o mo� 90 sl��! Swil 5f5 (yppx y � 14*1,0rod 10 FIGURE I—CONTROL ar m ,pp VJ or 2 rl# _ + 10 SiUdS cr,�*n! joni , �'wvvo� w k t"Owxj m. X u�,A� �j ' e , m�ips 2Hour For SI: I inch = 25.4 mm. vloy M'd Moo " rvi�7 K.11"WIS I I 1 1- '� S�ae� _:qkid « mmmi ze o mo� 90 sl��! Swil 5f5 (yppx y � 14*1,0rod 10 FIGURE I—CONTROL ar m �44 1 V y� s a a H Y a ss rtrt L' y� s a a _ H Y a fiF 0 Q n _ H Y a fiF 0 E� V � t a Z_ _ H a 0 E� W a Z_ ms`s ry M 1 a o� A 4,, t} U X 14 � yy Klj r 1 TTZ08 O(Iv HOgOa `S,LHOIaH gvuaaaa HIlN3 AV H , i 06 ISaAA S68Z a�z `I�IOI Lanz LSl�iOa (Ilwv HAd ju C 5 � c Colo os Q S y ! O O = ` V rL € 32 4 m Q IL o g m E 1 /J & P r o J a�a A- o m x,a ' 7 I i— Ll, � SY �4 U � a �Z� U �w N zv w w m J r z � 3 Z w c 832 P m 4 � WS, rn �, a•1 m L L r C m i p UJ a o� A 4,, t} U X 14 � yy Klj r 1 TTZ08 O(Iv HOgOa `S,LHOIaH gvuaaaa HIlN3 AV H , i 06 ISaAA S68Z a�z `I�IOI Lanz LSl�iOa (Ilwv HAd ju C 5 � c Colo os Q S y ! O O = ` V rL € 32 4 m Q IL o g m E 1 /J & P r o J a�a A- o m x,a ' 7 I i— Ll, � SY �4 U � a �Z� U Too nva � --Ag j �w zv w oQ m Too nva � --Ag j i H 'H A C m r z N w c 832 P m WS, rn m L L r C m p UJ i H 'H A IF a � o X11 ° , II V �QI � d V e 7 ( r { 2 sn' ( . ®\) * 9l u te ) 2 97f /=2=23k $ . $ k� § - a �: oA 7 ¥ « �? �. %/ $ $ \ < k co DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12329 6/14/2001 Property Owner : Property Address : 7630 W 44TH AVE Contractor License No. : Company : Phone: 424-5099 Phone: 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 the Wheat Ridge Building Cotle (U.B.C.) and all other applicable Wheat Rioe ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE G - iL/ "b f Description : ADDITION Construction Value : $8,690.00 Permit Fee : $167.25 Plan Review Fee : $0.00 Use Tax : $217.25 Total: $384.50 Use: no BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approval : TRC 15 MAR 01 Zoning : C-1 3/13101 Approval: BG ~€!?~~~~:~'~`~~►t~3!~~q Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No :1 ~t-A 1 Mechanical License No : Company : Company : ~ ~(,j zµ Company : cC k 1,, u , L ~ Expiration Date : r Expiration Date : ~ Expiration Date : Approval : Approval : (Cl It Approval : <<'K (i) This permit was issued in accortlance with ihe provisions sel fotlh in yopur applicalion and is subjed to the laws of the State of Coloredo and to the Zoning . RegWations and Building Code oF Wheat Ridge, Coloratlo or any other applicable ortlinances of lhe City (2) This permit shall expire i( (A) the work authorized is nol commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may De acquired for a fee oF one-half ihe amount normally required, provitletl no changes have been or will be matle in the original plans an0 specifcations antl any suspension or abandonment has not exceedetl one (1) year. If changes are made or iF suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new permil. (4) No work of any manner shall be done thal will change the natural flow of water causing a drainage prohlem. (5) Contractor shall notiry the Building Inspector hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases oFthejob. (6) The issuance of a permit or the approval of drawings antl specifications shall not be conslrued to be a pertnit for, nor an approval of, any violation of the pmvisions of the build, des or any ther ordinance, law, rule or regulation. Chtie uiding Ins tor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8UILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APP L1 cA-roo N Property Owner VLi t' /!l , ~ PfOpefrfAddf855 "~Cr.f/J1..,•;.`- Iv.,~:<_ac_ (IL(t ~ia-WUr1z-/~")~PhOn2: Contractor License No. : Company:-~:,~tu ~S'SKS Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT t hereby certify that the setback distances proposetl 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 acwrate; that I have read and agree to abide by all conditions pnnted on this application, and that i assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Ad~ii~ntr BUIIDING DEPARFtv1ENT USE ON Approval:-FG, tSNxa% Zoning I Approval: 431 3/( Approval : Occupancy : Walls : Construction Value : Permit Fee : Use Tax : Total: use : X J ~ 51a~ ~5 Electrical License No : r. Plumbing License No :V,,(~~ yN, Mechanical License No : ComPan YA Company Company : ~J Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accortlance with the provisions set krth in yopur application and is subject to the laws ot the State of Coloratlo and to Ne Zoning Re9ulations antl Builtling CoEe of VMeat Ridge, Coloratlo or any other applicable ortlinances of the Ciy. (2) This pertnit shyll expire it (A) the work authonzeC is not commenceE within sixty (60) Cays fmm issue tlate or (B) the builtling authorize0 is suspentled or abantloned for a penod of 120 tlays. (3) I( Nis pertnit expires, a new pertnit may be acquiretl for a fee o( one-hal! the amount normally requireQ provided no changes have been or will be maCe in the original plans anE specifcatlans and any suspension or abanEOnment has not ezceeded one (1) year. Ii changes are made or it suspension or abanCOnment ezceeds one (1) year, fuil fees shall be paitl !or a new permit (a) No work of any manner ghall be done that will chan9e the naNrel flow of waler causing a E2inage pmblem. (5) Contractor shall notify the BuilCing Inspector M1venry-four (24) hours in advance for all inspecUons and shall receive wntten appmval on inspection car0 bePore proceediing wiN successive phases of the jo6. (6) The issuance of a permit or Ne approval of drawings and specifications shall not 6e construetl to be a permit tor, nor an approval of, any violation of the provisions of the builtling cotles or any t~ordir~n~ ce, law, rule ol regulalion. / Chi f Building I spector SEG i ivn. ,u.utlU ~ "w FM0622 pp ~ $ aT JJ QUGUTY P UMPS SNCE ~ Aaw ~ ~ Sapersedes Productinformation presente7 here i i,~ 0893 reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. . MAIL TO P.O. BOX 76347 • Louisville. KY 40256-0347 SHIP 70: 3280 Oid Millers Lane • Louisville. KY 40216 (502) 778-2737 • 1(800) 928-PUMP • FAX (502) 7743624 PUMff SERiES ~ J 104-105-110-115-120-131 R-8:moves water from areas where qravity flow is not availabie Applications include. laundry hay pump, wet bar sink, lavatory, air conditioning condensate or dehumidifier water removal. Also residential dishwashers and garbage disposal applications. NOTE: 2" IPS vent shown.Other I~~l vent sizes may It be allowed. Check Laal i~ codes. Automauc Launan -ray Pumo E I wet ear wnn i Lavatory Sink NO INLET FILTERS OR SCREENS TO CLEAN Pmtluct may not be ezacUy as pictureo. a ReponNO 9346 1 ~ DRAIN PUMP SERIES INCLUCE'.: • Automatic cast iron or brass series pumps with tank cord seal. • Polyethylene basin and lid. IAPMO Approved. • Internal discharge pipe to lid. o Check Valve (30-0181) m DRAIN PUMP MODEL PUMP SHIPPING SERIES WITH BASIN WT• 104' WM48 22 Ibs. 105 M53 30 Ibs. 110 M55 33 Ibs. 115 M57 35 Ibs- 120 M59 38 lbs 131„ M98 47 Ibs • - Dehumiainer or Hir f-onoll 'MOdel 104 not IAPMO approved anC check valve not includeE. ^MOtlels 104 antl 131 not So_ ~.aoroved -7?HESE FE: -qlnre PUMP FEA'fURES (Models 53-35•57-~9-Q81 • Passes laundry lint. • Automatic, float operated mechanical switch. • 115 V/1 Ph., all Drain Pump Series. • 9 ft. UL Listed 3-wire cord and plug. (15 ft. cord std. on model 98) • Stainless steel screws and switch arm. Passes'/z" sphericai solids. • ty2" NPT discharge. • 1550 RPM 60 cycles. 1725 RPM on model 98. • Non-cloggin9 vortex impeller. • Glassfilledpolypropylenebasewithbuiltin strainer on M53 and M55. Model 59, all brass construction; model 57 & 98 all cast iron construction. • Temperature rated 130° F. • 10 Ft. stack test. • UL Listed Pump. (Model 48) lint. • Passes laundry • 115 Vl1 Ph., all Drain3'ump Series. • 9 ft. UL Listed 3-wire cord and plu9. • Stainle?s steel screws. • PassZs 318" spherical solids. . l+/z',.NpT discha%P.lpe • 3000 RPM. • Non-clogging vortex impeller. • Glass filled polypropylene base with built in strainer. • Temperature rated 110' F. wi ~ w w w s BASIN . Palyethylene construction. • Corrosion resistant. , High capacity. + Gasketed polyethylene Ild. . 2" NPT vent. , 11/2' NPT discharge. . Z" NPT inlet - no sCreen. . Threaded connectionsfor easy installation. • Height: 15'h inches. . Width: 153/a inches. . Weight: 51bs. Gas tight cover. . 7emperature rated 130°. . Fits under single or double laundry tray sinks. • IAPMO Approved.' • 10 Stack Test Basin ' Model 104 not IAPMO approved and check valve not included. Models 104 and 131 not SBCCI approved. ynev( VALjC` (30-0181) . Rated at 25 PSI pressure (57 feet of head) at 130° F. . "Fuil Flow" design i;z or 1 Ya" slip x slip unian . ABS construction For additional specifications see FM0935 ~1wo S" ~ a,. ,5 ~i• o~. - ~ I:PT I - i 12 1/a G'P - INSTALLATION - NO NE=D TO DIG A SUMP. EASY EOF CRl1TI0N: TO REOUCE THE RISK OF ELECTRICAI SHOCR A PROPER~Y GRDUNOEO nE_~PTA OCI) IDN ACCOflOANCE W TH NATIONAL E~LECTRICAL COOEAANO LOCpL COOES.C DO NOT~FEtAO E (GF GROUNO PIN FflOM PLUG. RESERVE POWER DESIGN For unusual conditions a reserve safety factor is engin eered into the design of every Zoeller pump. TpTpL OYNAMIC HEAO nioftrmv f.11RVE FEETIMETEPS na+... 50 SERIESIMODEL 981MODEL 48 I25 I I MODEL 98 ~I i 6 20 ~ u ~ E i ~ 15 0 4 50 SEP~ES ~ I - i.io Z ~ MODEL 48 I UNITIMIN. :ET Mtitn~ 43 163 72 273 5 10 1.52 3.05 34 729 61 231 qs 170 15 4S7 ~9 ~Z ~ 25 95 20 610 ~ 48 PUMP DRAIN SERIES MODEL PUMP FEET METERS GAI. ~TRS. MODEL y 1 22 29 110 qg 104 g 2.44 25 95 53 105 12 3B6 ~6 55 110 16 488 13 49 57 115 i 20 6.10 3 11 gg 120 ~ai - _ I - . . 0 ti0 I 70___d0 ° . _0 30 .01 _ 5 -ALWN~ ~I 240 LITERS BO 160 n•N c~~ •dIHU`c QVGUTY PUMPS SNCE I~Jc/ Product in(ormation presented here reflects conditions at time of publication. ConsWt factory re9arding discrepancies orinconsistencies. - SEI: nvn. u.uuu ~,r A+n Fr.10622 Supersedes P~l~~P !L ~asa MAIL T0: P.O. 80X 16347 • Louisville. !(Y 40256-0347 SNIP T0: 3280 Old Millers Lane • Louisville. KY 40216 l502) 778-2731 • 1(800) 928-PUMP • FAX (502) 774-3624 A. ~ NJ PUMP SERIES 104-105-11 Q-115-120-131 Removes water from areas where gravity flow is not a~9ailabre Applications include, laundry tray pump, wet bar sink. lavatory, air conditioning condensate or dehumidifierwater removaL Also residential dishwashers and garbage disposal applications. NOTE: 2" IPS vent shown. Other vent sizes may - r - be allowed. i ~ Check Local codes, Aulomatic _aunCr; -ray 7ump wet ear Wan sinK lavatory Sink - ;c1 - ti . - . Dehumimfer or Fu Cananioner NO INLET FILTERS OR SCREENS TO CLEAN Pmduct may not be ezactly as picwred. 6 0.. NeporlNa 93d8 JJrIIIl1 ~ AYAIfT_F : DRAIN PUMP SERIES INCL'UDES: • Automatic cast iron or brass series pumps with tank cord seal. • Polyethylene basin and lid. IAPMO Approved. • Internal discharge pipe to lid. c Check Valve (30-0181). DRAIN PUMP MODEL PUMP SHIPPING SERIES WITH BASIN WT• 104' WM48 22 Ibs 30 Ibs 105 M53 M55 . 33 Ibs. 110 115 M57 35 Ibs. 120 M59 38 Ibs. 47 Ibs 131 M98 . 'Moael 104 not IAPMO approved and check valve not included. ..Mcaels 104 ano 131 not S5_ ~oomve PUMP FEATURES (Moaeis a3-~~-~~-%~•0-81 Passes laundry lint. • Automatic, float operated mechanical switch. Series. • 115 Vl1 Ph., all Drain Pump • 9 ft. UL Listed 3-wire cord and plug. (15 ft. cord std. on model 98) • Stainless steeW SOI dssWitch arm. > Passes /z sPherca • 1'fi" NPT discharge. • 1550 RPM 60 cycles. 1725 RpM on model 98. • Non-clogging vortex impeller. • Glassfilledpolypropylenebasewithbuiltin strainer on M53 and M55. Model 59, all brass construction; model 57 & 98 all cast iron construction. • Temperature rated 130° F. , 10 Ft. stack test. • UL Listed Pump. (Model 48) lint. • Passes laundry Series. • 115 V/1 Ph., all Draic~Pump • 9 ft. UL Listed 3-wire cord and plu9. • Stainlep steel screws. • Passbs 3/8" spherical solids. • 1+/i' NPT discnargg,pjP~. • 3000 RPM. • Non-clogging vortex impeller. • Glass filled polypropylene base with built in strainer. ture rated 110' F. - ?HESE 1=Ei BASIN . Polyethylene construction. * Corrosion resistant. + High capacity. • Gasketed polyethylene Ild. . 2" NPT vent. ~ 11/2' NPT discharge. . 2" NPT inlet - no screen. . Threaded connectionsfor easy installation. • Height: 15'h inches. . Width: 153/a inches. . Weight: 51bs. Gas tight cover. • Temperature rated 130°. . Fits under single or double laundry tray sinks. • IAPMO Approved.' • 10 Stack 7est Basin Model 104 not IAPMO approved and check valve not included. Models 104 and 131 not SBCCI approved. unCV~t VAL (30-0181) . Rated at 25 PSI pressure (57 feet of head) at 130° F. . "Full Flow" design 1 ~z" or 1'/a' slip x slip union . ABS construction For additional specifications see FM0935 oao ;EO~ ~ ~ ~w';°' ~ ~ ~s 3~a oa - I _ . ..P, FEE~+1 5 . i . s,1s _ 16 12 i/. o~n AT1..,1 - NO ~lE~D TO DIG A SUM . CAUTION: TO REOUCE THE PISK Of ELECTFICAI SHOCK p PROPERLY GHOUNOEO ,E'==F'^.`= OF 'JPTER (G FCII N ACCOflOPNCE W TH NA ~NAA E~LECTR CAlEC00E ANO LOCAL CO E'S C OOINOT~REMOVE GROUNO PIN FROM PLUG. • Tempera RESERVE POWER DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. w Ii w HEAD CAPNGI I it.anu~ ~ 50 SERIESIMODEL 981MOOEL 48 OTAL OYNAMIC HEAO T FEETIMETEBS. 98 g ~ i ' I , ' ~ fEET mei~n~ 43 163 72 273 25 ~ ~ ~ ~ MODE~ 98 g 1.52 3 OS 34 129 61 231 - w ~ ~0 15 457 ~9 ~z ys 170 25 95 i 6 20 I I 20 6.70 p ~ . U ~ 4B PUMP DRAIN ~ 15 50 SEPiES I SERIES MODEL PUMP ; FEET METERS GAL. LTRS. 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GROSS AREA w k .x~ ~r~ ~ OCCUPANT LOAr '°j ~ ~ u:.:~, ~ ~~.~.,.,~„,~„~,.A„ a ~ i FIRE ALARM/DE' SPRI i , Ik r NKI,.,,ER ,r ~~1 s _ ~~.f R yi -y, r s r 1 ~ k.l e''y ~F ~ri 9i ~ f y! 4~ ~ c ~ - < ~ _ 7 ~!4`. a,: K i``1t.r ~V'` „tire, b~. ~ .L v~.. ~t'„~, DEPARTMENT OF PLANNING AND DEVELOPMENT - ~ BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number : 12294 Date : 6/11/2001 Property Owner : Property Address : Contractor License No. : Company : 7630 W 44TH AVE 21031 Rocky Mountain Plumbing Phone : Phone: 7441868 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of recortl; 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 resTpnsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other plicable yvheat RjrJge ordinaipegs, fyf work under this permit. Construction Value : $7,800.00 Permit Fee : $153.25 Plan Review Fee : $0.00 Use Tax : $117.00 Total: $27025 Use : Description : ROUGH & FINISH FOR TWO H/C BATHROOMS. TO INCLUDE 1 W/C & 1 LAV EACH. ALSO ROUGH & FINISH FOR 1 3 COMP SWK & 1 HAND SINK IN NEW BAR, WITH SEWAGE EJECTOR SYSTEM, BATH ROOMS TO INCLUDE 1 FLOOR DRAIN EACH BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: DM ~!6#ilwRApproval : Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: OK PER DM Roof : Stories Plumbing License No :21031 Company :Rocky Mountain Plumbing Expiration Date: 6/11/2002 Approval : OKIKS Residential Units : Mechanical License No Company : Expiration Date : Approval : (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations antl euiltling Code of VJheat Ridge, Cobratlo or any other applicable ortlinances of Ihe City. (2) This permit shall expire if (A) the work authorized is not wmmenced within sixty (60) tlays fmm issue da[e or (B) the builtling authorized is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new permit may be arquired for a fee of one-half the amount normally requireQ provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change ihe naWral Flow of water causing a tlrainage probiem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection rard before proceetliing with successive phases of the job. (6) The issuance of a permit or ihe approval of tlrewings and specifcalions sM1all not be construed to be a permit for, nor an appmval of, any violation of the provisions ofthe building cp¢€Sprany otherortlinance,law,rule orregulation. DcPARTYIENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT R1DGE, CO 80215 - (303-235-2855) Property Owner: ?a,.uy Property Address 4 Con;rac;or Lic2ns2 No, Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGR Buifding Permit Number : oate:/-IIIQ( Phcna S'Pi-vtci~) Phone :-593- 7clrr NT I her=by certif~~ ,hat the szt6ack Cistances proposzd oy this cermit acoiicacicn ar2 accurete, and do not violate applicable ordinances, rules cr -egulatlons of the City or Whea[ ,4iCge or covenants, zasements or restrictions of record; that all measurements shown, and allegations maCe are accurate; that I have read and agree ro aoide by all conditions printed on this aoplica[ion, anC [.hat I as>ume full responsibiliry ror compliance with the Wheat Ridge 9uilCing Code (U.B.C.) and ali other applicable Wheat Ridge orCinanws, for work under this permit. (OWNER)(CONT^nACTCR) Construction Vaiue : ?ermit Fee Tc J, 52 : Usz Ta~ Total : Description IWCG ~4,! ✓ IE9~A~50 ~o,✓ 6 ~K's'Z f-o.- / 3 C'a ~~r.w~. ~ j~:~cr S.'w~p tK. ;GnW ~ u/ifk SE:.~¢ .STecYw cysZrw+~ 7~w~t.. Pn~~_ 'E~ zKC~..e~r - L BUILDING DEPARTMENT USE ONLY ,n Approval ' Zoning : B?I17~~i~ Approval : 92tit 9 ff-1 Approval: µ SIC : Sq. Ft. : Occupancy : `,°ialis : Roor : Stores : Residential Units : Electrical License No : Plumbing License No : 24Q3i" Mechanical License No : Company: ~ Company Company : 8GYtLS-f 1 Expiration Date : Expiration Date : Expiration Date : Aporoval : Aooroval Apcrov=_f (1) This permit was issuetl in accorGance wiM the provisions set lorN in yopur appliwtlon anE Is subject ro the laws of the State o! Colorado anE to the Zoning Regula0ons anC Builtling Code of Wheat Ridge, ColoraCO or any other applica6le ardinances o( the Ciry. (2) This pertnit shall expire d(A) the work authonzed i5 not CAmmenCetl within sixty (60) days trom i55ue Cate ar (8) the building aUttlanZed is Suspended or abandonetl far a penod ot 120 aays. (3) If this pertnit expires. a new permit may be acquiretl tor a tee of one-haR :ne amount normally reQUir_4, pmviGed no <hanges have been or will te matle in the original plans antl specificatlons and any susoension ar abandonment has not exceeded one (1) year. It cnanges are maae or if suspension ar abandonment exceeds one (1) year, full (ees shall be Oaitl'or a new pertnit. (4) No work of any manner shall he Oone that will ahange the natu2l flow of waler causing a drainage problem. (5) Cantractor shall notiy the 9uiltling Inspec;or twenry-tour (24) hours in atlvance for all inspections anC snall receive wntten approval on inspec;ion caid bePore pmceediing with successive pnases of the job. (6) The issuance o( a pertnrt or Ne approvai of tlrawings and specilcatlons shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the Ouiltling COCes or any oNef ofUinance, law, Nle or regulaGon. Chief Building Inspector DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. MP92#3339 237-8944 EXT. 255 P.O. eoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNEO BY THE CNIEF BUILDING INSPECTOR AND RECEIPTED BELOW. (M,IT_ y ~ APP I OR MiSCELLANEOUS PER OWNER JOB ADDRESS ' ` ~ CONTRACTOR -rc, z_' ~ C ADDRESS ADDRESS /h ~ PHONE ZIP CODE . CITY~ C-ZIP CODE %ONTRAG7 PRICE $ PHONE LICENSE NO. 1. TYPEGround❑ Woll❑ ProieotinOU OtMr SaDFOes 2. MATERIAL Total Squan Feat SIGNS 3. ILLUMINATION YaD No❑ TYW Elact. Permil No. 4 SET BACK FROM PROPERTY LINE N _ 5__ E _ W Zons_ ApprwaE, Zme Inspector (SOkify whieh is fronl) ❑ ❑ ❑ ❑ DiwWwed 1. TYPE Soiid[] Mon Than 80% ODSnO Lost TAan 80% Open MATERIAL Heipht FENCES 1. SET BACK FROM PROPERTY LINE N _ S_ E _ W Zone_ ApprwW,Zom InsDaeta (Soeeifv whieh is front) ❑ . ❑ ❑ daapprovsd I. OTHER 2 13. DRAW SKETCH OR SHOW BELOW,THEFENCE,516N,OR OTHER STttUCTURE,GIVIh'v DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) L4- /}'tg S' (L~l 1 rt[nrt rnvrcni. ~ ~ ~ w ' Z Z J r- 7 > \ ~ ~ 1 i ~yyy~~~ . w SPEGFY NORTM yI ~ W p 41 N STREET NAME SHOW DISTANCES FROM TFE MAIN BUILDING TUAWOINING MOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE OISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK pJLY UPON WILIDATION BV THE BUILOING INSPECTION DIVISION. e..lr wil i cvuiwc an nevA FR[NA nA"fE OF ISSUANCE !F WORK IS NOT S7ARTED WITHW THAT TIfAE ELECTRICAL PERMIT NG PERMIT MECHANICAL PERMIT STATE LICENSE N0. STAT0. ALUM INUM WIRE UNDER SIZE 8 IILEG AL FLOOR M I5T 2ND 3RD 4TH N0. FUEUC'MCISOne Gof pl Ptopar EI olw ~ WATER C FORCED AIR - BTU TEMPORARY METER j WASH B HOT WATER - BTU STEAM - BTU NEW RVICE - AMPS BATH T AIR CONDITIONING-B CHANGE SERVICE-AMPS SHOWER LIGHTING SINK OTHER SYSTEM HEATI GARBAG PpWER SUB-CIRCUITS WATER H Refri sranl GrouO ETC) DISPOSER UTILITY(RANGE AUTO. WASHER PourMf CMr e , , AUTOMATIC SPRINKLER SYSTEM DISH WASMER FIXTURES WIRING MOTOFiS 9 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hsreby ueknowledqe thot this aDDlico' tion is eorrecf ond underatond fhaf I eonnof stort fhis project unfil thia oppli- eotion is apOroved. I shall comply with 1M lows of tbe Stote oi Colorado ond to ths tonina Repulations and Buildinq Code oL-tfie- NY of Wheot Ridpe. Any vio fion ot ~Ihe obove ter ill cause me ia f`revocotion of" thie rmit/ ~ PERMIT FEE S "6 USE TAX ~ TOTAL FEE A.-.,, PP~°~.Q r l~-C T; r u°?-. ~ z. t e HIEF BUILDIO INSPECTOR,City of Wheat Ridqa 0 e I~ued J~-~ Cl NOT VAIID UNLESS RECEIPTED CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS L`LPAh'TIdiENT OF GOMMUNI I Y DEVELOPMENT 7500 WESr zstn AveNUE BUILDWG INSPECTION DIVISION PERMIT N0 ME92/I4895 237-6944 Ex7. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUILDING INSPECTOR ANC RECEIP7ED BEL'JW. ~IC~~-..zr ~.nii~iv rvrt miDI,GLLANGU J YtttMII / JOB ADDRESS ~ OWNER 1 NC- P I~ CONTRACTOR MCBRIDE ELECIRIC ADDRES~SJ~cI ADDRESS 1860 W. FIAMILTON PL, i PHONE CITY BG-B"+UOD ZIP CODE CUNTRACT PRICE $ PHONE 761-6176 _ uceNSe No. 916 DATE L TYPE c,ouneLJ Woll❑ Proie'--n 2. MATERIAL $IGN$ 3. ILLUMINATION Ysa❑ No❑ Type 4. SET BACK FROM PROPERTY lWE N_ 5_ E_ (Specily which is fronl ) ❑ ❑ C ,JOB 1. TYPE SolidO Mors Than BO% ODanD L, ADORESS FENCES MATERIAL 3. $ET BACK FROM PROPERTY LINE (SOecify which is }roM) N_ S_ E_ ❑ ❑ ❑ OTHER Z 3. I I ZIP t~ INSPECTION tICKET `l (o (o w v v E~L IVI E7 CieZ DATE: BLDG. PERMITM PERMITM BLDG. CONTRI~ DRAW SKETCH OFt SHOW BELOW,THE FENCE,SI6N,OR OTHER STRUCTURF (SETBACNS OR PROJECTIONS MCLUDEO) SUBCONTRACTOR DATE INSP. REO. TYPE OF INSP. INSPECTION REMARKS STREET NAME SHOW DISTANCES FROM THE MAIN BUIIDING TaADJ01NING HOUSES, STREE' DISTANCE TO PROPERTY LMES, NO7 MARIMUM OR pvERAGE DISTANCE / APPLICATION FOR PLUMBING; ELECTR...... . THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDA710N BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STA7E LICENSE N0 PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ALUMINUMWIREUNDERSRE8ILLEGAL . _ _ FLOOR BSM IST 2ND 3RD 4TH N0. FUEL~CqckOneGoiql R'opda El~t Solm NO- _ WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WA1ER - BTU NEW SERVICE - AMPS BA7H TUB STEAM - BTU CHANGE SERVICE=AMPS _ SHOWER AIR CONDITIONING-BN LIGNTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SU8-QFCURS _ WATER HEATER Reiri srant Goup UTILIT7(RANGE,DISPOSER,ETC) ~ AUTO. WASHER Poundt CAar e FIxTURES DISH WASNER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I NP TOTAL FI%TURF_S REMARKS~ I hereby ocknowledqe fhat this applica- tion is Correct and understand thaf I connof etart thie projbct until fhie oppli- cotion is approve0. I sholl comply wilh iha lowf of fhe Stafe o! Colorado and lo ihs ZoninQ ReQulahone and Bwldinq Code ofthe City of Wheot RidQe. Ary violation of the above terme will couse immediote revocohon of fnis permit ~oo ca~i. s~u•=w.. PERMIT FEE / (J NOT VAUD UNLESS RECEIPTED rf 7 3 oL USE TAX ~ TOTAL FEE $ D~ 7 '5"~7~9 a' A~ L/z~ ~66~d CHIEF BUILDIN NSPECTOR,Cityof Wheat Ridge CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE Dafe Issu2d_ FOR INSPECTIONS W.R. FORM &19 _,G 5-`72 7500 WEST 29t11 AVENUE DEPARTMEN BUILDTNG NSPECTION D VISION DEVELOPMENT PERMIT N0.M q :5 36(j 237-6944 Exr. 255 P.O. Box 63e CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAUO ONLY WHEN SiGNEO BY THE CNIEF BUILDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS Z o r CONTRACTOR 4-- arv n- s-KIr ounu~ /rz%-0~~ 2 OWNER _ ADDRESS 44-4r~ PHONE U ! Z 41 - ZIP CODE CONTRACT P CE $ L~ DATE 7YPE GrounA❑ I Wall❑ Proiectinp❑ Other SaDFace SIGNS . 2. MATERIAL ❑ N ❑ T Tolal SQuon Fnf EIKt Permif No 3 ILIUMINATION Yea o 4. SET BACK FROM PROPERTY UNE N (Specify wl+icn is tront) yps _ ❑ S_ E ❑ _ W ❑ ❑ . Zons_ . Apprwed,ZOno Inapector Disopprwsd I. TYPE SolidO More Than 80% OpenC3 MATERIAL . Le•t Than 80% Oqn HeipM FENCES 3. SET BACK FROM PROPERTY LINE N (SOecify whieh ia }ront) _ ❑ S_ E ❑ _ W ❑ ❑ Zme_ Apprwed,Zone ImOecta DiaaDProved I . 2 :OTHER 3 . DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GINNG DISTANCES FROM PROFERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) ~ SPECIFY NORTH ~ ~sl Gr ZiP CODE ~l I ICFNSF NO_ 1Y47~t5- STREEi NAME SNOW DISTANCES FROM THE M41N BUILDING TPADJOINING HOUSES, STREETS,AND PROPERTY lINES; ON IRREGULAR IOTS.SHOW LEAST OISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTQNCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPIICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 187 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILIEGAI FLOOR BSM IST 2ND 3RD 4TM NO FUELCirtlsdNGatOI~PropuiN ElxSda Np TEMPORARY METER WATER ClASET WASH BOWL FORCED AIR - BTU HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER Alii CONDITIONING-BTU LIGHTING SINK OTMER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-LIFCUITS WATER HEATER Refri eronf Cxoup UTILI7Y(RANGE,DISPOSER,ETC.) AUTO. WASHER Pounda Chor e FIXTURES DISH WASHER AUTOM4TIC SPRINKLER SYSTEM WIRIN6 MOTORS 6 CONTROLS FI.D(N2 DRAW EIEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS ~ PERMIT FEE I hareby ocknowledpe thol this applica- fion u oorrect and understand tnat I USE TAX Connot ffart thif Drojbtt until thie oppli- cation it apDrovee. I shall comply wifn TOTAL FEE the lows of Ihe Siate o1 Colorado and 10 ine Zoninp ReQulationn ond Buiidinp APpROVED Code ot tne City ot wheot Riepe Any DISAPPROVED_ viobtion of tne above terme wdt cause CHIEF BUILDING immediote rovocation of ihie permit Date Issued eooli<anr. 9i0noNr• S ~0-V NOT VAIID UNIESS RECEIPTEO elt u (116 8 7 ~S (o. yd $ O d. ~Cl 1/ City of Wheat Ridqe CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS