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HomeMy WebLinkAbout6090 W. 44th Avenue160 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: AyR___ Permit Number: &7 LJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:— Inspector: DO NOT REMOVE THIS NOTICE 44, CITY OF WHEAT RIDGE V, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _ �` Job Address: � /� C.�: � � , Permit Number: ,-2C ; -7r-7:) Sn, � ❑ No one available for inspection: Tirne �/PM Re -Inspection required: YeN-� awn Dat s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: V& ._= l t Job Address: Irk 4W�T4 Permit Number: 24:r ( 'C-5 ❑ No one available for inspection: Time ,M/PM Re -Inspection required: Yes When corrections are complete, schedyle-Ke-inspection online. Date: I t CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 15 F / Job Address: 9� 4 Permit Number: C -5, CLIO IJ No one available for inspection: Time z, KMVPM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:—/ Inspector: DO NOT REMOVE THIS NOTICE !030 Q3v i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W1 ; Job Address:✓C/' G 7 7 � 7g Permit Number: e-9 2-W ®j 9 ;`' Q ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online, Date: Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE c Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:1t'-- Permit Number: 70 r" tK ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online, i E t Dater "17-i?i9A Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 362 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -S 9�e_ //V-5 Job Address: 60'20 A Permit Number: 7 eo 7 `� e- ❑ No one available for inspection: Time <<.-' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. usfinspection Date: ! -IS-20e Inspector:_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �4 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F V 3 OV Job Address: 6, C) C1 6 LI"- G1 V % Permit Number: Z4�2 ,?o C_. ❑ No one available for inspection: Time r1� AOM/ M Re -Inspection required: No When corrections have been made, schedule for re -inspection online at; http://www, ci. wheatridge, co, uslinspection Date: `%' Inspector:`` DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: tib,/.c-- Permit Number: .0 ?e /.�i w r ❑ No one available for inspection: Time <`v` Ar Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge.co. us/inspection Date:. SG' Inspector: DO NOT REMOVE THIS NOTICE IN e_ CITY OF WHEAT RIDGE Ilse> ` /fid Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'tF` I ws Job Address: Permit Number:` `7 3 � IJNo one available for inspection: Time /. tfO AM/ M) Re -Inspection required: Yes - No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co, ushnspectidn Date:�'0 Inspector:' DO NOT REMOVE THIS NOTICE 44" City of Wheat Ridge _A� Commercial Miscellaneous PERMIT - 202001958 PERMIT NO: 202001958 ISSUED: 10/30/2020 JOB ADDRESS: 6090 W 44th Ave EXPIRES: 10/30/2021 JOB DESCRIPTION: Repairs to building due to vehicle impact - 200 sq ft total *** CONTACTS *** OWNER (3 0 3) 956 -5644 L W FARONE LLC GC (248)594-3188 ADAM GALYON 019232 BELFOR USA GROUP, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,698.08 FEES Total Valuation 0.00 Plan Review Fee 215.22 Use Tax 371.66 Permit Fee 331.10 ** TOTAL ** 917.98 *** 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 applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: General Permit Application Date: Tuesday, September 29, 2020 3:59:40 PM 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 6090 W 44th Ave Wheat Ridge CO 80033 Property Owner Name Lou Farone / L Ferone LLC Property Owner Phone 303-956-5644 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Iferine103@aol.com Address Attach City of Wheat D00092920-09292020155651 Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Submitting General Belfor Proper restoration Contractor or Architect Contractor's License 019232 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. 303-656-1178 tim.smith@us.belfor.com tim.smith@us.belfor.com Minor non structural repairs due to vehicle impact Square footage of 200 scope of work Location of work North west corner of the building (backyard, on roof, etc) Project Value (contract 17,698.08 value or cost of ALL materials and labor) Upload Engineer letter, other documents on 8 1/2" x 11 " Upload Asbestos Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" or larger Field not completed. Field not completed. Valuation of $17,698.08 is OK 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 Tim smith Permit Email not displaying correctly? View it in your browser. PROJECT TEAM QUENTIN ODES, P.E. ENGINEER PIE CONSULTING AND ENGINEERING 6275 JOYCE DR. SUITE 200 ARVADA, CO 80403 303.552.0177 • LW FARONE, LLC. REPRESENTATIVE(S): LOU FARONE L.W. FARONE, LLC. 303-956-5644 SITE MAP COPYRIGHT © 2020 Pie CONSULTING AND ENGINEERING A LERCH BATES COMPANY DOLLAR TREE EXTERIOR WALL REPAIR 6090 W 44TH AVE, WHEAT RIDGE, CO 80033 PIP IF - _ - i I �6 _ DOLLAR TREE AREA OF WORK LU NORTH VICINITY MAP SCALE: NTSC ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Insaections Cla ONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) 303-552-0178 (fax) www.pieglobal.com SHEET LEGEND SHEET No. SHEET TITLE G000 COVER SHEET G001 GENERAL NOTES G002 GENERAL NOTES G003 GENERAL NOTES G004 GENERAL NOTES S100 FLOOR PLAN 10/23/2020 Cla ONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) 303-552-0178 (fax) www.pieglobal.com DOLLAR TREE ;.N LOCATION A F City of ' W heatj idgeCOMMUNI"IY UEVElC [NT APPROVED Reviewed for Code Comaiiance Randy Slusser 10/29/2020 _ viar,i Examiner Date Validhv of permit: The issuance of a pernNt or WprovW of pons specgkatidw and cornpurotions shoN not be a permitfix ix or on a;Wvvol of any wolodon m any of the provisions of the but dlag code or of off► City avdiamces. Aermlts presuming to gW authority to vWo& or ev"el the prviosions of the iWWV Coda or other ordTnooM of the C ty shot not be vaNd 0 Llc 0 l.E 1523 �. 10.23.20r SHEET No: ,..�-.r'�.� G000 COVER SHEET SHEET SIZE 11x17 W a w M 0 000 CO220272.00 S400 WALL SECTIONS TASK: Q 220 J � W 10/23/2020 Digitally signed by DRAWN BY: Quentin Odes, PE J 0 0 CHECKED: GENERAL SUMMARY OF WORK: w Date: 2020.10.29 Q DRAWING STATUS: 0 � PERMIT SET w REPAIR EXTERIOR WALL AND WINDOW. REVISION: w REVISION DATE REVISION NOTES DOLLAR TREE ;.N LOCATION A F City of ' W heatj idgeCOMMUNI"IY UEVElC [NT APPROVED Reviewed for Code Comaiiance Randy Slusser 10/29/2020 _ viar,i Examiner Date Validhv of permit: The issuance of a pernNt or WprovW of pons specgkatidw and cornpurotions shoN not be a permitfix ix or on a;Wvvol of any wolodon m any of the provisions of the but dlag code or of off► City avdiamces. Aermlts presuming to gW authority to vWo& or ev"el the prviosions of the iWWV Coda or other ordTnooM of the C ty shot not be vaNd 0 Llc 0 l.E 1523 �. 10.23.20r SHEET No: ,..�-.r'�.� G000 COVER SHEET SHEET SIZE 11x17 JOB No: CO220272.00 TASK: 220 ISSUE DATE: 10/23/2020 Digitally signed by DRAWN BY: Quentin Odes, PE CRP Reason: I am the author CHECKED: of this document QO Date: 2020.10.29 DRAWING STATUS: 11:13:40-06'00' PERMIT SET REVISION: QI REVISION DATE REVISION NOTES DOLLAR TREE ;.N LOCATION A F City of ' W heatj idgeCOMMUNI"IY UEVElC [NT APPROVED Reviewed for Code Comaiiance Randy Slusser 10/29/2020 _ viar,i Examiner Date Validhv of permit: The issuance of a pernNt or WprovW of pons specgkatidw and cornpurotions shoN not be a permitfix ix or on a;Wvvol of any wolodon m any of the provisions of the but dlag code or of off► City avdiamces. Aermlts presuming to gW authority to vWo& or ev"el the prviosions of the iWWV Coda or other ordTnooM of the C ty shot not be vaNd 0 Llc 0 l.E 1523 �. 10.23.20r SHEET No: ,..�-.r'�.� G000 COVER SHEET SHEET SIZE 11x17 GENERAL NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING AMENDMENTS, EXCEPT WHERE APPLICABLE CODES OR THE CONTRACT DOCUMENTS ARE MORE RESTRICTIVE. 2. ALL STRUCTURAL RELATED SHOP DRAWINGS SHALL BE SUBMITTED, REVIEWED & APPROVED BY THE ENGINEER OF RECORD PRIOR TO ERECTION/CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS, INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE ARE CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION SHORING TO PROTECT AND SUPPORT FOUNDATION SOILS UNDER EXISTING STRUCTURES. 4. THE STRUCTURES ARE DESIGNED FOR STABILITY IN THE FINAL CONDITION ONLY. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY DURING CONSTRUCTION. 5. THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. 6. ALL DRAWINGS ARE SUBJECT TO REVIEW BY THE JURISDICTIONAL BUILDING DEPARTMENT, AND ANY CHANGES OR MODIFICATIONS, AS STIPULATED BY THIS JURISDICTION, MAY BE SUBSEQUENTLY IMPOSED. 7. ALL INFORMATION WRITTEN AND DRAWN, WHICH APPEARS HEREIN, IS THE WORK OF Pie AND SHALL NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF Pie. REFERENCED CODES AND STANDARDS 1. INTERNATIONAL BUILDING CODE (2018) WITH LOCAL AMENDMENTS. 2. INTERNATIONAL EXISTING BUILDING CODE (2018) WITH LOCAL AMENDMENTS. 3. AMERICAN WELDING SOCIETY - STRUCTURAL WELDING CODE - STEEL (2010) AS MODIFIED BY AISC SPECIFICATIONS. 4. AISI SPECIFICATIONS FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. STRUCTURAL MODIFICATIONS AND REPAIR 1. ALL DEMOLITION, REMOVAL AND CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED WITH CONSIDERATION FOR EXISTING FACILITIES STRUCTURES, EQUIPMENTS, ETC. CONTRACTOR RESPONSIBILITIES 1. THESE REPAIR DRAWINGS ARE INTENDED FOR USE BY A CONTRACTOR THAT IS QUALIFIED TO PERFORM THE REPAIR ITEMS SPECIFIED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL ITEMS ARE INSTALLED TO MEET THE INTENT OF THESE DRAWINGS. 2. ALL MATERIALS, EQUIPMENT AND WORK SHALL COMPLY WITH ALLAPPLICABLE FEDERAL, STATE, COUNTY, MUNICIPAL AND INDUSTRY CODES, STANDARDS, LAWS AND ORDINANCES IN EFFECT ON THE DATE CONSTRUCTION COMMENCES. 3. DIMENSIONS AND ELEVATIONS OF EXISTING FACILITIES SHALL HAVE PRECEDENCE AND PRIORITY OVER DIMENSIONS AND ELEVATIONS SHOWN ON THESE PLANS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THESE DRAWINGS AGAINST EXISTING (I.E. ACTUAL FIELD) CONDITIONS AND IMMEDIATELY NOTIFY OWNER AND Pie OF ANY DISCREPANCIES. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INFORM OWNER & Pie OF ANY OBSERVED CONFLICTS THAT ARISE BETWEEN THE SPECIFIED REPAIRS AND THE EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO DIMENSIONS AND CONCEALED ITEMS/CONDITIONS. 5. CONTRACTOR SHALL NOTIFY OWNER & Pie OF ANY OBSERVED BUILDING DETERIORATION NOT SPECIFICALLY IDENTIFIED BY THESE DRAWINGS BEFORE CONTINUING WITH THE WORK. 6. FOR THE SCOPE OF WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, SUPPLIES AND LABOR AS REQUIRED. 7. THE CONTRACTOR SHALL ENSURE THE INTERIOR PORTIONS OF THE BUILDING REMAIN DRY. 8. WORKMANSHIP AND MATERIALS ARE SUBJECT TO THE APPROVAL OF OWNER & Pie. 9. OWNER & Pie APPROVAL MUST BE OBTAINED PRIOR TO THE INSTALLATION OF ALL SUBSTITUTIONS. IF PROPOSED SUBSTITUTION REQUIRES ALTERATIONS TO THE PROJECT DETAILING, CONTRACTOR SHALL PROVIDE PROPOSED DETAILS TO Pie FOR REVIEW. 10. ALL ITEMS OF WORK SHALL BE ACCOMPLISHED IN A MANNER THAT IS CONSISTENT WITH THE BEST MODERN CONSTRUCTION PRACTICE. 11. CONTRACTOR SHALL MAKE MAXIMUM EFFORT TO PERFORM ALL WORK IN THE LEAST DISRUPTIVE MANNER AND MAINTAIN A SAFE ENVIRONMENT DURING CONSTRUCTION. ALL BARRICADES AND CONTROLS SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR UNTIL COMPLETION OF THE PROJECT. 12. THE CONTRACTOR IS RESPONSIBLE FOR LOCAL TRAFFIC AND PEDESTRIAN CONTROL AND SITE SAFETY AND SECURITY, INCLUDING ANY APPLICABLE RIGHT-OF-WAY PLANNING AND/OR PERMITTING. RESETTING OF SIGNS SHALL INCLUDE THE TEMPORARY RESETTING OF SIGNS NECESSARY FOR TRAFFIC AND PEDESTRIAN REGULATION (I.E.CAUTIONS SIGNS, ETC.). 13. AT TIMES OF EQUIPMENT EMPLOYMENT, CONTRACTOR SHALL EMPLOY FIELD PERSONNEL TO AID IN GUIDING PEDESTRIAN TRAFFIC SAFELY AWAY FROM THE WORKING AREA. AUDIO SIGNALS OF ALL CONSTRUCTION MACHINERY SHALL BE IN GOOD WORKING ORDER DURING THE CONSTRUCTION. 14. THE CONSTRUCTION WORK AREA IS LIMITED TO THE AREAS SPECIFIED ON THESE DRAWINGS. ALL AFFECTED AREAS, EVEN THOSE AREAS NOT IDENTIFIED, SHALL BE FINISHED TO PRE - CONSTRUCTION CONDITIONS, UNLESS OTHERWISE SHOWN ON THESE DRAWINGS. 15. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING AND/OR RIGHT-OF-WAY PERMITS, UNLESS AGREEMENT HAS BEEN MADE WITH THE OWNER REGARDING PAYMENT FOR THESE PERMITS. ALL PERMITS SHALL BE CLEARLY DISPLAYED IN A SAFE ENVIRONMENT AT THE SITE. CONTRACTOR SHALL ESTABLISH A WRITTEN SCHEDULE OF CONSTRUCTION AND COORDINATE / REVIEW THIS SCHEDULE WITH OWNER & Pie FOR APPROVAL. ■ la CONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) 303-552-0178 (fax) www.pieglobal.com � M C'7 W a w w LU o J � w � o O 2 Q C) LU 0 w w JOB No: 16. CONTRACTOR IS TO COORDINATE CONSTRUCTION WITH OWNER & CO220272.00 Pie. I TASK: 17. CONTRACTOR SHALL NOTIFY OWNER AND Pie OF REQUIRED NEEDS FOR WATER, ELECTRICITY, AND HVAC USAGE. IF TEMPORARY UTILITIES ARE REQUIRED, CONTRACTOR SHALL INCLUDE THE COST TO PROVIDE TEMPORARY UTILITIES IN THEIR GENERAL CONDITIONS. USE OF EXISTING UTILITIES SHALL BE AT THE OWNER'S SOLE DISCRETION. 18. CONTRACTOR SHALL HAVE SALVAGE RIGHTS, UNLESS SPECIFIC ITEMS ARE TO BE REUSED ON THE PROJECT OR RETAINED BY OWNER. 19. CONTRACTOR SHALL REMOVE ALL EQUIPMENT, UNUSED MATERIAL, AND DEBRIS FROM THE PREMISES AND LEAVE THE SITE IN A NEAT AND CLEAN CONDITION. THIS INCLUDES DAILY CLEANUP AS WELL AS THE FINAL CLEANING. a�p0 LIC��e C�f� r H 1. p'•. �+.i'�C' _54823 10.23.20 City of Wheat Ridge Building Division 220 ISSUE DATE: 10/23/2020 DRAWN BY: CRP CHECKED: QO DRAWING STATUS: PERMIT SET REVISION: REVISION NOTES SHEET No: G001 GENERAL NOTES SHEET SIZE 11x17 SUBMITTALS AND SUBSTITUTIONS 1. THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES (COLLECTIVELY, SUBMITTALS) TO ESTABLISH THE ACTUAL DETAIL OF ALL MANUFACTURED AND FABRICATED ITEMS; TO INDICATE PROPER RELATIONSHIP TO ADJOINING WORK; TO AMPLIFY THE Pie DESIGN DETAILS; TO ESTABLISH STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS IN PROPER RELATIONSHIP TO ADJOINING WORK; AND TO INCORPORATE MINOR CHANGES OF CONSTRUCTION REQUIRED TO SUIT ACTUAL CONDITIONS. ALL THE ABOVE SHALL BE SUBMITTED FOR REVIEW BY Pie. 2. REVIEW WITH Pie AND OWNER, AND GAIN OWNER'S APPROVAL BEFORE FABRICATION OR SHIPMENT OF SPECIFIED ITEMS OR MATERIALS. 3. PROPER FITTING, CONSTRUCTION OF WORK, FURNISHING OF MATERIALS AND WORK REQUIRED BY THE PLANS, DETAILS AND SPECIFICATIONS BUT NOT INDICATED IN SUBMITTALS REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. 4. SUBMITTALS ARE REQUIRED FOR THE FOLLOWING LISTED ITEMS AND MATERIALS, AS APPLICABLE. a. PRODUCT DATA SHEETS FOR THE FOLLOWING: i. POST -INSTALLED ANCHORS ii. STEEL STUDS iii. STEEL STUD HARDWARE, CLIPS, CONNECTORS, ETC. iv. WEATHER BARRIER v. BRICK TIES 5. SUBSTITUTIONS: Pie's WRITTEN APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS PRIOR TO PROCEEDING WITH SUBSTITUTE MATERIAL ORDERING OR INSTALLATION. DISCLAIMER SOME OR ALL OF THE PLANS, DETAILS AND SPECIFICATIONS CONTAINED HEREIN MAY BE BASED ON ORIGINAL PLANS, DETAILS, SPECIFICATIONS AND/OR OTHER PROJECT DOCUMENTS PREPARED BY DESIGN PROFESSIONALS OTHER THAN Pie CONSULTING & ENGINEERING (Pie) AS PART OF THE ORIGINAL CONSTRUCTION OR SUBSEQUENT REPAIR OR ALTERATION OF THE PROJECT (ORIGINAL PROJECT DOCUMENTS). DUE TO THE UNIQUE NATURE OF THE CURRENT PROJECT, Pie HAS UTILIZED ANY SUCH ORIGINAL PROJECT DOCUMENTS ONLY TO GENERALLY REFLECT ORIGINALLY INTENDED DESIGN AND CONSTRUCTION AND TO PROVIDE THE CONTRACTOR BACKGROUND INFORMATION REGARDING AS -BUILT CONDITIONS THAT MAY BE ENCOUNTERED DURING THE PROJECT. THE ENGINEER'S STAMP AND/OR ARCHITECT'S STAMP AFFIXED TO ANY Pie PROJECT DOCUMENTS, IN SUBSEQUENTLY ISSUED REVISIONS, ESI'S OR ASI'S, OR IN RESPONSE TO RFI'S OR SIMILAR PROJECT DOCUMENTS, APPLY ONLY TO THE NEW, ORIGINAL DESIGN INFORMATION INCORPORATED INTO ANY ORIGINAL PROJECT DOCUMENTS BY Pie. COPYRIGHT © 2020 Pie CONSULTING AND ENGINEERING A LERCH BATES COMPANY 2. THE ARCHITECTURAL SERVICES PROVIDED BY Pie WERE LIMITED TO THE REVIEW AND EVALUATION OF SPECIFIC AREAS OR ITEMS OF THE BUILDING THAT WERE VISIBLE DURING OUR SITE VISITS OR AGREED UPON BY THE OWNER. OUR RECOMMENDATIONS ARE BASED ON CONDITIONS THAT ARE EVIDENT AT THE PRESENT TIME AS WELL AS LIMITATIONS DUE TO BUDGET. NO ASSURANCES CAN BE MADE THAT THE STRUCTURES WILL NOT SUSTAIN FURTHER DAMAGE AFTER ANY REPAIRS ARE PROVIDED. LOADING CRITERIA 1. DEAD LOAD a. EXTERIOR WALL WEIGHT ..............12 PSF + 40 PSF BRICK VENEER 2. LATERAL LOADS A. WIND LOADS - SIMPLIFIED PROCEDURE a. ULTIMATE DESIGN WIND SPEED 140 MPH b. NOMINAL DESIGN WIND SPEED 110 MPH c. EXPOSURE B d. RISK CATEGORY II B. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING (ULTIMATE): a. WALL ZONES.......... 44 PSF C.SEISMIC LOAD ASCE 7-10 EQUIVALENT LATERAL FORCE PROCEDURE SITECLASS: ..................................................... D SEISMIC DESIGN CATEGORY: ......................... B POST INSTALLED ANCHORS (ADHESIVE AND MECHANICAL) 1. REINFORCING BARS, DOWELS OR THREADED RODS INDICATED TO BE ADHESIVE ANCHORED OR DOWELED INTO CONCRETE OR SOLID MASONRY SHALL BE INSTALLED USING ONE OF THE FOLLOWING OR AN APPROVED EQUAL: a. ACRYLIC -TIE ADHESIVE BY SIMPSON STRONG -TIE CO., INC. b. SET EPDXY BY SIMPSON STRONG -TIE CO., INC. c. HIT RE 500 -SD EPDXY BY HILTI, INC. 2. POWDER -ACTUATED FASENERS (PDF): a. HILTI X -U SERIES b. SIMPSON PINW SERIES c. DEWALT-POWERS CCN SERIES d. OTHER MANUFACTURERS WITH A CURRENT ICC -REPORT 3. HOLES SHALL BE DRILLED AS RECOMMENDED BY MANUFACTURER. INSTALLATION OF ALL ADHESIVE ANCHORS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, THE REQUIREMENTS OF THE PNGINEERING RESPECTIVE ICBO REPORT, AND ALL APPLICABLE BUILDING CODES. *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 4. WHEN BASE MATERIAL TEMPERATURE FALLS BELOW 40 DEGREES 1-866-552-5246 (nationwide) 303-552-0177 (tel) F, ONLY ACRYLIC BASED ADHESIVES SHALL BE USED. 303-552-0178 (fax) www.pieglobal.com 5. USE CARE AND CAUTION WHEN INSTALLING ANCHORS TO AVOID JOB No: CUTTING OR DAMAGING EXISTING REINFORCING STEEL. CO220272.00 VENEER MASONRY TASK: 220 ISSUE DATE: M 1. PROVIDE NEW MASONRY VENEER TO MATCH EXISTING SIZE AND m W w w TEXTURE. PROVIDE SAMPLE PRIOR TO ORDERING FOR Q O VERIFICATION BY OWNER. MORTAR TO BE TYPE N, WITH JOINTS I— Q= wIV TOOLED TO MATCH EXISTING. BRICK TIES TO BE PROVIDED 16 ~ INCHES ON CENTER, HOHMANN & BARNARD DW -10 OR SIMILAR. Q� 3: 0 J TIES TO BE VERTICALLY ADJUSTABLE, GALVANIZED, AND RATED O FOR THE WIND LOAD LISTED IN THE GENERAL NOTES. PROVIDE O a) w w WEEPS AT 24 INCHES ON CENTER AT THE BASE OF THE WALL 0 to X = WITH 1/4 INCH DIAMETER BY 4 INCH LONG MEDIUM DENSITY w POLYETHYLENE. KEEP CAVITY FREE OF MORTAR. \A/AAI1 QUCA rU1k1f•_% 0 1. EXTERIOR WALL SHEATHING SHALL BE EXPOSURE A, 15/32" APA JOB No: RATED SHEATHING WITH A MINIMUM PANEL INDEX OF 16/0. CO220272.00 PANELS SHALL BE NAILED WITH 8D NAILS AT 6" C/C AT PANEL EDGES AND 12" C/C AT INTERMEDIATE SUPPORTS. TASK: 220 ISSUE DATE: SEALANTS 10/23/2020 DRAWN BY: 1. ALL EXTERIOR WEATHERING SEALANTS IN THE AREA OF WORK CRP ARE TO BE REPLACED BY THE CONTRACTOR. SEALANT FOR ANYTHING IN CONTACT WITH MASONRY OR CONCRETE SHALL CHECKED: QO UTILIZE THE SEALANT RECOMMENDED BY THE SEALANT DRAWING STATUS: MANUFACTURER. ALL OTHER SEALANTS TO BE COMPATIBLE WITH PERMIT SET CURRENT SEALANTS INSTALLED. REVISION: 2. SUBMIT SEALANT PRODUCT INFORMATION FOR SELECTION. 0 REVISION DATE REVISION NOTES 3. BACKER ROD TO BE BI -CELLULAR IN COMPOSITION. 0 4. ALL SEALANTS SHALL BE NEATLY TOOLED AND CARE SHOULD BE 0 TAKEN TO PROTECT ADJACENT SURFACES. A 0 Lrc 0 0 54B 23 10.23.20 r SHEET No: ,,,_,,,.r•��� 0002 GENERAL NOTES SHEET SIZE 11x17 Wheat Ridge Building Division 5. PRIMERS SHOULD BE UTILIZED FOR ALL SEALANT APPLICATIONS OR AS RECOMMENDED BY THE SEALANT MANUFACTURER. 6. SEALANTS TO BE INSTALLED PER THE DRAWING DETAILS, MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND DETAILS, WRITTEN SPECIFICATIONS, AND INDUSTRY STANDARDS SHEET METAL FLASHING 1. ALL METAL FLASHINGS TO BE PREFINISHED GALVANIZED STEEL 24GA THICK UNLESS OTHERWISE SPECIFIED. FLASHINGS SPECIFIED TO BE IN CONTACT WITH GRADE ARE TO BE PREFINISHED ALUMINUM. 2. EXPOSED METAL FLASHINGS TO BE PRE -FINISHED TO A COLOR SELECTED BY THE OWNER FROM A SUBMITTED COLOR CHART AND METAL SAMPLE FOR EACH TYPE OF METAL SPECIFIED. 3. ISOLATE METAL FLASHINGS IN CONTACT WITH DISSIMILAR METALS AND ABSORPTIVE MATERIALS. METAL FLASHINGS ARE NOT TO COME IN CONTACT WITH CONCRETE OR TREATED WOOD AND A SEPARATOR OF SELF -ADHERED MEMBRANE SHALL BE UTILIZED. 4. ALL CORNERS TO BE MITERED AND LAPPED A MINIMUM OF 1" AND SHALL BE SEALED WITH A NON -CURING SEALANT IN THE LAP, AND RIVETED TO BE WATER TIGHT. ALL METAL WILL HAVE CONTINUOUS, HIGH-TEMPERATURE SELF -ADHERING MEMBRANE FLASHING BELOW THE METAL. FINISHED WORK SHALL BE FREE FROM WATER LEAKAGE UNDER ALL WEATHER CONDITIONS. 5. ALL SHEET METAL WORK SHALL BE SET LEVEL, STRAIGHT AND TO PROPER AND TRUE PLANES AS SHOWN ON THE DRAWINGS. THE CONTRACTOR, BEFORE COMMENCING ANY WORK, SHALL VERIFY GOVERNING DIMENSIONS AT THE BUILDING AND EXAMINE ADJOINING WORK ON WHICH THIS WORK IS IN ANY WAY DEPENDENT FOR ITS ACCEPTABLE INSTALLATION ACCORDING TO THE INTENT OF THE CONTRACT DOCUMENTS. 6. UTILIZE EPDM GASKETED WASHERS WHERE SCREW WILL BE EXPOSED TO THE WEATHER - COLOR OF FASTENERS TO MATCH FLASHINGS. 7. UTILIZE PREFABRICATED SILL PAN FLASH WHEREVER POSSIBLE. WEATHER -RESISTIVE BARRIER (WRB) - SIDING 1. NON -WOVEN, NON-PERFROATED POLYOLEFIN. ALL SEAMS AND EDGES SHALL BE TAPED WITH THE MANUFACTURER'S APPROVED TAPE. THIS LAYER SHALL HAVE THE FOLLOWING PERFORMANCE CHARACTERISTICS: a. THICKNESS: 11 MIL b. UV STABILITY: UP TO 180 DAYS c. TEAR STRENGTH (ASTM D1117): 10 LBS MINIMUM 2. WRB SHALL BE SEALED AIR/VAPOR TIGHT AT ALL TERMINATIONS, HOLES, OR PENETRATIONS WITH TECHNIQUES RECOMMENDED BY THE MANUFACTURER. COPYRIGHT © 2020 Pie CONSULTING AND ENGINEERING A LERCH BATES COMPANY 3. WRB PRODUCTS SHALL BE ACCEPTABLE FOR USE WITH THE SIDING PRODUCTS. 4. ACCEPTABLE PRODUCTS (SUBJECT TO APPROVAL FOR USE WITH THE SELECTED SIDING PRODUCTS): a. TYVEK BUILDINGWRAP BY DUPONT b. OTHER APPROVED EQUIVALENT SELF -ADHERED MEMBRANE (S.A.M.) 1. S.A.M. SHALL BE A "PEEL AND STICK" BUTYL RUBBER ADHESIVE WITH A NON -WOVEN POLYOLEFIN BACKING AND A COATED KRAFT PAPER RELEASE FILM. S.A.M. SHALL HAVE THE FOLLOWING MINIMUM PERFORMANCE CHARACTERISTICS: a. TOTAL THICKNESS: 25 MIL b. UV STABILITY: UP TO 180 DAYS c. APPLICATION TEMPERATURE 30 DEGREES F TO 180 DEGREES F. d. USEFUL TEMPERATURE RANGE: -30 DEGREES F TO 200 DEGREES F. 2. S.A.M. PRODUCT SHALL BE ACCEPTABLE FOR USE WITH THE CHOSEN SIDING AND METAL PANEL PRODUCTS AS WELL AS COMPATIBLE WITH THE SELECTED WRB PRODUCT. 3. ACCEPTABLE PRODUCTS (SUBJECT TO APPROVAL FOR USE WITH THE SELECTED SIDING PRODUCTS): a. VYCOR PLUS BY GRACE CONSTRUCTION PRODUCTS b. OTHER APPROVED EQUIVALENT INTERIOR REPAIRS 1. INTERIOR FINISHES WHICH ARE DAMAGED OR REMOVED AS A PART OF THE WORK MUST BE RESTORED TO PRE -WORK CONDITION. THIS WILL INCLUDE REPLACEMENT OF INTERIOR DRYWALL, INCLUDING REFINISHING AND REPAINTING TO THE NEAREST VISUAL BREAK WITH PAINT TO MATCH EXISTING. THIS MAY ALSO INCLUDE REPLACEMENT OF FLOORING, RE -FINISHING OF FLOORING, DRYWALL REPAIRS AND/OR WINDOW SILL REPLACEMENTS AT WINDOW PERIMETERS, RESEALING OF WINDOW/DOOR PERIMETERS, ETC. 2. THE EXACT EXTENT OF THESE REPAIRS IS TO BE DETERMINED BY THE CONTRACTOR BASED UPON SELECTED MEANS AND METHODS OF PERFORMING THE REPAIRS, INCLUDING WINDOW/DOOR RE -FLASHING AND STRUCTURAL REPAIRS/SHORING. TEMPORARY RELOCATION OF MECHANICAL, ELECTRICAL, AND PLUMBING (M.E.P.) 1. ALL M.E.P. IN THE AREA OF THE WORK SHALL BE TEMPORARILY DISCONNECTED AND, IF NECESSARY, RELOCATED TO PERFORM THE WORK. THIS INCLUDES LIGHT FIXTURES, CONDUITS, RECEPTACLES, HOSE BIBS, VENTS, AND ALL OTHER APPLICABLE M.E.P. AT THE COMPLETION OF THE WORK, ALL M.E.P. SHALL BE REINSTALLED IN KIND. a. THE EXTENT, IF ANY, OF M.E.P. ITEMS IN THE WORK AREA IS CURRENTLY UNKNOWN. CONTRACTOR SHALL EVALUATE THE SITE AND IDENTIFY ANY VISUAL EVIDENCE THAT THERE IS M.E.P. IN THE WORK AREA. IF SUCH EVIDENCE EXISTS, EFFORT SHALL BE MADE TO REPLICATE, TO THE GREATEST EXTENT PRACTICAL, THE EXISTING M.E.P. IN THE REPLACEMENT FRAMING. 2. ALL M.E.P. WORK SHALL BE PERFORMED BY A CONTRACTOR QUALIFIED FOR THE WORK TO BE PERFORMED (FOR INSTANCE, ANY ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED ELECTRICAL CONTRACTOR). COLD -FORMED STEEL FRAMING 1. DRAWINGS ARE INTENDED TO EXPRESS THE MINIMUM DESIGN PERFORMANCE. ALTERNATE DESIGN OF EQUIVALENT CAPACITY WILL BE CONSIDERED IF COMPATIBLE WITH REQUIREMENTS AND IF CALCULATIONS AND DETAILED SHOP DRAWINGS ARE SUBMITTED FOR REVIEW. 2. COLD -FORMED STEEL FRAMING SYSTEM SUPPORTS THE WEIGHT OF EXTERIOR MATERIALS, RESISTS LATERAL LOADS, AND PROVIDES LATERAL STABILITY FOR EXTERIOR MATERIALS. THE DESIGNATIONS FOR COLD -FORMED STEEL FOLLOW THE RECOMMENDATIONS OF THE STEEL FRAMING ALLIANCE AND ARE AS FOLLOWS: xxxDyyy-zzz (E.G. 600S132-33) xxx = MEMBER DEPTH IN 1/100 INCHES (E.G. 600 = 6") D = MEMBER TYPE DESIGNATOR AS FOLLOWS S = STUD OR JOIST SECTION WITH FLANGE STIFFENERS (CEE SHAPES) T = TRACK SECTION U = COLD ROLLED CHANNEL STUDS WITHOUT FLANGE STIFFENERS F = FURRING CHANNELS yyy = FLANGE WIDTH IN 1/100 INCHES (E.G. 162 = 1 5/8") zzz = MINIMUM BASE METAL THICKNESS IN MILLS (E.G. 33 = 0.033") a�p0 LIC��e C�f� r H 1. p'•. �+.i'�C' _54823 10.2 .20 City of Wheat Ridge Building Division ■ la CONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (teq 303-552-0178 (fax) www.pieglobal.com M M W a w w LU o J � � � w o 0 Q p LU co w w JOB No: CO220272.00 TASK: 220 ISSUE DATE: 10/23/2020 DRAWN BY: CRP CHECKED: QO DRAWING STATUS: PERMIT SET REVISION: REVISION NOTES SHEET No: G003 GENERAL NOTES SHEET SIZE 11x17 3. PROVIDE MEMBERS BASED ON MATERIAL THICKNESS. THE FOLLOWING TABLE OF APPROXIMATE EQUIVALENT GAGES IS PROVIDED FOR REFERENCE ONLY. ONSUING MINIMUM THICKNESS (IN) APPROXIMATE STEEL GAGE PNGINEERING 0.033 20 *DENVER - HQ* JOYCE0.043 18 6275SUITE 200RIVE ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 0.054 16 303-552-0177 (tel) 303-552-0178 (fax) 0.068 14 www.pieglobal.com 0.097 12 0.118 10 4. MATERIAL STRENGTHS ARE AS FOLLOWS: cn m FOR STUDS 0.054" AND THICKER FY = 50,000 PSI LU a w w FOR STUDS THINNER THAN 0.054" FY = 33,000 PSI Q 0 FOR TRACK AND FURRING CHANNELS FY = 33,000 PSI Q L � o 5. WELD OR SCREW MULTIPLE MEMBERS TOGETHER AT 12" O.C. MAX. 0 � c Q STEEL STUDS TO BE WELDED SHALL HAVE A MINIMUM THICKNESS p to w OF 0.043". SELF -DRILLING OR SELL -TAPPING SCREWS SHALL BE w 1/2" TYPE S-12. AT LEAST 3 THREADS ON POINT SIDE OF SCREW MUST BE EXTENDED THROUGH THE MATERIAL. 6. PROVIDE A MINIMUM OF TWO FULL HEIGHT STUDS AT ALL WINDOW JAMBS. JOB No: CO220272.00 7. ANCHOR EACH STUD TO TRACKS WITH A MINIMUM OF ONE SCREW TASK: IN EACH FLANGE. FIT ALL STUDS SNUG TO BOTTOM OF TRACK. 220 ATTACH ALL STEEL SECTIONS AT WINDOW HEADS AND SILLS TO JAMB STUDS WITH A MINIMUM OF ONE SCREWS OR WELD EACH ISSUE DATE: SIDE OF EACH MEMBER. ALIGN RUNNER TRACK ACCURATELY AND 10/23/2020 SECURE TO THE STRUCTURE AT 24" MAX. O.C. AND AT ALL JAMBS. DRAWN BY: 8. SPACE STUDS AT 16" O.C. MAXIMUM. CRP CHECKED: 9. LATERALLY BRACE STUDS, JOISTS, AND BEAMS AT 4'-0" MAXIMUM QO ON CENTER. DRAWING STATUS: PERMIT SET 10. DO NOT SPLICE MEMBERS UNLESS SPLICES ARE SHOWN ON THE REVISION: DRAWINGS.Q # REVISION DATE REVISION NOTES Al A A A o.*rLlc 0 C�f�48523 r H 1. p'•. �+.i'�C' 10.23.20 r SHEET No: ,,,_,,,.r•��� 0004 GENERAL NOTES SHEET SIZE 11x17 -OPYRIGHT © 2020 Pie CONSULTING AND ENGINEERING A LERCH BATES COMPANY Citv o Wheat Ridge Building Division WINDOW TO BE REMOVED AND REINSTALLED NEW BRICK VENEER TO MATCH EXISTING. SEE GENERAL NOTES EXISTING WINDOW TO REMAIN FACADE WALL TO BE REPLACED EXISTING DOORS TO REMAIN TOOTH IN NEW BRICK WITH EXISTING EXISTING ROOF OVERHANG TO REMAIN rl 2 6'-0" ± V.I.F. 5400 5400 CMU WALL 362S162-43 STUDS @ 12" O.C. TYP. 6'-0" V.I.F. EXISTING 8° O REMAIN \\- (3) 362S162-43 STUDSB (6) 3625162-43 STUDS AT JAMB AT JAMB 0 INFILL ABOVE AND BELOW WINDOW 0 WITH 362S162-43 STUDS @ 16" O.C. _ z Q EXISTING 18" PRECAST DOUBLE TEES W M c Q U W PLAN NOTES: KEY NOTES: I 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION A. PROVIDE 14 GA CLIP ANGLE BETWEEN EXISTING SILL AND NEW 2. REMOVE AND REPLACE ALL ELECTRICAL AND MECHANICAL STEEL STUD JAMB. PROVIDE MIN. (2) #10 SCREWS TO EXISTING ITEMS LOCATED WITHIN THE DAMAGED AREA AND NEW FRAMING. B. PROVIDE 14 GA CLIP ANGLE (CLARK-DIETRICH UNICLIP, FOR NORTH EXAMPLE) BETWEEN SILL TRACK AND JAMB WITH MINIMUM (4) 1 PARTIAL FRAMING PLAN #12 SCREWS TO TRACK AND JAMB. ■ la CONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) 303-552-0178 (fax) www.pieglobal.com � M C'7 W a W w LU o J � w o LD O � Q C) LU o 0 w w JOB No: CO220272.00 TASK: 220 ISSUE DATE: 10/23/2020 DRAWN BY: CRP CHECKED: QO DRAWING STATUS: PERMIT SET REVISION: QREVISION DATE REVISION NOTES Al 0 Llc 0 C�f�48523 r H 1. p'•. �+.i'�C' 10.23.20 SHEET No: ,...-.r'�.� S100 FLOOR PLANS SHEET SIZE 11x17 City of Wheat Ridge Building Division DEFLECTION TRACK 18 GA. MIN. FASTEN TO EXISTING W/ (2) 0.145" Q PDF FASTENERS @ 12" O.C. 1/2" GAP BELOW EXISTING STRUCTURE TYP. EXISTING DOUBLE TEE ROOF TO REMAIN STEEL STUD FURRING, 20 GA MIN. PROVIDE WOOD PANELING TO MATCH EXISTING PROVIDE TRIM TO MATCH EXISTING 4"± AIR GAP NEW STUD WALL, SEE PLAN FOR INFORMATION. PROVIDE BATT INSULATION WITHIN STUD CAVITY 1/2" GAP BELOW EXISTING STRUCTURE STEEL STUD FURRING, 20 GA MIN. 14 GA CLOSURE ANGLE PROVIDE 1/2" DEFLECTION TRACK ABOVE GLAZING EXTERIOR TRIM TO BE REPLACED, MATCH EXISTING 0 ti 362T125-43 TRACK, TYPICAL FASTEN TO EXISTING SLAB WITH !I 0.145 0 PDF FASTENERS @ 12" O.C. / EXISTING CONCRETE SLAB ON / !� GRADE EXISTING EXTERIOR SIDEWALK 00T • r '.°: d s• •..° .a a .° ° °• G .. •d • s ° d i—III—! I I—III °. • .. d I I i—III—! I I—III • ° ` • A. • .. d A. 1 WALL SECTION AT FULL HEIGHT WALL 2 WALL SECTION AT WINDOW DEFLECTION TRACK, SEE 1/S400. PROVIDE AND ADDTIONAL (2) PDF FASTENERS EACH SIDE OF THE JAMB STUDS PRECAST DOUBLE TEE ROOF TO REMAIN BOX HEADER, (2) 600S162-33 VERTICALS AND (2) 362S162-33 HORIZONTALS. FASTEN ALL MEMBERS TOGETHER WITH #10 TEK SCREWS @ 12" O.C. AT CONNECTION TO JAMBS, PROVIDE 14 GA CLIP ANGLE TOP AND BOTTOM OF HEADER W/ (3) #12 SCREWS. (CLARK DIETRICH UNI -CLIP, OR SIMILAR). WINDOW TO BE REMOVED AND REINSTALLED SILL PAN, SEE GENERAL NOTES 14 GA ANGLE FOR WINDOW SUPPORT, 4" MIN. FERTICAL LEG. FASTEN TO EACH VERTICAL STUD W/ (2) #12 SCREWS, 3" O.C. 5/8" EXTERIOR SHEATHING, SEE GENERAL NOTES 5/8" TYPE "X" DRYWALL TO BE REPLACED, SEE GENERAL NOTES EXISTING EXTERIOR SIDEWALK EXISTING CONCRETE SLAB ON GRADE 0 ilC� 523 C�f� r H 1. p'•. �+.i'�C' 10.23.20 City of Wheat Ridge Building Division ■ ie CONSULTING & ENGINEERING *DENVER - HQ* 6275 JOYCE DRIVE SUITE 200 ARVADA, CO 80403-7541 1-866-552-5246 (nationwide) 303-552-0177 (tel) 303-552-0178 (fax) www.pieglobal.com JOB No: CO220272.00 TASK: 220 ISSUE DATE: 10/23/2020 DRAWN BY: CRP CHECKED: QO DRAWING STATUS: PERMIT SET REVISION: REVISION DATE REVISION NOTES SHEET No: S400 WALL SECTIONS SHEET SIZE 11x17 pile CONSULTING & ENGINEERING 6275 Joyce Drive, Suite 200 1 Arvada, CO 80403-7541 1-866-552-5246 1303-552-0177 1 v ww.pieglobal.com September 1, 2020 Mr. Zach Rudd Auto -Owners Insurance Company PO Box 387 Broomfield, CO 80038 Project Number: CO220272.00 (220) Insured: LW Farone LLC Claim Number: 300-0276319-2020 Date of Loss: August 12, 2020 Loss Location: 6090 W. 441h Avenue Wheat Ridge, CO Dear Mr. Rudd: Pie was retained by Auto -Owners Insurance to investigate the commercial structure as it relates to vehicular impact at the above address. The commercial building was a loadbearing concrete masonry unit (CMU) block structure with a precast concrete double tee roof spanning in the east -west direction that was doing business as the Dollar Tree. The exterior finishes consisted of a combination of exposed CMU, brick, and T1- 11 wood paneling. Interior walls were covered with drywall, ceilings were exposed structure, and floors were covered with vinyl composition tile (VCT). For the purpose of this report, the front entrance to the store faced north onto West 44'h Avenue. According to property records researched with the Jefferson County Assessor's office online property records, the structure was built in 1963. The results of our investigation are presented herein. Purpose and Scope Pie's scope of work was the following: 1. Determine the extents of structural damage from a vehicular impact that occurred on August 12, 2020. Documents Reviewed ASTM E620-18 Standard Practice for Reporting Opinions of Scientific or Technical Experts ASTM E678-07 Standard Practice for Evaluation of Scientific or Technical Data Page 2 of 5 HQ: Denver I Minneapolis I Dallas I San Francisco PICONSULTING & ENGINEERING Auto -Owners Insurance Estimate dated August 18, 2020 for 6090 W. 441" Avenue, Wheat Ridge, CO Auto -Owners Loss Notice for Claim #300-0276319-2020 Four photographs provided by Ms. Kelly Marquez with no date stamp Belfor Property Restoration Estimate dated August 20, 2020 for 6090 W. 441h Avenue, Wheat Ridge, CO Gathered Information Pie conducted the site investigation on August 21, 2020. Ms. Kelly Marquez (Dollar Tree Manager) was present during the site visit. INFORMATION PROVIDED BY OTHERS While conducting the onsite investigation, Ms. Marquez provided information related to the property and the following is Pie's understanding of the information: • The vehicle impact was relatively slow as the patron had thought the vehicle was in reverse, but it was in drive. • Ms. Marquez had been working in this store for approximately five years. • The brick finish infill at the front of the building flanking the storefront windows was a different texture than the surrounding because the same type of impact had occurred approximately nine years prior (this information had been related to Ms. Marquez by Mr. Farone, building owner). • Ms. Marquez provided photographs from immediately following the impact on August 12, 2020 that she had taken with her cell phone. OBSERVATIONS Visual observation of the northwest corner of the structure revealed fractured brick and cracks in the mortar joints of the brick over approximately the westernmost 13 -feet of the north wall. Brick was displaced out of plane from approximately 5 -feet east of the northwest corner of the building to the west edge of the westernmost storefront glazing opening with the furthest displacement inwards into the building occurring approximately 12 -feet from the northwest corner at approximately 3 -feet above the finished sidewalk. Cracks in the brick and out of plane displacements discontinued approximately 2 -feet east of the northwest corner of the building where the brick surface texture was visibly different. Cracks did not continue around the corner to the western wall of the building. Stairstepped cracks were visible in the mortar joints of the CMU block at the western wall that di d not continue to the north edge of the wall and did not cross the vertical control joint between the brick and CMU. Glazing was shattered and covered with a temporary wood sheathing and a section of stem wall beneath the storefront opening that was covered with T1-11 siding was displaced inwards with WWW.PIEGLOBAL.COM CO220272.00 Pape 3 of 5 PICONSULTING & ENGINEERING fractured wall studs visible at the edges of the storefront opening. The opening was framed with 2x dimension lumber. A newspaper display was deformed and displaced adjacent to the storefront opening. At the interior of the building, drywall finish was displaced inward at the north wall adjacent to the westernmost storefront opening. The base of the drywall finish was displaced inward approximately 12 inches at the edge of the storefront opening and linearly decreased west of the opening. Daylight was visible through displaced brick and 4 -inch, unreinforced CMU block wall. Wood studs were fractured approximately 3 -feet above the finished floor. No cracks or spall were visible in the concrete double tee located adjacent to the displaced wall. Discussion and Analysis Damage from a vehicle impact to a brittle finish like a brick or block wall commonly manifests as fractures in the finish that concentrate surrounding the point of impact. Fractures and displacements would be expected to dissipate with distance from the point of impact. Open cracks and out of plane displacements in wall finishes are often evidence of underlying structural damage. In the case of the subject building, fractured brick and wood stud framing were concentrated approximately 3 -feet above the finished grade with displaced CMU block also visible. Such conditions were consistent with the point of impact indicated by Ms. Marquez. Further inspection of the damaged segment of the wall revealed the top of wall was connected to the base of a tee stem from the roof framing. However, due to the span of the roofing, the unreinforced CMU block and brick veneer was not Ioadbearing or carrying any of the loading from the roof. Rather, the wall supported its own weight only. Such conditions explained the absence of fractures nearer to the northwest corner of the building and along the west, Ioadbearing wall of the structure. Given the unfractured isolation joint along the west wall of the structure, the absence of fractures or spall in the concrete roof framing, the non-Ioadbearing nature of the north wall of the building, and the extents of the fractures in the north wall, the extents of structural damage as a result of the vehicular impact to the structure were limited to: Approximately 80 square feet of 4 -inch, unreinforced CMU block wall with brick and drywall finishes. A 20 -inch high, 2x4 wood -framed stem wall approximately 7 -feet long. Conclusions It is Pie's determination that: 1. The extents of structural damage as a result of the vehicular impact to the structure were limited to: WWW.PIEGLOBAL.COM CO220272.00 Pape 4 of 5 PICONSULTING & ENGINEERING Approximately 80 square feet of 4 -inch, unreinforced CMU block wall with brick and drywall finishes. A 20 -inch high, 2x4 wood -framed stem wall approximately 7 -feet long. Note, due to local instability in the CMU structure of the north wall of the structure surrounding the point of impact, the damaged section of wall should be removed and the opening temporarily covered to secure the building and prevent collapse of the wall onto patrons on the sidewalk. No shoring for the roof structure is necessary. The determinations and results described in this report are based on information available at the time of the observation and preparation of this report. Should additional information or unknown conditions be uncovered or made available, Pie Consulting & Engineering retains the right to revise and supplement this report accordingly. In addition, this report is a general summary of writings, recordings, photographs, and other information, which is available for review and placed within the job file. Sincerely, Pie Consulting & Engineering Obser and Prepared by: Corey . Schrauben, M.S., P.E. Director Reviewed by: Neil Mekelburg, P.E. Senior Construction Consultant CSS :NLM:Ic Attachments: Attachment A — Photographs k:\2020_co\co22027200\phase_220-structural\05_rpts_att_su bmtls\2020-09-01-Iw_farone-rpt.docx WWW.PIEGLOBAL.COM CO220272.00 Pape 5 of 5 pieCONSULTING & ENGINEERING Attachment A WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING 6090 W. 4411 Avenue Photos Photo 1 - Overview of the front (north) elevation of the subject building. Photo 2 - View of open cracks, displaced brick and wood framing approximately 3 -feet above finished grade near the northwest corner of the building along the north elevation. WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING Photo 3 - Overview of the damaged north exterior wall. Photo 4 - Overview of the north end of the west exterior wall with no open cracks or displacement of block. 2 WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING k, Photo 5 - View of the control joint between the brick veneer and the loadbearing CMU at the north end of the west exterior wall. Note stepped cracks in the CU mortar joints that were hairline. Photo 6 - View of the brick and T1-11 fagade at the northwest corner. Note the absence of cracks and displacement. 3 WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING Photo 7 - View of the visible out of plane displacement of the north exterior wall looking east. Photo 8 - View of brick fractures and the brick texture contrast at the western edge of the damaged area of the north perimeter wall. 4 WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING f : 1' S1 x� Photo 9 - View of the displaced wood -framed stem wall at the base of the broken storefront window. Photo 10 - View of the interior of the impact location. Note the displaced wall finish. 5 WWW.PIEGLOBAL.COM P12CONSULTING & ENGINEERING Photo 11 -View of 4 -inch unreinforced CMU wall between the drywall finish and brick veneer. Photo 12 - View of the top of the 4 -inch CMU wall terminating beneath the concrete tee stem. WWW.PIEGLOBAL.COM piaCONSULTING & ENGINEERING Photo 13 - View of the front elevation of the subject building provided by Ms. Marquez from the evening of the impact. WWW.PIEGLOBAL.COM ■ ie CONSULTING & ENGINEERING 6090 w 44th ave Prepared for: Auto -Owners Insurance Claim Number: 300-0276319-2020 Property Address: 6090 W. 44th Avenue Wheat Ridge, Colorado Date: September 1, 2020 Investigation by: Corey S. Schrauben, M.S., P.E. � scti� Ns� UC �?may Lp. 41379 1 Page 1 of 5 9-1-2020 03/06/17 Or Current Owner/Occupant DOLLAR TREE 4269 N 26TH ST BOULDER CO 80304 Regarding Permit: 201501353; Install self-contained walk-in cooler. Plug in connection using existing electrical circuits. 6090 W 44th AVE, Wheat Ridge, CO 80033 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 09/03/15. Our last inspection related to that permit was on NONE. The permit expired as of 09/02/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before March 31, 2017, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff tom, RETURN TO SENDER NOT DELIVEPABLE AS ADDRESSEDi UNABLE 1O WARD p a r a 042-- �V547 � # *'CE USE ONLY t, < s rrwr r, N r • • .. ,� 11 t " ' " .. w N " .: r a ifi ....' k � b ., 1 '•` & B : ,:; tl P �:' @ ,i, tx ..: t #' G ! iF.. ,.. N dr. Al�. a � MMM tu. a?'x � a w � t, ti rui r # + +! Aar; / s ^` " '" � • a r r n w ..A� • 'a t,,• a.. W.R. e 1 ELECTRICAL SERVICE UPGRADE COMMERCIAL ROOFING 'DENTIAL ROOFING OW REPLACEMENT e eck, etc.) , deck; etc,) kCEMENT° SENT' IEMEIVT2111— ., iYIJ ..'� i. • . I i h� iigi �llllii rl jJIM . • dal �� s s Division Valuation: C It v OE, "NA U N I IN I ) VVE LCA"N"I U,-4 f, I *. #1 -A 0 9 WA D&MAM Plawpormit # Address - City, State, Zip: Complete allinformation on BOTH sides of this form COMMERCIALNEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOWREPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR o w*w« REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT a 1119 &k�-cffy\oifti cocer Vl\k� k Sq. FULF Btu's Gallons Amps Squares Q r NSFInternational OFFICIAL LISTING NSF international Certifies that the products appearing on this Listing conform to the requirements of NSFIANSI Standard 7 - Commercial Refrigerators and Freezers This is the, Official Listing recorded on October 6, 2010. Hill Phoenix Walk -Ins 505 Pecan Street Suite 200 Fort Worth, TX 76102 817-339-2100 Facility: Chino, CA I-IrefabrIcated Walk -In Refrigerators and Storage Freezers - Custom Built. Walk -In Door 3500 [I] Supplied WiLh or without refrigeration components or shelvirg Facilityr Conyers, CA Prefabricated walk-in Refrigerators and storage Freezers - Custom Built [13 COMPONENT's Prefabricated Walk-in Refrigerators and Storage Freezers - Custom Built [21 M With or without floors, with or without shelving - with refrigeration. Listed with walls and ceiling made of any of the following materials, Stainless steel, galvanized steel, white coated galvanized steel, aluminum. 121 With or without floors, with or without shelving - without refrigeration. Listed with walls and ceiling made of any of the following materials- Stainless steel, galvanized steel, white coated galvanized steel, aluminum. Note: Additions shell not be made to this document without prior evaluation and acceptance by NSF International. 1 of 1 32860 78'1,� N, Di%txwo Rtmd, Ann Ar6or, %AiOigati 48 105-9723 USA � M w 0.M � /kM AIM IM iIIF M IIF � IM M M i i M. I � F M �F F • • • !F I * � MA dr � � YN � 1F1 M � � � � Y i tr � A tM \ i �' * NF a F � t • fi ! � i.... M a M 16. M • i. • R ♦. A M M II: * � � a ! yF � � M < .. ,. INF r IMF ii • •. * Ilk tlM ` • 4 '�,: M II` m f I I W. TZ RM F1 . ........ f I I W. TZ RM all, till 2 m 0 t nil Lij t . . . . . . . . . .. . . 0 ig •ani Monte Vista Ave CA 91710 Phone: 90-0-592-8830 "Notice, The purpose of this document is to explain basic installation procedures, Proper care, N '" li ♦ " ♦ n All panels should be carefully inspected to ensure that no damage has occurred during the shipping process. If there is any damage to the product at this point, a claim will need to be filed with the shipping company and all damage x :. to ,... notedon the bill of lading. Immediate notification PHOENIX Service/Installationw M • a s ki i w f w "w w w w M 1 ♦ ! w 1 # •' !1 '.... t r U Hill PHOENIX Walk-ins creates a Panel Packing List that can be found attached to the pallet of panels and d w • w : This list win show you "^, panels that are contained on the pallet, r d the location of the panel packingThe ill "`.'. to e removed and each pallet need #:.inspected .w+. parts been panel label below)matched packing w each panel is accounted for on the packing list. Y j1tLi��t � 4Y�1 + } fr y pp V?4 i," OM NAME '- „`;;aa,sV1 i9t.M1, f c1 . ro �'f ,U'^1'`$ D **IMPOR'TANr* - If any panels are missing at this point, you must contact Hill PHOENIX Walk-ins immediately, so the situation can be resolved. Before laying out the box, or assembling any panels, the building floor should be cleaned of all debris and the floor will need to be checked for level. These steps can save installation time and help to ensure that the box seals property. [Kni► aITT 001[1� The perimeter line must be square and parallel. Use the 3, 4, 5 Rule of Squaring to ensure that e first (2) walls are at 90", unless noted different on the drawing. If applicable, always start your install at a 900 comer to ensure that the box will be square. See the figure below on how to use the 3, 4, 5 Rule of Squaring. ; �'\bg 1 19 Y Z i''A�yx4L & 3 OM NAME '- „`;;aa,sV1 i9t.M1, f c1 . ro �'f ,U'^1'`$ D **IMPOR'TANr* - If any panels are missing at this point, you must contact Hill PHOENIX Walk-ins immediately, so the situation can be resolved. Before laying out the box, or assembling any panels, the building floor should be cleaned of all debris and the floor will need to be checked for level. These steps can save installation time and help to ensure that the box seals property. [Kni► aITT 001[1� The perimeter line must be square and parallel. Use the 3, 4, 5 Rule of Squaring to ensure that e first (2) walls are at 90", unless noted different on the drawing. If applicable, always start your install at a 900 comer to ensure that the box will be square. See the figure below on how to use the 3, 4, 5 Rule of Squaring. ; �'\bg 1 19 Rev.042612 m 3,4, 5, RULEW SQUAWING 24' 12' 61 3' 0 m m f)ttdr. WAI I MEASUREMENTS WKI BE THE SAME Now take half of the wall thickness and add that to the inside of the lines that you just chalked. Th will give you the center point for the screed to be laid out. i 9 "111 Po"CNEMI.M. iv. 2612 LOMPM nol nave a 119FIL J0111 "'tTOTI-11 and relocked. (Note: To reset the Cam Lock you have to first make sure that the Cam Lock has been fully turned to the locked position and then turn the cam in a counter -clockwise direction until it cannot be turned any further.) "AN C AM �,Vff NCH THK ME f, T KM � D KA V, @ U(A I M"A CAM WRi NU HVi f JEHOW11 C,AM t CX', RAND k40(* Once again it is essential that the area where the unit(s) will be installed is clean of debris and is level. If this step has been skipped, it may cause a poor installation which will cause future issues with th unit(s). It is important that you review the production prints before starting an install. Review the details o the print to see what type of screed will be used and the proper installation of the screed. Once thescre is installed you can begin installing the wall and corner panels. See the two figures on next page showin an incorrect install and a correct install. W A L K,11 NS INCORRECT INSTALLATION MEMEREEREMMIUM CORRECT INSTALLATION PANELS ARE LEVEL AND a • Ott t t tt~ t .P t . w # t • • a • • t +�� �a���► a• �� • art � ,.� � � . � e � � lit fit t il�z�l�� m 6 v.042612 f", N Z37-1- IMMIFTI=VTO-�M It is very important that you make sure that all openings are square and match the dimensions gi on the production dravvings. When installing openings that contain Reach -in doors or Windows, use a spare piece of lumber c to the correct height as shown on the production drawings, to ensure that the height of the opening is correct. For manufactured door sections, use the same technique, but on the width, to ensure that the bottom of the door opening is the same width as the top. You can also use the diagonal method to check for square. See examples below. I MANUFACTUREDOWA SECTION EXIMMOMM MEZMMIMMMM GtASS MWA /' WtNDOW OPENING M W A L K41 NS M Rev.042612 fl, -XCI 1"" 1", 27 a �Cw~ Listed below are the instructions on how to service the Hill PHOENIX Walk-ins new jamb guards. The new style of jamb Hill PHOENIX Walk-ins provides with swing doors can be ordered as a complete assembly as shown below, or as single parts. Please note that when removing the plastic thermal break from the jamb it can no longer be used and a new thermal break will need to be ordered to replace Heater I rack and HeaterWim (�rcczcn. only) JarnbGuard Assembly Wood Screws JaribGuard MMA"' Fh Rev, 2632 Installation rc rs and Issues Contact: Junior Burnside Service/install Manager 8 1 ) 339-2111 Tony Cerra!! Project Manager East Coast (7 70) 235-3051 Mike dle Project Manager Central ) 339-2140 Mike Weyant Project Manager West Coast (909) 664-0836 John Stocks Product • -2112 Georgia Manufacturing and Sales 8 Fort Worth, Main Office 817-339-2100 California Manufacturing and Sales 909-592-8830 IN W A L 9 NS 9 Building Permit Application (Complete ighli d ars Property Adifness: Property Owner (please print):_]�� ! Address: City, Stats,Zip: ,,1w,V c R SquaresGallons w.: pZ « s------------------ * of ':♦ � • zonjnq� V �ee Revievoer, PUBLIC O S, OCCUPANCY. Reviewer: FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review required7131d7aValuarion.- Stop 1: Determine ft square footage of the buy Building size (insquare feet): (This, All be Inserted in -the fonnula below) appropriateStop 2: Complete the If the building is 0 — 1 500 square feetip size, =b- 5,001 + 500 = Ei:= + 100 E= Building size Allowed sign size III iiiiiiiiiij rRiplillignill F111111111 50,001 1,000 Building size ADowed sign size E]Check here if the sign is mdsting and you are rePlacing a cabinet or face with the size in the submiftl package for ,.,v,+cthis sheet and indude., you must any new wall signs. you wHJ also need to create a sft plan and a detail sheet of the signage. vt .fix Contractor You are allowed i square foot of signage 1br every I linear lbot of wall to whichyou are attaching a sign. All wall signs must be adjacent to a street r major Interior drive., Stop 1: Measure e - hers you -are- afteching1he sign: t t For most freestanding signs, the ma)(Imum height is 16 feet For properfies within % mile of the ' interstate, fteestanding signs may be 50 must be selback at least 30 feet froa Stqp 3: DeterrWine ft height of the new sign: � 9 , The new proposed freestanding sign,Mll RtEFCL feet talL The ewproposed sign mAll be e. t {.¢ 265-603 of the Code ie r of Laws. T uuyy; R l C'ONINI ENTS', I El Nq ... . . ... ... .......... .. ----- - -- --- --- I CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110881 Issued: 08/11/11 Stipulations: Repair Building Due to Vehicle Impact. 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: 6090 W 44TH AVE Parcel Number: 39- 243 -01 -010 Owner: Lou Ferrane 6090 W. 44th Ave Wheat Ridge CO 80033 Contractor: Belfor USA Group, Inc. 185 Oakland Avenue Ste# 150 Birmingham, MI 48009 For the Following Purpose: Commercial Miscellan Code Editions NO change shall be made in the USE of 2006 ICC /2008 NEC this building without prior notice L� 006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Zoning Administrator f / CERTIF C�TE MUST BE POSTED BY FRONT DOOR OF ( / COMMERCIAL OCCUPANCIES 08/15/11 09:40:33 City of Wheat Ridge Page i bp701 -1s PERMIT INFORMATION - 110881 mmackey PERMIT INFORMATION: Permit #: 110881 Address: 6090 W 44TH AVE Permit Type: Commercial Miscellan Parcel Cd: 39- 243 -01 -010 Permit Dt: 07/27/2011 OWNER: Lou Ferran Expires: 07/26/2012 Address: 6090 W. 44th Ave City /St /Zip: wheat Ridge CO 60033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 1 SetBacks- Front: 0.0 Funct Use Unassigned Last Zone DL Left: 0.0 Subdivision: KAREN Annex Dt: flight: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Repair building due to car impact FEES QTY DUE PAID: Permit Fee 4,170.40 125.05 125.05 Plait Review Fee .00 70.98 70.98 Plan Review Addtiona .00 10.30 10.30 Total Valuation 4,170.40 .00 .00 Use Tax 4,170.40 75.07 75.07 ---- - - 281.40 - - -- --------- 281.40 CONTACTS: owner Lou Ferran 6090 W. 44th Ave Wheat Ridge CO 80033 3034404190 go CL1 Belfor USA Group, Inc. 165 Oakland Avenue Ste# 150 Birmingham, MI 48009 2485943188 sub CIA Marnady Electric Service Inc Duane Tidwell 10940 Moline St. Henderson, CO 80640 3039207101 PARCEL INFORMATION: 10 Structure Type 101 20 Year Built 1963.00 30 Property Type COMMR PERMIT CONDITIONS: KC: Approved per plans and red -line notes on plans. Most comply with 2006 IRO, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 07/27/11 reviewed and approved D.O.W. 07/27/11 CREATED FROM APPL# 11 -0206 07/26/11 Put on plan's examiner desk for KC to review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS UT STATUS 1 MLS:Mesh /stucco /lath 01 -9232 07/29/11 no KC O8 /01 /11 08/01/11 COMPLETE 2 DWS:Drywall screw /nail 01 -9232 08/02/11 no KC 08/03/11 08/03/11 COMPLETE 3 efi:Electrical Final Ins 08 -0192 08 /10 /11 no BCSI 08/11/11 08/11/11 COMPLETE 4 BFI:BUilding Final Insp 01 -9232 08/10/11 no BCSI 08/11/11 08/11/11 COMPLETE - - - -- - - -- — T - - — r Y �FNSPECTION RECORD - - -- / tp INSPECTION REQUEST LINE: (303) 234 -5933 — Oc�up2riCVlType Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter UO Not Four GOncrete linor 10 ADDroval Ot The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing,(Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath /Wall Tie i4 /b Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw/ Nail Final Inspections ate Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame g / ff Landscaping & Parking / Planning Dept. , Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. * *Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 0 Ilk uccupancy Is Not Permitted until A Gertiticate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE �f Building Inspection Division (303) 234 -5933 Inspection line (303), 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type s�— Job Address _4'c:> 9 J • r � {tr Permit Number 00 9"OY e o No one available for inspection: Time AM /PM Re- Inspection required: Yes C"Nl *When correctio have been made, call for re-insp at 303 - 2345933 Date: Inspector: ° __L IZ DO NOT REMOVE THIS NOTICE 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 F J Job Address �O P6 - e__ Ore Permit Number r-, (`E -'S is r t:- r ❑ No one available for inspection: Time AM /PM No Re- Inspection required: Ye When co 1 ecti ns have been made, call for re- inspection at 303 - 234 -5933 Date: zs / it Inspector: t DO NOT REMOVE THIS NOTICE 4 CITY OF WHEAT Building Inspectioi (JUJI - 10, (30,3) 235-28.1 INSP 9 ' a j'a i I �_. o No one available for inspection: Time Re-inspection required: Yes When corrections have been made, call for re-inspection at 303-234-593� Date: V511 Inspector: DO NOT REMOVE THIS NOTICE �� �.. �:, > �- 4 r 40 000r- City of Wheat Ridge Commercial Miscellan PERMIT - 110881 PERMIT NO: 110881 ISSUED: 07/27/2011 JOB ADDRESS: 6090 W 44TH AVE EXPIRES: 07/26/2012 DESCRIPTION: Repair building due to car impact * ** CONTACTS * ** owner 303/440 -4190 Lou Ferrane gc 248/594 -3188 01 -9232 Belfor USA Group, Inc. sub 303/920 -7101 Duane Tidwell 08 -0192 Marnady Electric Service Inc ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0390 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Plan Review Fee Plan Review Addtiona Total Valuation Use Tax ** mnmar. ** ESTIMATED PROJECT VALUATION: 4,170.40 FEES 125.05 70.9 10.30 .00 � 75.07 l � OP1 An Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. 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, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities e it a is document as parties to the work to be performed and that all work to be performed is disclosed in this do en an or ts',accompanying approved plans and specifications. C _Z7 Signa ur of 0 NER OZ CONTRACTOR (Circle one). Date 1. This pe mit 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. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature o Building Offical Date INSPE "ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUES S MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge 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 Date: Plan# I J — ozo , Permit# 11 0991 Property Owner (please print): 1p y�l P� Phone: 90 3 Mailing Address: (if different than property address) Address: City, State, Zip Contractor: Contractors License M Phone: Plumbing: - Mechanical: City License # City License # City License # besctl / ra °of work' > ecyr im�4c_l /17 X 'fc /c � b'�ireck ves7ee r Contract Value: Review Fee at time of submittal): m 9c G �G%/y1 i .2 Squares BTU's Gallons Amps Sq Ft. O OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed 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 REPRESEN T JVLOWNER, (CONTRACTOR) PRINT NAME: Cai /a -� SIGNATORE: DATE: 7MENT ❑approvetlw %cgnlnents �disappfoue ❑ nore��e�v'required'� BldgValuation:$ / 7O- z/a BELF ®R tOl Belffor Property Restoration 5080 Kalamath Street Denver, CO 80221 Tel: 303- 425 -9700 Fax: 303-425-9499 Fed ID # 84- 130917 Client: Family Dollar Property: 6090 W. 44th Ave Wheatridge, CO 80033 Operator Info: Operator: MATTHEWD Estimator: Position: Business: Type of Estimate: Date Entered: Date Est. Completed: Price List: Labor Efficiency: Estimate: Matthew Donley Project Manager 5085 Kalamath Street Denver, CO 80221 Vehicle 7/11/2011 Date Assigned: 7/11/2011 7/11/2011 Date Job Completed: CORE7X_JUN11 Restoration/Service /Remodel FAMILY- DOLLAR THIS ESTIMATE IS BASED UPON A VISUAL INSPECTION OF THE PROPERTY. THIS ESTIMATE DOES NOT ADDRESS BUILDING CODE UPGRADE REQUIRMENTS. IF ADDITIONAL COSTS ARE NECESSARY DUE TO CODE ENFORCEMENT OR THE DISCOVERY OF HIDDEN AND /OR CONCEALED DAMAGE A SUPPLEMENTAL ESTIMATE DOCUMENTING THE ADDITIONAL COSTS WILL , BE PRESENTED TO THE OWNER. A SIGNED CHANGE ORDER WILL BE REQUIRED TO COMPLETE ADDITIONAL WORK NOT SPECIFICALLY LISTED IN THIS ESTIMATE. 2006113C, IMC, IPC, IPMC, IECC, IFC, IFGC; 2005 NEC; NFPA 99 an( ICC /ANSI A117.1 - 2003 )epartment DATE Validity of permit: The issuance Of a permit or approval of plans, specifications. and. computations shall not tbe apetmit for, or an approval of, any violation to 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. Owner: (303) 440 -4190 Manager: (303) 421 -4317 Business: (303) 425 -9700 E -mail: Matthew.Donley @us.belfor. com APPROVED Subject to Field Inspections Wheat Ridge Building Dept. z1z1� Signs :.......Plan C� hecker HELF ®[R Belfor Property Restoration 5080 Kalamath Street Denver, CO 80221 Tel: 303-425-9700 Fax: 303-425-9499 Fed ID # 84- 130917 Interior FAMILY - DOLLAR DESCRIPTION QNTY Built temporary wall inside store to allow normal operations during repairs. 1. 2" x 4" x 12'#2 & better Fir / Larch (material only) 20.00 EA 2. R &R Sheathing - plywood - 1/2" CDX 144.00 SF 3. Carpenter - General Framer - per hour 4.00 HR Move content to allow repair and return upon completion. 4. Content Manipulation charge - per hour 4.00 HR Electrician will need to detach and reset conduit to allow repairs. 5. Electrician - per hour 4.00 HR 6. Remove Ground fault interrupter (GFI) outlet 1.00 EA Movement of exterior masonary will require drywall and framing on the interior wall to be removed to repair exterior wall. Drywall and framing on the North elevation will be remove to within l' of Northwest corner of building. 7. R &R Metal studding, 2 1/2" wide, 16" OC, 25 Ga. 150.00 SF 8. R &R Rigid foam insulation board - I" 138.00 SF 9. Batt insulation - 4" - R13 30.00 SF 10. R &R 5/8" drywall - hung, taped, ready for texture 150.00 SF 11. Texture drywall - smooth / skim coat 150.00 SF 12. Seal then paint the surface area (2 coats) 150.00 SF 13. Mask and prep for paint - plastic, paper, tape (per LF) 40.00 LF 14. Floor protection - corrugated cardboard and tape 120.00 SF 15. Scaffold - Minimum charge 1.00 EA 16. Cleaning Technician - oer hour 4.00 HR NOTES: ,APPROVED Subject to Field Inspections Wheat Ridge Building Dept. ...... .. Plan Exterior FAMILY- DOLLAR 7/20/2011 Page:2 BELF ®R t j Belfor Property Restoration 5080 Kalamath Street Denver, CO 80221 Tel: 303 - 425 -9700 Fax: 303-425-9499 Fed ID # 84- 130917 DESCRIPTION QNTY NORTH ELEVATION REPAIRS Electrician will need to detach and reset conduit to allow repairs. 17. Electrician - per hour 4.00 HR 18. Remove Ground fault interrupter (GFI) outlet 1.00 EA Remove damage siding at the top of north elevation wall to allow repairs 19. R &R Siding - hardboard panel - paint grade 5100 SF 20. Trim board - V x 4" - installed (cedar) 52.00 LF 21. R &R Storefront - aluminum anodized frame - Double pane 54.00 SF 22. R &R Brick veneer 58.00 SF 23. R &R Block - 10" x 8" x 16" - in place - reinforced 45.38 SF Clean brick, siding and soffit to allow for painting 24. Clean with pressure /chemical spray 229.00 SF 25. Mask and prep for paint - plastic, paper, tape (per LF) 50.00 LF 26. Seal block with masonry sealer 125.00 SF 27. Seal & paint wood window (per side) 2.00 EA 28. Prime & paint exterior soffit - wood 104.00 SF NOTES General Conditions DESCRIPTION QNTY 29. Taxes, insurance, permits & fees (Bid item) 1.00 EA Labor to pull perm t, meet inspectors and schedule repairs with tenant and owner. 30. Commercial supervision - per hour 4.00 HR 31. Haul debris - per pickup truck load - including dump fees 2.00 EA NOTES FAMILY- DOLLAR APPROVED Subject to Field Inspections /7 7/2012011 Page:3 Checker oF wHe4r~ ~ ~m City of Wheat Ridge °OLoRpV° Commercial Roofing PERMIT - 070144 PERMIT NO: 070144 ISSUED: 02/28/2007 JOB ADDRESS: 6090 44TH AV EXPIFtES: 08/27/2007 DESCRIPTION: Re-roof; EPDM single ply - fully adhered. 1 existing roof CONTACTS owner 303/956-5644 Ingalls 44 LLC - Family Do11ar gc 303/781-5454 Craig Garey 02-1224 WeatherSure Systems, Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY - ESTIMATED PROJECT VALUATION: 35,341.00 FEES Permit Fee . 653.13 Total Valuation .00 Use Tax 636.14 im TOTAL 1,289.27 S•0a Comments: //J/O (i Z;q I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulatio of the City of Wheat Ridge or covenants, easements or restrictions oE record; that all measurements shown, and a11 ations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I as me ull n'bility for compliance with the Wneat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge r' a s, for ork under this per/mit. Plans subject to field inspection. Z/ Zu/O 7 Signature of co~tor/owner date 1. This permi was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of olorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordina es of the City. 2. This permit shall expire 180 days fmm the issue date. Requests for an extension must be received prior to espiration 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 nosmally required, provided no changes have been or will be made in the original plans and apecifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Eull fees shall be paid for a new permit. 4. No work oE 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 cazd before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pesmit for, nor an approval o y viol E the provisions of the building codes or any other ordinance, law, rule or regulation. pic All pla e is jectto fie 'r.spections. . Signature of Chief date INSPECTION RSQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"EAr~, BUILDING INSPECTION LINE - 303-234-5933 Date: ~ aCITY OF WHEAT RIDGE ~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~OLORAO~ APPLIeATl4N l1d'~ PropertyOwner: SKaaL\.S ~~i!'~,t ~-c(~' F~.~\ Scnrp -pU 7 Property Address: ~a70 ~ , `f'( IlV~~ IA~~' ~ityyl! ~CID Phone: Cont actor License No.: Z.l Z2J-} ~ ComPanY: Phone: 3•1'61•54$4 tOm. OWNER/CONTRAC70R SIGNANRE OF UNDERSTANDING AND AGREEMENT BuildinqDept Valuation Figure: $ S~ 34l.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulalions of ihe City of Wheat Ridge or covenants, easements or restrictions of record; fhatall measurements shown, and allegations made are accurate; that I have read and agree to ahide 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 ermit. Plans subject to feld inspection. (OWNER)(CONTRACTOR):51GNED DATE Z~ Ol (OWNER)(CONTRACTOR):PRINTED DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax: TOtal:$ Use of Space (description): Description of work: ~04 j~,eccvet,- ~POM, $tirksl,t, 7pkl " Aoheoc.0 , n~ore.: o~~,~ 1 e~~~stw. Pco~. new - Sq. Ft. added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in aaortlance with tY:z provisions set forth in your application and is subjeclto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Nfieat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work aulhorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension 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 pertnit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notiy the Building Inspector hventy-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 specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subjectto fieid inspections. Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAW S OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 15841 Tenant Finish OWNER: Familv Dollar Stores ADDRESS: 6090 W. 44"' Avenue PROPERTY ADDRESS: 6090 W. 44' Avenue. Wheat Ridge, CO 80033 CONTRACTOR: Keller Construction. Inc. DATE 8/22/2003 CHIEF BUILDING ZONING ADMINIS' M M > C" z Lf) a a U ~ \ N NI W Z Z ~ p ~ W J m ~ w cy W = ~ m ~ Z ~ , Z a J W ~ J U) 0 a ~ Z U) ~ O ~ U cr a U ~ ~ Z ~ 2 ~ U LLI N Z 0 LLI cr 0 ~ U O N ~ 2 14* C*04 :O N Q o a Q M ~ ~ O O J W ~ ~ O ~ o U ~ w ~ W ~ ° ~ O ~ W FM ~ w ~ v ~ ~ ~ a w H ~ 0 F- Q I1J W a ~ N 3: Cf) Z LLI 0 0 LO 1~- z J ~ ~ w a 0 ¢ 2 ~ ° ~ p Z m ~ m ¢ Q CYJ Z z ~ ~ ~ m 0 ~U w v ~ o . z ~ w ¢ ¢ ~ o U q ~ W cr O U m w 0 0- z v_> - ~ 0 0 Z z ~ Er W ~ ~ Q o ~ J J a z ~ ~ ~ ~ ~ ~ Cc 0 a z O U) U z U _ ~ W a °c (n O ~ _ y ` c p o 2 o . ~ ' C 0 O L o a, c io ~ ii 0 w z c? U) z W W m Cl) a W > 0 m Q J H Z D w ~ w CE U z 0 U 0 z Ir D 0 ~ ~ ~ a ~ Y i . O O ~ a c 3 a U) ° 0 ~ Cj ~ ~ m W ~ 2 0 W z cD z w W m Q > 0 m Q J H Z D (r 0 0 ~ 0 02, ~ os 0 ~ v ~ 1~ ~ . ~ ~ ~ u . Q INI O o ~i , ~ Q d ~ a ~ ~ xs m m ~ ~ o~ ~ C ~ ~ ~ ~ E ~ C m ~ , N w 7 a ~ _ E ~ m z R m m p1 06 06 a ~ ~ ' O CL O Q ~ Q O ir cz LL N C ~ ~ O ~ N CC ~ W LL 41 W ~ d (D 2 t0 LL O CC ~ LL N d U. Q a U. P W Q J w W ~ Z N~ W ` ~ ~ ~ z ~ d U cn avmP ~ ~ U Z LU O C~j a A U O City of Wheat Ridge Community Development Deparhnent Memorandum oF WHEqT _ 'o o m C~LORP~O TO: Darin Morgan, Chief Building Official Community Development FROM: Mary Austin, Planner SUBJECT: Family Doliaz Building Permit venue DATE: August 21, 2003 CC: Building File A site inspection was performed on August 21, 2003 to determine outstanding items for completion prior to issuance of a certificate of occupancy. The following items need to be addressed: 1) On-site signage and pavement mazking for intemal traffic movements and signage for the handicapped parking spaces aze not complete. 2) Parking space shiping is not complete. 3) The wall lighting fixtures do not comply with city code requirements. Per the approved Final Development Plan and Section 26-503 of the Code of laws: All exterior lighting fixtures shall be fully shielded and downcast so that directly emitted light falls within property boundaries. The source of illumination may not be visible. If it cannot be ascertained that there is no light spillover, a photometric report may be required. 4) Information regarding type of light fixture is needed. Only high-pressure sodium (HPS), low pressure sodium (LPS), or incandescent fixtures are permitted in commercial areas. COMMUNITY DEVELOPMENT DEPARTMENT Buiiding Permit Number : 76085 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/18/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: FAMILY DOLLAR Property Address : 6090 W 44TH AVE Contractor License No. : 20597 Phone : Company : Dailey Services, L.L.C. Phone : 455-0889 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 Code (U.B.C.) and all other applicable Whe idge ord' a , r wgrk under this permit. ~ (OWNER)(CONTRACTOR)SIGNE ~L DATE S'IP/'O3 Description : FIRE ALARM INSTALL - EXISTING STURCTURE Construction Value : $10,937.50 Permit Fee : $253.90 Plan Review Fee : $0.00 Use Tax : $131.25 Total: $385.15 Use : . 50 BUILDING DEPARTMENT USE ONLY Zoniirg~Comments~ SIC : Sq. Ft. : Approval: Zoning : Bu`i din ~Com" ents ? ~ ~.u 9 Approval : Public Works`~Commenfs:j Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pertnit was issued in accordance with Ihe provisions set forth in yopur application and is subjec[ to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days trom issue date or (B) lhe building authorized is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment . ezceeds one (1) year, fuli fees shall be paid for a new permit (4) No wodc of any manner shall be done thatwiil change the naturai Flow of water causing a drainage pmblem. (5) Coniractor shall notify ihe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proce g with succ ssive phases of the job. (6) su n it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pr ~si .00 e u' in codes or any other ordinance, law, rule or regulation. Chief Buildin Inspector Please sign Terms and Conditions on reverse side of page. cF w~_5 COMMU]VITY DEVELOPMENT DEPART114ENT Building Permit Number: P BliILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AN'ENUE WHEAT RIDGE, CO 80215 - (303-235-2855) C~L pR PC~ ;~~PLIcATIvN Property Owner: Property Address: Contractor License No.: FAM(uV DouatiZ Cj~,O 4'o w. 44-n,4. 20597 Phone: Company: DRll.ZZY 5E~1fCCS,(,CL Phone:303/9'S$-088~ OWTER/COT7RACTOR SIG\A'R'RE OF UNDER57A'.CDtNG ATDAGNEE9fERT i hemby certify that the setbacA distances proposed by this pennit application are accurste, and do not violate applicable ordfnances, rules or regulations of the Ciry of Wheat Ridge or corenanu, easements or restrictions of record; ihat all measuremenu showm, and allegations made are accuate; that I have read and agree to abide by ali conditions printed on this application and that 1 assume full ruponsibility for compliance with the N'heat Ridge awiding Code (U.&C) and all other applicable R'heat Ridge Ordinances, for work under this pertnit. (Ak'.SF,iy(CO!:TRACI'OR): DESCRIPTION: 'rlfZ-~ f~Cxk~+~ ~h[stAl' _ /+.5 ' - ENsrrn.b Srt'g~za,cp Construction Value:$ 10,437•S6 Permit Fee:S Plan Review FeeS Use Tax:$ TOt21:$ CINECLCruT.) BUILDING DEPARTMENT liSE ONLY SIC: Sq.Ft.: 20NING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: - PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Uniu: Electrica] License No: Plumbing License No: Mechanical License No: Company: Company: Company: Eapiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pemiit waz iuued in acmrdance wifh the prorisioac sa forth in wur applicaeion and is subject to the Uw5 of Ule Sum of Colorado and m ihe Zoning R<gulaUOns and Bulding Codes of 'iTwi Ridge, Coloado or any other applicable ordinanccs of the Ciry. Thispermitsha0<xpittit(A)theworkauthorizediino, commcncedwithinsisn'(60)daysfromfssu<daleor(B)tlubuiidingauWOnzedissuryendedor abandoned for a penod of 120 days. 13) If tM1is pemtit expires, a new permit may be acquirsd for a ke of one-half Ihe amouni nomiaily requi¢d, yrovided no changes hare been ot will be made in the original plans and syecifications and any su5yension or abandonmrni has not uceeded on< ( i)year. If changes have bttn or if susyrnsion or abandonmrnt ettttds on< (1) year, fu0 fees shall bt paid for a n<w permit (4) \o uork of mY miun<r shall be done Ihat vdll change the naanl flow of wamr causing a drzinage pmblem. (5) Convaaor shall notify the Duilding Inspecwr Mrnry'-four (28) hours in adrantt for all inspectlons and shall rettive writ¢n appmeal on insyecfion card befott pmceeding wifi successive phaus of thejob. (6) The issuanc< ota yetmit or Um appmvai of Mwings and specificafioas shali not be m2svued Io be a pemiii for, nor an aypmval of, any riolauon of the pm.isions of the building codu or any other ordinan<e, law, rule or rcgula4on. Chief Building Inspector uN~ i~C- n.a~ _ ~ ~ 5 T P ~a~R ~ ~ . f ~tAN~ A~. 5~~~;oa b+~}. TI PRO~uc .r C■ ~.w.~wiw - ---L--- j~.~=-_=-- ❑ t p a~,~ a2s1 souTHNnT ~ ~ ~ FI a rN r v b~~. SHER1pAN, C0 80 e., ~ (r ~krk O~F~cE (303) 788 ~ { rabk. 0 N~ 3 ~ yp ~ z z t t~--,- ►i ~4} g o~ ~ . TE~1tw~Al. ~~~iMt~o~( 0 2$ 1 SOUTH NATCHES COURT SUITf K ~ m t~~' P t~,p~.(~ ~ HER/DAN, CO 80110 ~ ~w~a~k~. ~~z~~ckc~ q3t~{, ~ /2 n7),7uu (14lZn_ FaV 120 1) 7RI.AR4_ d _ 5 /s ..,.r...._...,._. i Y ~ uc~ a~ ~tc.k~r ~~,p~+y . P ~ , , _ . . ~Q~ , • ~ ~~,~si~t~ I~O~AC +i S~1 11~a~111 R~►~~~~ ~ ~ + ~~u~a~. b►~. 2~ a 0 m Ack~«ssa P su. s~aa ~A~~' ~ ~ ~Aw~ ~~'m~ p, SA'!~E a , u V ~ ~ a ~ _ ~ s~ Pho«E l.cruc ~ ( ~ ~ t{ ~1t~~ t~~~~.c o~ 4,~~_, ~,~M~ i.,,~~ a , rE~~~b ~ p ,a~~ 6090 West 4~ T,.. , timating Facility ~ _ _ . _~..w~~.,.,~ ..r_~...w,...~.~,~.._...~P.,_...~~...,~.. ~ ~ '~iC~~:~itt _ . . _ . ~ CC _ . _ ~ _ . _ ._.....n..~...._...~,...~ ~ , _....n.._~......._ _ _ , , , ~ . : . . . For - Farm Insurance a ~ 509Q West 44'~': Avenue ;at R,idge, Colorado . 80033`` x . ~ ~ o ~ o ~ c~ ~ ~ ~ ~ t~ ~ T~'~ tckcoN (~~A ~ ~ y ~ _~_w_._._~..~..._.._._.._._._. . ` i RatteryCalculataons ~ .u~•etlt Di~~~in, Devises Stsnd ~ EGIR - x i ac41 ; ~ ~ ~;l ~ ]~:i;_j~ 4~FSt?C;IJC'Slc~^.r ~:S~t~S ~ ~ ~ ' ~ d'd. w~ 3~~111 J~li5U1' ~r:a}~lSJ ~ ~ ~ _ ~ _ _ ~ ~ ' ,.,_.r..._.~y_. 18e~, ;F~•S~Ji•t~IS 5~ira r_ . . _ ~ . . _ ti,., . e ~ . . _ . _ ~ . ~ , : . . . ~ ~ ~ . ~~vac ~,u " 2 e:~. ~~i-5~O~:~rv1 ~ 5'E rn,~. ?i ~ I~ ocFt~t (~-~u~ : 1 ~ , ~ { ~ (~~'u'~~ ~ 1 lautts i~ i i 2 5 ~ t t~,~r~w~irl~•ing 2Ahrs. ~f superuisi,~n ~ ~ ~ ~ 1 E ' ~:~Ji:4~:~rfJFi~; JCidCti~i ai~:7fi scandb v 1113m, ~ ~ ~ ' ~ , , ~ ~ 2 E~°' ~j~ Z ~~"ii~i ~2 ~ ~3 ; j '=,'onside~•inz 1~7, ~ i~sei~re ~eta~ti31 ;'ac41 • -"V at Each t:atal ` ~ t~~ ~ I f , V 7 _ j ~ ~ 7: ~ 5 I l.1lI'i~il~ tl ~'141.ijS " i.~~ili ivu~4~$~ ~ ~ QEcE. ~~drt WotRc ~tEA Co~~E.f. ~ - C);;, ,.a, 1 5 :-nps. ~bb ~ ~~u~4stNCtic ~ 5u~,ecvisoryl'utal 1 1 n~~a. F: 24 =~.xu~s. 2.~~'rr~e.~ ~ ` ° ~ ~,i ~ - i a , n _ i ~ 64rir3. i 28izt:i. ~ ; i ...ar:nTot...l - 1....mFs X .~Sa ._4ma.}I(~. ~ p f I ~tinimtun tutal f~n . Hrs. n~eded = ' ~ ~a, ww(~ 5.5 tra. 9 9 tna. .55 ma. 9.9ma ,55 Cf i;i. i. 1 i iia. 5 S 111~t. 1. 1 LYtJ. ° w. N. ~~~m~ ~ ~ ~ ' ' ~ ~ _ ; 9 P?aervz x 1C~~~ - 3-3~. a ~°I w~a.N ( ,..y._.....»--..<.-~-.,......, . ..v...,.,v.-.~..,-..__..._._,......._~, . . . ~ ~ ~ f ~ 1 '"""°'~f~~R_,~ >.~..,h,, w_~,....< _ ~ 1fb . .u._~_ _ ~ 1 t Ma- ~~..~,~..,..K......,..~.~....~,...~,.. z ~ ` ~ f Total P.mo hrs, ATeP~led ~.r;.5-~ Ja~l f~`iG-~ \ ~ FRCP { C 1~~~ t"(fC+~~A i ~ ~ - ~ , _ ~ Tvra Sev~n ~lrrfpiu. Batteri~:s vri11 be used on this Fro~:ije ~ ~ ~ ` (~►a... ~ I r~ ! ~ , ~ ~ ; I !o~ fo~a I ~ ~ ~ ~ ~ ~ ~ i Valta ~e Dro ~alcufatic~ns ~ M~r~S b P ~ ~l. _ LLn /7 1~ut ~ ~~r~G.1~~~~t~ i~ R 6.JG:u~r~s~ ~ h o re volta e drn = cwrcnt X Re~i~tance ~er. Fc~.~k X Tot U U ~ `1 l ~ A~ ~he g P F ,$i~r ~ Z 2 Where typical ~Nire resista~~ce f~ i~ a~a;~. So?id is ~ otli:y, g~r 1 U Q ~ . ~ . ~ - • 16 a•~ . Solid is ~ ohtns er 1 ~:..,a_~ w~~~___._..____. ; ~ vVhet~ typ~cal ur~re resistance fa g p 2 •--..,...,~~~s.«. ~..m~un..,.w~..o ~F..~ ~0~~ .1 1 ~ ~ Si~~i c2~ # one P.rnps ~ A05 i 70 =.o volts c~v i 2 2 uis~al ckt, ~ tevo •.6 t~mos X.00~ "s40 ft, volts ~ro ~j m. ~k t W ~ p . ~ ~ ~ata L~o .UGOSSma. ~C .O~S X 2GG f~. _ .OUu3~ y~ .~......W _ _ . .~~s. . E, ~ , , ' t p~BnS ~2Vi~~9 eat Ri~ e F~re ~t~tect~on D~su~s 9 = s ts te: ~q ~ ;pa ~ r ~avi~ ~obe~` , ~2t A I A ~4 ~ ~ fl ~ ~ . . . . . _ _ _ . . ~ _ , ~eu~ewed by ~l , . ~ ~.~.w.. , _ . . . _ . , . ~tific~ti 2 ~ ~.~e _..ti . M,~ _ . r t~i~~rm Fir~ ~~Catie C~ '~on ~ ~ „ ~ t`f ~ i ~ y - ~ ado State ~ire Suppression Syste :a ~ G ~olor y '.1: q ,N . Y tor ~ernfi~atian #~~-i~~ Inspec r {,,~-r,L„ 1_ - C~mr~~ o~~~.. . ~ ~ ~ f,~vl~ • ~ ~ ,.0~, ~1 3 ~ J/~~~•~~/~Jw, ° ~ ` ~ ~~~~V ' " N / ~y ~ g ~ F ~ ~ ~t Y' ~ ~ ~t ~ ~ z~t ~3'23- ~ ~e~-~l ~ ' ~ - ~~t.~ be~ I/ - ~.vsc ~ c7'~ c or i~-' ~ f ~c~c; Sw . S17~'~a'rKbt /c.~l'! . ~ ~ sed oIl thts Frodjc'ct ~ ~ per. Fcot X Total Fo otage ! id is 8 oYli:;:, pl~?r 1000 f}. lid is 5 ohms per 1000 2t. ft. = .o vulta cltvp ft, _ .9 volts drorf )V 11. - .0 008 U HVilA dl"UC A,, ~ ~ , , _ . . rr ' "`a ~ r ~ . {~.~p,' ~ .Cq:i. ~~~a~My~j, ~~~•~9~;~ 3 ~ . ~ i ~ - i. r~ ~ ' q y~ . ! : . ~ .t~~"j~A ~ ~ . . . . ~`~,i~ 4~tt~; t3~ ~a Y~ s ~ . ~ s ~ ~ . ~ ~ I 1 ~ l," - . ~ _ . ~,.t: ~ ~ t "t" , , ~ ~ a ~~Otl-!~b•C~~ a ~ : ~~fi~~~ t;t~U(l~, ~~~3c!,~~~~~ ~ ,~~l~i~}~ ~i„7~~;1,~ ~ .._~.__.w.~_W___ " ~ ~~4~. : . 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I ~ ` y`~ ~ ! ~ ~ , ! i~ tlF ~:L? ~ 0~ V ~ ~ e=.~ f~' ~~,,,~a ~ I U Y . ~ ' ' ` ~ ~ i ''~i I i ~ ~ ~ u~ ~r i U ~a cv ~ o ~ ~ ~ ~ ~ ~ { ; ~ ~ ~ I ~ - ~ ~ ~ Q II II ~ li IE ~ ~ , ~ zz~ . ~ W ~ i i ~ a crz ~ ~ <o ~ , ~i . ~ ~ ~ ~ o0 0 ~ a>~ F , ~ i i ~ i ~ ' ~ ~ I ~ i ! ~ ~ ~ i ~ 9 ~ ~v ~ ; ~ ~ ~ w.. `~1 ~ ~ J ~ ~ ~ ~ ~ ~ ~ ~ ~ _ , ~ `~i ~ ~ C w f ~ ~ ~ . a~ ~ ~ ~ ~ ; ~ t.~.w ~ ~ ~ ~ ~ , ~ ' .y . , _ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~j ~ ~ ~ ~ ~ ~ ~ ~ ~ r~"L ~ ~ ...~I ~ ~ o y~ ~ ~ ~ ~ , , , .,,~I e,~ ~ ~ ~ ~ ~ ` ~ ~ a ~ ~ ~ I M~, ~ . ~ ~ ~ ~ ~ ~ ~ ~x„1 ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15989 BUILDING INSPECTION LINE -(303-234-5933) Date : 8/5/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: EXCELL FUND LLC/ STEVE CERONSKY Property Address : 6090 W 44TH AVE Contractor License No. : 19226 Company : Ad Lite Sign Co. Phone : 330-0003 Phone : 3993334 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,500.00 I hereby certify that the setback distances proposed by this permit application are accurate, and Permit Fee : $108.30 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : $0.00 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 W heat Ridge Building Use Tax : $30.00 Code (U.B.C.) and all other applicablg\ W ~h~/[ Ri ordines,~for w~ork under this ~jpermit. (OWNER)(CONTRACTOR) SIGNED~7/ ~.1~!-DATE O ~ Total : $138.30 Use : Description : INSTALL NEW CLOUD SIGN 63 SQ. FT. ON NORTH ELEVATION & REFACE EXISITNG ~ FREESTANDING 48 SQ FT. Approval : MA Zoning : pCD Approval: DM Approval : Occupancy: Walls Electrical License No : 20602 Company : Miller Quality Contracting, Inc. Expiration Date : 2/28/2005 Approval : OK/KS BUILDING DEPARTMENT USE ON~~ responsible for locM' ~Tements acco 815103 li aPPTOVed plan and requi ed development The City is not responsib~l el~Orl nd 2nY tc submitted within the P ;n fu* errors resulting from inacccrat-- ELECT TO BE INSTALLED PER 2002 NEC ART 600. 815/03 Roof Plumbing License No : Company : Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (7) This permitwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and euilding Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnaliy required, provided no changes have been orwill be made in the original plans and specifca5ons and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, fuil 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) Contrectorshall notify the Building Inspedor lwenty-four (24) hours in advance for all inspec[ions and shall receive written approval on inspection card before procee g with successive phases of thejob. (6) The.'- u ce o a M1 or the approval of drawings and specifications shali not be construed to be a permit for, nor an approval of, any violation of the pr sio o ii ng codes or any other ordinance, law, rule or regulation. Chief BuildingHnspector the Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 - CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Property Owner: X~X6xGG FynV Rroperty Address : hQ~O w • yy~~ /~/'1- / Phone : '5U? 33v - ctv3 Contractor License No. : Company : ff/J L~ fjG~ Phone : 3+7 3y`/" J33y -0WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, . and do not violateapplicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or iestridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by ail conditions printed on this application, and that I assuma full responsibility for compliance with the Wheat Ridge Building Code (U:B.C.) and all other applicable INhe Ridge ordinances, f der this p d. (OWNER)(CONTRACTOR) SIG DATE 3 . Construction Value : Z-Tv-' Permit Fee : Plan Review Fee : Use Tax : Total : Description :~irS~GL N~C_c✓ Clouo SjG.✓ .la 3_'y oW yoafh` /'zL!'+.✓/07'7v,✓ fi~- BUtLDING DEPARTMENT USE ONLY 0 ' SIC : Sq. Ft. : Approval : Zonin9: Bt'liRli~g~C enES'~ ~pec~- ~`zs be ~~1<~Ile~ Znoz W'~[. Approval: 14aG1[v kev F)f10-3 ~ JUL 0 R ~ /~n Approval : Occupancy : Walls : Roof : Stories : Residential Units : -Electrical License No : Zvlrc2 Plumbing License No : Mechanicai License No : ompany : Company : Company : t .~l CL~,ti~-hV~ Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (i) This peimit was issued ia-accoNance with the provisions set foAh in yopur applica6on and is sub1'ed to the laws of the SWte of Colorado and to the Zoning Regulalions antl Builtling Code af Wheat Ridge, Colo2do or any other applicable oNinances of ihe Ciry. (2) This pertnit shall ra~pire if (A) the work authonzed is not commenced within siuly (80) tlays trom issue date or (8) the buiiding authonzed is suspentled or abantlonetl for a period o(120 days. (3) If fhis pertnit expires, a new pertnit may be acquired for a lee of ane-half the amounl nortnalty required, pmvided no changes have been or will be made in the originai plans and specifications and any suspension or a6andonment has not exceeded one (1) year. If changes are matle or il suspension or abandonment rxceetls one (t) year, PoII fees shall be paid for a new permit 4) No work of any manner shall be done that will change the natural Ilrnv of water wusing a draina9e problem. ~5) ConVactor shall no6fy the Building Inspector twenty-faur (24) haurs In advance for all inspections antl shall receive wntten approval on inspeclion card before proceediing with successive phases ot the ~ob. (6) The issuance of a pefmit or ihe approval o~tl2wings antl spedfiwtions shall not be wnsWed to be a pertnit for, nor an approval at, any violatlon oHhe provisions of the buitding wtles or any other ortlinance, taw, mle or regulation. Chief Building Inspector For TMIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION JUN 13 2003 10:38FM HP LRSERJET 3200 sep 13 02 11s14e Seeve Ce.p:ansRa 303-377-S167 , ~ W. 1JT~ H _AVE. ~ _y. ~lYy{V J} ~i ~ g 8,004 S.F. p.1 609(Y W. 441'11 DENVER CO L16' Illf~iti-~llll{ ~ .W ~ ? ? s~ ii ( de~ - r 7 f A S p.3 >Z(-ID Zrb 0 K1 9 X,n r~flD:v~ a m0-~ m~pzr S rtr;3vmim 2.'-~T zm y ~ In ~ O ~ ~ rn r rn ~ ~ O Z Z -i in a c~ ~ ~ x EOZ 1m I~ ~z ~;-a :y ~j ~ta~ ~~g§~ ilil $ ~ 4. y'S ~ • ~ . : ~ j ~ ; yt ~ ~ +n ~ ~ # ~+~gg~~ ~ ~pb 0 q ~~2 ~~~K~¢~ :"ciu., n . u, ~ e L EN S'gns oI Service Slnce 1931 341/2" CLOUD SIGN 21 ' 2" FRONT ELEVATION NOT TO SCALE FAMILY DOLLAR 34/2 'CLOUD' LETTERS WITH FORMED POLYCARBONATE FACES AND FORMED ABS CABINET INTERNALLY ILLUMINATED WITH FLUORESCENT LAMPS 5.4 AMPS SIDE ELEVATION NOT TO SCALE uNUFxwnrr~rts ~L ueonnTOR Os uneo ELECTRIC SIGN Corporate Headquarters 6434 Bumt Popiar Road Greensboro, North Carolina 27409 (336) 668-2791 (800) 967-2553 Fax (336) 668-7875 7~ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15847 13UILDING INSPECTION LINE - (303-234-5933) Date : 7/14/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: FAMILY DOLLAR STORES Property Address : 6090 W 44TH AVE Contractor License No. : 21680 Phone: 801-608-3738 Company : Keller Construction, Inc. Phone :(801) 971-1018 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 regulatlons of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W Ridge ordinanc s, for work under this permit. (OW NER)(CONTRACTOR) SIGNED DATE Construction Value : $95,000.00 Permit Fee : $1,246.45 Plan Review Fee : $$10.19 UseTax: $1,140.00 Total: $3,196.64 Use : Description : TENANT IMPROVEMENT FOR RETAIL SPACE. DEMO EXISTING WALLS, PLUMBING & SOME HVAC. THE REMODELING OF INTERIOR INCLUDING WALLS & TOILET ROOMS FOR THE PROOPOSED LAYOUT REFLECTED ON PLANS FOR SALES AREA, RECEIVING RM. & MNGR'S OFFICE BUILDING DEPARTMENT USE ONLY Zomn"g Comments;~ SIC : Sq. Ft. : Approval : MA OK PER APPROVED SITE PLAN BY CITY COUNCIL. 7/14103 Zoning : PCD Approval: DM Approval:DJB Occupancy: Walls Electrical License No : 21623 Company:Northern Electric Inc. Expiration Date : 2/28/2005 Approval: oklks OK PER ATTACHED MEMO SEE MEMO Roof : Stories Plumbing License No :18414 Company :Kevco Plumbing Expiration Date : 8/3/2001 Approval: Residential Units : Mechanical License No : 18140 Company : Air Zone Tec Expiration Date : 10/22/2003 Approval: ok/ks (1) This pertnit was issued in accordance with fhe provisions set foAh in yopur application and is subject to ihe laws of the State of Colorado and to the Zoning - Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmeni has not exceeded one (1) year. if changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will chan9e the na[ural flow of water causing a drainage problem. (5) Contrector shall notiy the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wilh successive phases of the job. .(6) The issuance of a pertnit orihe approval of d2wings and specifca[ions shall not be consWed to be a permit for, nor an approval of, any violation of the provisi sofihebuildingcodesoranyotherordinance,law,ruleorregulation. ~ Chi f B il in J~ ,r ~ Please sign Terms and Conditions on reverse side of page. City of Wheat Ridge Planning and Development Department Memorandum TO: 6090 W 44th Avenue Address File FROM: Darin Morgan CBO, Codes Administrator ~ Dave Brossman, Development Review Engi ~et'~B SUBJECT: Ingalls Street right-of-way permit for improvements DATE: July 14, 2003 The attached building permit for 6090 W 44"' Avenue is being approved with the following condifion. 1. Prior to issuance of a Right-of-way Permit the applicant must submit civil plans, including plan, profile and detail sheets for all improvements along and within the Ingalls Street right-of-way. 2. Upon approval and issuance of the right-of-way permit, all work must be completed, inspected and approved prior to requesting final inspections or a certificate of occupancy. Please contact the Public Works Department for information related to contractor licensing requirements for work done within city right-of-ways @ 303-235-2861. COMINUNITI' DEVELOPMENT DEPAR'IMENT O~ - WHE4) i q, BUTLDING INSPECTION LINE - 303-239-5933 R~ CTfY OF WHEAT RIDGE " 7500 WEST 29TH AVE1vUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~10RP0~ ,~~PLICAVaN properry Owner. ~talp, ProperryAddress: (pqlp ~W y4~ ConQacWr License No.: BuildingPemri[Number: Date: ~J ~ ~'J LOJAn ~-a.wi a-k : wia'& Phone J~,j . foo8_ 3'7 3$ Company: '(pa~ Phone: Ou'N8R/CONi0.wCTOR SICNA'C'11RE OP U)NDERSiM7DING AND ACREEMENi 1 neroby ceni y ihanhe setback disiences propose9 6y this pamit applicanon arc acourem, and do noi ~iolate applicabic ortlinances, rules or reflutations ofihe Cny of VAcsi Ridgc m co~cnams, easemrnu orrosrricvons ofrecord; Ihat alt measuremenLtshown, and elleg2tions maae an eccurote; Lhai 1 have read and agrcc to abide by ail condicions printed on ihis spphc2uon and ihat I assutm full responsibiliry for complianee vnih the Wficai Ridge 6uilding Code (U.B,C) and all alhef appliaeble Wheat Rldge OrEinances, for urork under this permil. (Oa'NERxCONfRnCCOR):SIGNED unI e (OH'NEk)(CONTRAC10R).PRINiED DATE Canstruction Value:$ y J ~ Permit Fae:$ ~ _~~y0 Plan Review Fee:S Use Tax:$ fiq,0, b~ Total:$ nry V~ ~ 1UN i ~ i ~ 2003 DESCRIPTION: rltt-wil SP°"~~- ~ •z Dexro eXis'6 uveas ~lw+.~~ ~ sa 1~{~ciar ~ w.Uts ~i-u; \g+•mms F~` ~+-t ~rupar.ed ~,u{w ~ o~. 5~- s oda.s wr~ f-~c.i-eAi r)vn vn s o'~i ~e . BUILDING AEPARTMENT USE ONLY SIC: .Ft.: ZONINOCOMMlMTl: ~<<^-e4~0'V~2/SC\e._~Ia^^~ ~Cr~ C_z"'LUt~C ppproval: -7/ ( L( Zoning: BUILDINO COMM[NTi: ! ppprovaL €bQ dJ GY~c~~ i~ ~e.~~ac~-r-o vueucwoR we~+rs: /~kDVe~ 5 7~ } ,D ~k. eo...n- r'~rt•; ~ G~DS~itPE sT2.P .4'LO,u(~ Sn~(>tiYu-s , or- Roof: Stories: Itesidential Vnits: Occupancy: Aompany: echanical License No: lectr[cal License Noey~ umbinS ~-icense No: ~~y, dl~~T CNu/`fk c,h-n ~I¢ Co ~ mPanY: ~ ,~V C,c, {1lrwF. Lo - Expiration Date: Expvation Date: Expiration Dace: ~ n roval Approval: A coval: ~ (I) This perent wu iesued in ucandsnee wiih die prmuirns m fmth m yow appticaian and+a subjeel w jlit lews ofiM Sute of COlondo end m ih.7aoinr Regulations enG Buldin~[ CodesoP WAat Ridye. Coloredo or uiy o~ha appfeable ad'mancu of die Ciry. kau~Torittd ia ~mcommencedwiiFinaixry (60)d,yslrom~ss~deuar(D)~ebuildmyaaJtonzediasuspcndedor Thia peMtit shall exyirt iC(A) Ne wol ,bandonad Por s perioa of 120 daya. amomi (7) ,m tlie o~ il plorv md spm~'uon~a daany'exspmsion mg-halfibc hu no1 n'taded ane I) ywr.'dIf cMnp~s ha e Deen or i(suspensionor 'sbandonmmi ucvde ooe (1) yw. U rR+ahaU M Pgb for a new permi4 . (q) No dorY ofanr mmna d+all he dwe dwt mll chman the nvaval FloW oPwrottr causin8 o dn'^°ge Prob1O^' , SS) CmuamrsAalleonhTheBuiWinglnsyener n'uay•POO*(P4) paminad.aneefwdl:nspauoncsendehellrcceivtW+iuenappro•a~oomspwuancard EePorc Pmmdin6 with wcceaeive PFnee d'LhcJob. wl of, an violarion o( ihe (6) '(he iswaece aTv pemtit o, ~a aPPN"a1 o[dn`ri°89+~ We`ificatlons sM1ail nm be camoued m be e ymnn for. nm.~ appm Y , proviaions of ih5"lding codea of my olher ordinmce. Itw. rvle or reguLeun. 10 3917d V IQC7QIatiW LESE997T081 LT:40 60961801G0 EXEgLj, Furals Lj"C,, d shappltrg M*r Ei4 2 Steele Street, Soite 201 Aenver, CO B0906 303 /320-M3 t~3031377-6167 E.mailvws3@msn.com Thursday, July 03, 2003 VIA PACSIMII.E: 303235-2857 Inspection Serviae Division of Wheat Ridge AT'TN:Daren RE: 6090 W. 40 Avenne Wheat Ridge, CO Exoell 44th, LLC, the owner of the above referenced propertY, hereb3' gives Family Dollaz Stores permission to start and perform their tenant improvements to the premises. If you need any furiher inkormation, please feel frce to ca11 me. Maoager Direct phone: 303-321-5372 Attachments: Elevations (2 pages) 0 ~ek h ~ i { E ' t ~ 9i ; ~ ~ ~ 29 ~ ~•n v m89 s a~~ N "d s5 i~ bf ~ 0 r y I I ~p m~ 1 a~ ~ z o zi D --I s~m~ n W ~m om~ ~ ' ~m o N3o- m ~ o. 7 a ~ O ~ o T fp N a z 0 -n ~ ~ D r m C r- 0 ~ m m ~ D ~ ~ O~ o~ r r~ 'OOU I 7l Z D, r~ ~ ~ r~ r 0 Z ~ Z rri -1 ~ d2 ~ >y~j ~CCC~ 9 Cfl ~2 ~ ~ S Ln 4 O ;a ~ I 12 ~ " • I1 ~ i m k' ' _ I{..4~• 'i~ p p h . . , y . O Z 1 ~ ~p a u p . ~ 9 y~~211 'n ` ~ ~ ~o - o 0 0 0 0 0 Maridadi Interior Design 0 0 0 Transrnittal A`1'I'N: Darin, City o{ Wheatridge From: I.eann Kamau Date: July 6, 2003 Fax; 303-235-2853 12E: Family Dollar Store Response to Plan Review C'omments: 1074 Fast 2100 Soutk S"ugarkouse, Utah 84106 801-466-3738 o{{ice 801-466-3537 {as 1. AD arehitectural pages are now stamped by Architect. 2. Site Plan: City o{ Wheatridge has approved plan from June 23'a zoning meeting . 3. Approval I,etter from the legal owner was submitted to City o{ VPheatridge. 4. Door 007 is the required seeond egress. Panic hardware ahall be installed and aCCesaible landirg wallx are existing. 'rJ. .See revisecl refleeted ceiling plan and electrical plan {ar looations o{ exit signage. 6. Emergency hghting is shown on sheet E3.1 M-vi 4etQ s4•~ i~tc.Lt(b(d 7. North arrows have been corrected. ~ 3 r~w-,3+o,+4 e~ 1ti, d,vA.4 fi'c./< - mc~~ ~l ~jfP~-- dckj COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 75806 BUILDING INSPECTION LINE -(303-234-5933) Date : 7/8/2003 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: FAMILY DOLLAR Property Address : 6090 W 44TH AVE Contractor License No. : 21680 Phone : 891-7473 Company : Keller Construction, Inc. Phone :(801) 971-1018 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 applicalion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable he idge or nances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE_~/F,'&3 Construction Value : Permit Fee : $50.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $50.00 Use : Description : DEMO WALLS, PLUMBING & ELEC c BUILDING DEPARTMENT USE ONLY Zoning CommeptSIC : Sq. Ft. : Approval : Zoning : WuildingsComm nts:~ OK PER DM Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 19608 Plumbing License No : Mechanical License No : Company : Northwest Electrical Co. Company : Company : , Ina Expiration Date : 2/28/2003 Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applica6le ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonmeni has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (5) Conirector shall notifythe Building Inspec[ortwenty-four (24) hours in _advance for all inspections and shall receive wntten approval on inspection card before proceediing wifh successive phases of the job. (6) The isi ~e of a p~~iejjjAAArmit or the approval of drawings and specifcalions shall not be construed to be a pertnit for, nor an approval of, any violation of the peer ~n~ f i codes or any other ordinance, law, rule or regulation. ~ Chief Building spector Please sign Terms and Conditions on reverse side of page. f w, ,EtT COMMUNITY DEVELOP111ENT DEPARTn1ENT Building Pemtit Number: ° r BUILDING INSPECTIOA' LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE V 7500 V1'EST 29TH AVENUE R'HEAT R1DGE, CO 50215 - (303-235-2855) c~( On Fa~ ApPLrcATION PropertyOwner. Property Address: C,-Z/'~' Lf l~fdC ~ ~ ~ ~~e Phone : d`J e Contractor License No.: Company: Phone: ON:KER/COKTftACfOR SIGNA7ORE OF UKDERSTA\DI\G AND ACREEMEST I hereby cenify ihat the setbacA distances proposed by this pemit application are accuraie, and do nol violate applicable ordinances, mles or mgulations ofihe Ciry of \5'heat Ridge or covenams, easements or restnctions of record; ihat ail measurements shoam, and aliegations made are accurate; thai 1 have read and agree to abide by ail conditions printed on this application and that I assume (ull responsibiliry for compliance with the N'heat Ridge Dulding Code (U.6.C) and all other applicable N'heat Ridge Ordinances, tor worA under this permii. . (ON'N[R)(COKTRACTOR): Construction Value:S Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt3l:$ (DESCRIPTION: (ONNER)(CO'.~PRl'~TED DATE ~,fiyyL~' ~ BUILDI\G DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: ApprovaL Occupancy: Walls: Roof: Stories: Residential Units: (Ell,ectrical LYic~ense A'o: II~oK Plumbing License No: Mechanical License No: mpany:~vOeA k) i°5 t Company: Company: G~'Mc~it i Expiration Date: Expiration Date: Expiration Date: - Approval: Approval: Approval: (I) This pemiit uu issued in accordanc<wi1M1 Ihe provisions xi fonh in rour application and fs subj<a to Jre IawT o(the Sut<ofColorsdo and Io Ihe Zoning Regulations and Building Codes of N'M1wi Ridge, Colorsdo or any other applicablc ordinanpes of the Circ. (2) This pemiit shall expire if(A) the xorA amhonzed is mt commenced witliin sixp(60) drys fmm iuue date or (B) the building aulhorized is suspended or - abandoned for a penod o(120 days. (i) 1f fiis Dermil cxpires, a new pemit map bc acquired (or a ke of one-haif thc amoum nomially rcquired. proridcd no changes have bern or ari11 be madc in Uie origiwl plans and ry<cifcations and any susprnsion or abandonmrnt has not exttcded one (7) year. Nchanges have been or ifsuspension m abandonment excttds one (1) year, full kes Shall be paid for a new yermit. (4) Ro uorA of any manner shall be done ihat xi0 change the mmnl Oow of water causing a dninage problcm. - (i) Convacwr shall noti(y du Building ]nspeclor twrniy-four (?J) hours in adrance for all inspttUOns and shall rn<irc wriuen approval on inspection <ard beforc yrocceding with successive phzus of the job. (6) The issuance of a pemit or Jm approval of dra..ings and specificadons shall mt M consnued to be a pemit foq nor an appm.al of, any ciolation of Ue pro~isions ohhe building codes or any otLer ordinance, law, rule or reguWUOn. Chief Building Inspector STOP I YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT c(D w , yq BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): 1~40 This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! I Date: l k-; ~0 3~ Building inspector ~ ~ City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at may be in need of the following: ❑ Fence or wall permit ❑ Roofing or 5iding permit ❑ Deck permit ❑ 5prinkler permit ❑ Shed permit ~(Sign permit ❑ Driveway or walk- way permit o brcavation permit ❑ Demolition permit ❑ Interior/Exterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please call or stop by City f'lall within 7 days for information. Thank you. qc::~ 11112 City of Wheat Bidge Building Inspector Date 11/'9/00 0302P UNCC Paga Z WHTROI 00005 UNCC 11/08/00 03:03 PM 0605648 NORMAL GRID Ticket Nbr: 0605648 Original Call Oate: 1l/08/00 Time: 01:51 PM Op: PMW Requested For Oate: 11/10/00 Time: 02:00 PM Hrs Notice: 048 Meet: N State: CO County: JEFFERSON Cit Adtlr: 6090 Street: 44TH AVE W y~ Grids: 03S069W24*W , Type oP Work: Legal: C Location: LOC lOFT RAD OF STATE FARM SIGN Exp.: N Company : MPB CONTRACTORS @ S/E CORN OF INTERSECT**ACCESS OPEN*• Caller : BRIAN Phone: (303)472-0756 Alt Cont: MIKE Phone: (303)472-6732 Done Por: STATE FARM Remarks: Members :ATON00 :ATNO11 :COOTO6 :PCN000 ;PSNO11 :UQN000 :USNO11 Members :WHTR01 :WRSN01 ? ~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29YH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8885 5/12/99 Praperty Owner: Property Address: Contractor License No. : Company 6090 W 44TH AVE 18581 Denver Sign Systems, Inc. Phone: 351-5734 Phone: 295 2090 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 Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED DATE Description : Free standing sign 20' high $1,000.00 $38.75 $0.00 $15.00 $53.75 Construction Value Permit Fee Plan Review Fee Use Tax Total Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC Zoning : R-C Approval: DM Approval: Occupancy : Walls Per sign code: Sign must be placed 10' back from street right of way, and also placed within landscaped area Okay, to meet NEC article 600 Roof Electrical License No : Company : Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnitwas issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to ihe Zoning Regulations antl Building Cotle of Wheal Ridge, Coloredo or any o[her applicable ortlinances oFfhe City. (2) This permit shall expire if (A) ihe work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normaliy required, provitletl no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem. (5) Contrector shall notiy ihe Building Inspec[or Fxenry-four (24) hours in advance for all inspections and shall receive written approval on inspeciion caM before proceediing with successive phases of thejob. (6) The issuance of a pertnit or the approval of drawings antl specificatlons shall not be construed to be a permit for, nor an approval of, any violation of the provisions of t e'ff'uing_~es o~r any other ordmance, law, rule or regulatioa uF✓' Chief Buildin'g Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building F'ermit Number : Date : Y-2p44 Property Owner : 5h'7dT'C ea""'" V44'S` Property Address : 601?0 • y 90 AA-. contractor License No. : i r5 Company c" 8e Shw -rq-3 i FA4 G i2vl-3ts.. T-00i G FOX1.4- - 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 applicabte ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrietions 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, antl that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applieable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ~ DATE'*y Description Phone : Q 1 ~-3r/-S~~{l I Phone: a4S~..`b~v Construction Value : / dlt0. ~ i Permit Fee : 3~ = ~S Use Tax : Totai BUILDING DEPARTMENT USE ONLY zm ~~lC,Y1 ~~9n tC~uSE, V~ ~OC9_c~ \O Aooroval p~~w~~r \~dsca ~ c~aci. • Zoning : To ,-e~--F- IsC-c Atz+rcde- Lov, Aooroval: O)e- orn ~I,~Hf_Zlik~-~bY~tqlBeti~~ Approval : Occupancy : Walis : Roof : Stories : RECEIVED 1,~40 3 7999 t Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: _J . P7ans,Requtre4!_ LJ 11313qs Required :I -3 ,:R-44~ . ~1 (1) This permrt was issuetl in accortlance wi[h the provisions set forth in yopur appfication antl is subject to Ihe laws ot the State of Colorado antl to the Zoning Regulations and Building Cotle of Wheat Ridge, Coloratlo or any other applicable ortlinances of the Ciry. (2) This pertnit shall expire i( (A) the work authonzetl is not commencetl wlMin sixty (60) days from issue tlate or (8) the building authonzetl is suspentled or abantlonetl for a perwd of 120 tlays. (3) It this permit expires, a new permit may be acquired for a fee of one-half Ihe amount normally required, provitletl no changes have been or will be matle in the original plans antl specifications and any suspension or abantlonment has not e:ceeded one (1) year. If changes are matle or if suspension or abantlonment exceetls one (7) year, full fees shall he paitl for a new permit. (4) No work of any manner shall be done Ihat wiil change the naNral flow of water causing a drainage pmblem. (5) Contractor shall notify the Building InspeIXOr Rventy-four (24) hours in atlvance for all inspecnons and shall receive written approval on inspeclion cartl before proceetliing with successive phases of Ihe lob. (6) The issuance ermit or the approval of tlrawings antl specifcations shall not be construetl to be a permiPfor, nor an approval of, any violalion of the provisions of the bml i g w es o ' er ordinance. law, rule or regulation. Chief Building 1 ector For Mayor THIS PER T VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ' '9 t7a-rc- har w. Dus ~ o lO w. 11P*RA- Lo (A E'cn4 h1x r- / ( t ~ t w( ~ ~5D Ir ~ rs~ , ~ ~ (,u.'lY~Y4-Vhe. by.. - q~q ~ F ~ ~ i~ o,_ e. -7 ~ ~ ~ ~4G°Q4G C~G°~C3Ga m I ~ O~gMC3G°Q[~Q~R PLASTIC FACED SIGN ILLUMINATED BOTH SIDES. SIGN PROVIDED 8Y STATE FARM. ~ I I MOUNT YO EXISTING POLE. EXISTING POLE IS 9'± DIAMETcR ANO IS ABOUT 14'ABOVE EXiSTING GRAOE. GROUNO LEVEL CENTER POLE SIGNAGE FOR STATE FARM INSURANCE COMPANIES WHEAT RIDGE ESTIMATING FACILITY 0090 wEST 447H 8VE,N3E WHEAT RIDGE SCAI.E: I SHEET= OF DATE: DRN BY: oGN NO: 15-851?==, WHEAT RIDGE,~~ 572A I TF_EPI-IGiJE 970-351-~, ~ I E3 SPRINKLER SYSTEM PRE$SURE TEST j] FIRE MAIN PRESSURE TEST CI HOOD & DUCT 5UPPRESSION SYSTEM TEST ~ FIRE ALARM SYSTEM ACCEPTANCE TEST: CJ OTHER LOCATION: ~G2 DATE: RE4UESTED BY: CONDUCTED BY: SYSTEM PASSED ~ FAILED CI COMMENTS: ~g,~-~ov,SSrA'A-,a'f 4_Fse:t,eQ 10 se.rv . . . . Date• March 1, 1999 A Certificate of Occupancy or Completion has been requested for: ADDRESS: 6090 W 44th Avenue Purpose of Structure: New State Farm Estimating Facility Building Departrnent Approval:_~ ~ 0- C 9 r)P . Remazks: i"~jy~ -od~ qZoningApproval: ✓1~-- ~Ibl Remazks: Public Works Remazks: Fice Mazshall Approve (If AppGcable) Remazks: ~eyn~ ,2/6 I ~ PERMIT NUMBEN 98-8289 F 0 m 0 0 ~ 3 ~ N ~G QJ o a ~ ° a ~ m M ~ W y O n 0 m o v ~ m a' m O y O m n Q c m a m 3 ~ y ~ d 0 5 m c N - N ~ o o ~ ~ - N N C » C 9 a a ~ m m m ~ ~ O C O~ 'o m ~ m m F O 9 ~ 2 m O ~ C 2 ~ c ~ O y m x D ~ r m O ~ N 0 D 9 O ~ m Z (y/) rn O ~O O E ~ ~ t+ 3 n < N ~ C rD Z (D ~ N c+ w c-r (D T ~ -1 E m 0 C. ~ a C~ ~ ca T a ~ ri- ~ n O Z -i D ~ O 9 3 v w c~ O ~ rt Z m n c+ O Z N 0 ~ Z m S o m ~ 3 m O N m m ~ a9 O mm~G+ n m 1n a ~ < rD 3 a 0 m ~ w 3 mno ~ o n LU n - D lp CNm~ ~ m ~ 3 m fp =c ~ o mz3z C p m (j y O y ~ J N m m a ~ , anaa y9 ~ ~ma a,~ o D y a 9 on~ ~ c N dmm (/1 m p9 m QO m C:) 9° o(°n ~ 3 -`L n ° ,0~. o E m m w ~ m 1~ w ~ o v 0 3 ~ a mFm (D n=d ~ •c c (~p m 0 N w a ~ ~ 0 5 N m n tt ~ H 1~ ~ H ~ ~ A > MgC0 ~ m G T Cl ,NtO. _ o a m ~ m O O g~ a ffl ~ C~ ~ a o ~ m ^ m' t1 3 ~ ~ n ~ r I--~ ~ b ~ . ~ ~ ; a ~ :AT RIDGE / FIRE DISTRICT ~ "Dedicated To Serve Through Excellence° 1 Upham St. • Wheat Ridge; CO 80034 • 303 424-7323 • Fax 303-940-0350 i- November 25, 1998 To: Darin Morgan Codes Administrator City of Wheat Ridge ` i Wheat Ridge; Co: ~ 80033 i I Subject: Plan Review for State Farm Insurance Esfimating Facihty,s~'~-~ 4~>~Y~%~; Wheat ~ Ridge, Ca ~ Deaz Darin; ~ After a review of the proposed plans for State Farm Insurance Esrimating Facility, 6090 i W. 44 Ave., I am submitting the following comments/requirements concerning this project. ~ ; 1. The building will be requiied to have a Knox Box installed. Contact Fire Mazshal Office ~I forapplication to Knox Company. ~ i I 2. This facility will require the installation of a fire detection system. Provide complete plans ~ for Fire Alarin system, including cut sheets for all devices used: Fire Alarm System is i required to be ADDRESSABLE, and must be monitored by an outside agency'at time of final test. System must be in compliance with NFPA 72, including plans. ( I 3. Adequate emergency lighting must be provided through out entire facility including the ~ Estimating Bay:: 4: Issues and or items not addressed at this time will be addressed as the need arises. Should the developerPouilder haue any questions or concerns, please contact the Fire Marshal Office at 303=424-7323 to set an appointment as necessary. Respectfully, aue Roberts F.M., W.R.F.P.D. ` cc:file _ - 1 ; ( z ' N W H N ~ Z ~ ~ W N C) zC) a n o ~ cl) Z a m °C 0 m IF' W 00 z I a J iW J !N W lx !0 W ' ^ z;a r U I O p _ Z U) Cl)ICl) 0 Z = _ ~ N M 0) LO lict O M N ~ a R ~ Yi Q M o~ 0 V ~ J WV) OCC J V ~ ~ ZIZZI LU O ~ - ~ Ew a Q> W W a N Cj) ~ Z LL, 40 Y / ti ~ ~ ~ W ~ ~ 0 m ~ z l ¢ 2 ~ Z ¢ ¢ U S a Z Z m m m o ° 0 m ~ o . U W a m Cf) z Cl) ~ 0 Z Z ~ ¢ w a Cf) w W U F Q Q C/) ~ J J Q z 0 U) U) ~ cc 0 U (n O U Z -C _ ~ W d o ~ C1 Cl) z o o m o ~ N a C i L ~ N O N C ~ ~ u . U ¢ ~ 0 Z ~ _ ~ Z~. _ Z W = W ~ W m Q `c w O m m Q i a J s ~ Z = C D W ) • y O W 0 ~ ~ 3 ~ U o , Z °C z ° ~ V) c Q O O 0- ~ y ~ (C ~ 0 ~ L., - ~ U ~ cr~ ~ ck~ O 0 Y C LL -o 'o ~ cl. 0) > .0 c c -o rn 'a ~f m~ 3 C 2 _ ~ s. 'a rn r ~ cn o C3 ati E m a N x ~Q U C ~ C ~ .C t~ t C m ~ ` ~ U a~i ~ ' W a S ~ a Q V V ~ ~ r cS-' m ~ ~ ' = o N o . ~ C ~ 07 C N E ~ ~ m U C ro ~ C O ~ N C l6 ~ ~ C ~ 2 f6 C (0 C C .0 xs C N ~tS ~ O a Q~ xt C N ii 5 o O aC N ¢ N I w N w ~ a 0 x N ii ~ i T (tl a ~ R 0 0 n ~ ~ y a ~ R. ~ LL 0 W Q U ~ ~ _ ~ J W N Z N ~ ~ N O W LL ~ v a Z Q Q V = N a c j ~ U 0 0 C.) .Z ul O C) a a U 0 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at v/d ~D l'v I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6•22 DEPARTMEINT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8445 1 /25/99 Property Owner : Property Address : 6090 W 44TH AVE Contractor License No. : 18461 Phone : 788-0950 Company : Productive Electric, Inc. Phone : 788 0950 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 Code (U.B.C.) and all other applicable Wheat Ridge ordtnances, for work under this permit. (OWNER)(CONTRACTOR) $IGNED DATE Description : Electrical installation of fire alarm for State Farm ~ P -WJZ! !'~/J Construction Value : $12,000.00 Permit Fee : $20925 Plan Review Fee : $0.00 Use Tax : $180.00 Total: $38925 Use: Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (1) This permit was issued in accortlance wi[h the provisions se[ forth in yopur application and is subject to the laws of the State of Coloredo antl to the Zoning Re9ulations antl Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixty (60) days Gom issue date or (B) the building authorizetl is suspended or abandoned for a penod of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been orwill be made in the original plans and specificalions and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or a6andonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural Flow of water causing a dreinage problem. (5) Con[rac[or shall notify the Builtling Inspectortwenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before . proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drewings antl specifrations shall not be consUuetl to be a permit for, nor an approval of, any violation of the provisions ofthe 'Idinanyotherordinance.law.ruleorregulation. Chief Buildi Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner: 54-qAti. FAe-u.c PropertyAddress: bp9a W,.4qk"\ Av C Phone: 30-5 ~FS'T^aSSQ Contractor License No. : 1~ y•6 ~ Company: Rroo~uL~, 'J c ~-ir-c-A f;c- Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this pertnit appiication are.accurate, PefR11t FB0 : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : ~ application, and that 1 assume full responsibility for compliance with the Wheat Ridge Buiidiag Code (U.B.C.) and all other applirable Wheat Ridge ordinances, for work under this pertnit ~ t (OWNER)(CONTRACTOR) SIGNED DATE Z ar' USB Total : Description: ~16 c-ft:cA L A1frll/erv or i~%ziz W141-u'f BUILDING DEPARTMENT USE ONLY n~ SIC : Sq. Ft. : Approval : Zoning : Buit7 nis.g?Co~fs~ Approval : P,,.i~Ul rKcwom Approval : Occupancy : Walis : Roof : Stories ; Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (1) This pertnit was issued in accordance with the provisions set PoM in yopur application and is sub'ect to the laws of the State of Coloratlo and to the Zoning Regulations and Buildin~ Cotle of Wheat Ridye, Colorada or any oMer apDliwble oNinances of ~e Ciry. (2) This permit shall expire d(A) the wark authonzed is not commenceC within shAy (fiU) days Irom issue date or (B) the building authoAZed is suspended or abandonetl for a peno0 of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one~half the amount normally required, provided no changes have been or will be made in the original plans and specifications antl any suspension or a6andonment has not exceeded one (1) year. If changes are made or if suspension or ahantlonment exceeds one (i) year, full (ees shall be paid br a new permit. (4) No work ot any manner shall be tlone that will change the naN21 fiow ot water causing a drainage pmDlem. (5) ConUaclor shall notity the Building Inspector twenty-(our (24) hours in advance lor all inspeclions and shall receive written approval on inspection wrd before proceediingwithsuccessive phasesotlhe'ob. (6) The issuance of a permit or ihe approval o~tlrawings antl specifications shall not Da construed to be a peimil lor, nor an approval of, any violalion ot the provisians of the building codes or any other ortlinance, law, rule or regulatioa Chief Building Inspector IntelliKnighto Model 5820 Analog/ ~ Addressable Fire Alnrm (ontrol System The IntelliKnight System is the smart way to make the most of fire alarm technology. IntelliKnight is the first fire alarm system to provide you with the revolutionary value and performance of analog, addressable sensing technology combined with exclusive, built-in digital communication, distributed intelligent power, a modular design and an expanded, easy to use interFace. Powerful features such as detector sensitivity, day/night thresholds, drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the IntelliKnight system, or to locate your nearest source, please call 1- 800-446-6444, or in Minnesota, call 612-493-6435. Description ) The IntelliKnight system uses analog data from the sensors installed on the signalling line circuits (SLC) to set sensitivity levels for each of the zones in the system. In addition, the Model 5820 uses the analog data to perform drift compen- sation and sensitivity checks on each of the sensors in the system. The basic IntelliKnight 5820 features • Up to 381 analog addressable points. • Distributed, intelligent power. • Sensor sensitivity settings. • Day/Night sensitivity setting. • Drift compensation. • FlexputO I/O circuits. • ANSI cadence pattern. • Built-in annunciator with 80- character LCD display. system can be expanded by • RS-485 bus provides communi- 2dding modules such as the ation to system accessories. Model 5860 Remote ~,~qoSaRe~;;pNS^~A~ Annunciator, Model 5815 p~2 int ro ramming via P~j q~yigsnNpp.=_SUB41t"+ Signalling Line Circuit ❑ R~ Ex ander the Model 5824 ' Built-in digitO ti5Nii$fiWf0bT# P Serial/Parallel Interface (for ~,_-;~Form`f.v printing system reports), and ~r 4 the 5895 Intelligent Power , . f CD Module. The Model 5820 also features a powerful built-in dual C„9;+.i~ cpNi;Vpn0, line fire communicator that twZEs.ANUTHE allows for reporting of all Sh e ~ system activity to a remote . l c T monitoring location. _ I /lb [~!tl•1"IEDES:G':JC6'iC"e7! ~i.rLr.~s~ !nh rit iI+'t~nSnkilQI:GNEi~ RNY RCTIU"! S4G:.VN ic ~OkIcCT TC TH~ AND SFkC`F~CATIGNS. ONTRACTC1 iF0 Ai'C G?~7FRi`de&~.1'~ BE C 'sF~lhl ~ EES 0 ,ECNN;QOES GF GF Hf5 WGR~TrI HA GF ALL OTfie9 PEnFOflMAh"rf-QF HI 'iiC 'C / _ SS Ci T ~'"cn 6Y c,Y ~^!D IN7E4T CP SYEGI'rIC SILENT KNIGHT 1ntelliKnight System Accessories Analog Devices IntelliKnight's anaiog devices feature a low profile design and EEprom addressing. EEprom addressing prevents water intrusion problems via the back of the sensor and eliminates mechanical failures related to decade switches. Model SD505-APS Analog addressable photoelectric smoke detector. Model SD505-AIS Anaiog addressable ionization smoke detector. Model SD505-AHS Analog addressable heat sensor. Model SD505-6AB Six inch base designed for use with detector head models SD505-APS, S0505-AIS and SD505-AHS. Model SD505-4AB Four inch base designed for use with detector head models SD505-APS, SD505-AIS and SD505-AHS. IVIode15D500-AIM Dry Contact Input Module. Designed to mount on a 4 inch square etec-trical box. It features an indicator LED to show alarm status and a coverplate. Model SD500-MIM Mini Dry Contact Input Module. A miniature version of the addressable input module which is designed to be used with pull stations and other dry contact inputs where a smaller size is desired. Model SD500-ARM Relay Module. Fea[ures 2 Form C output relays, designed to mount on a 4 inch square electrical box. Provides indicator LED to show outpu[ status and comes with a coverplate. ModeI5D505-ADH Analog Duct Housing. Detects smoke in HVAC duc[s. Used with either the SD505-APS photoelectric smoke detector or the SD505-AIS ionization smoke detector. Unit ships with an attached detector base. (Detector head and sampling tubes ordered separately.) 5895 Intelligent Power Module Adds 5 amps of power, 6 notificafion circuits and 2 Form C relay circuits.to an Int211iKnight system. 5880 lED/10 Module Features 40 LED outputs, 8 Dry contact inputs and one piezo output. 5865-3 and 5865-4 Remote LED Annuncintor Fea[ures 30 Programmable LEDs (15 red and 15 yellow) outputs and piezo sounder. The 5865-4 adds a silence and rese[ switch to the package. 5824 Serinl/Parallel Module Has one parallel and one RS-232 serial port for connecting any stan-dard IBM- compatible printer to the IntelliKnight system. With the 5824, you can print ornsite reports of event his[ory and detector status and log real-time events. 5-BUS Accessories The following items listed are devices tha[ connected to the IntelleiKnight's RS-485 Bus 5860 Remote Fire Annunciator The 5860 features the same 80 character backlit LCD display keypad and firefghter's keyswitch as the 5820. The system can be fully programmed and operated from any remote annunciator. 5815 Signal Line Circuit Expander The SLC expander is used to add more analog addressable devices to the IntelliKnight system. Each 5815 can support 127 devices and IntelliKnight can support rivo 5815s. 5590 Downlond Software User-friendly, WindowsTM software for remote programming of the IntelliKnight panel using a PC. 5595 Facility Management Software Powerful end-user software aliows viewing of detector status and event history via modem or direct connection. 3 SILENT KNIGHT . 7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN AMERICA 800-446-6444 or in Minnesota 612-493-6435 . FoRM# 350761, Rev. 72197 FAX: 612-493-6475 World Wide Web: http:/lwwwsilentknighLcom Copyright0~997SilentKnight IntelliKnight 141odel 5820 Analog/ ~ Addressa6le fire Alnrm Contro) Panel ii9ht 5-820 FACP RS-485 System 8us ~ Each module can be up to 6000 feet From panei • 8 modules per system bus SLG Loo (2 WifeS) ~ Max. tlistance 10,000 feet. Max. 127 devices per SLC loop; 5820 supports up to 3 SLC loops. sosae-nas Mode15860 Mode15824 Mode15815 °oo v pult stadon i a~er ~sml I ~ \ SD500-hllAA or SD500-AIM G SD505-AIS SPECIFICATIONS Electrical Specifications Primary AC: 240 1120 VRMS at 50 / 60 hz, 2.5A Total Accessory Load: 4A at 24 VDC 5 amps at 24 VDC of power-limited notification power FlexputoCircuits Six programmable circuits which can be programmed individualiy as: Notification circuits: 3 amps of power-limited power per circuit at 24 VDC. Auxiliary power circuits: 3 amps of power-limited power per circuit at 24 VDC. ~ L~ nov I ~~-I ~p snNaoxn SD500-AR~I SD505 ~ ADH y i S? O 5D505-AHS INDICATOR LIGH?S: GENERAL ALARM (Red) - On for alarm SUPERVISORY (Yellow) - On when a supervisory condition exists. SYSTEM TROUBLE (Yellow) - On when a trouble condition exists. SYSTEM SILENCED (Yellow) - On when an alarm, trouble or supervisory condition has been silenced but not yet cleared. SYSTEM POWER (Green) - On when power systems are normal; flashes for AC or DC failure. MECHANICAL SPECIFICATIONS: Dimensions: 16"W x 26.4"H x 4.65"D (40.6 x 67 x 11.8 cm) Weight: 28 Ibs. (12.8 kg) Color. Red • Telephone Requirements: FCC Part 15 and Part 68 approved Type of Jack: RJ31X (two required) APPROVALS: UL Listing NFPA 72 -Central Station , -Remote Signalling -Local Protective Signalling Systems -Auxiliary Protected Premises Unit CFSM: 7165-0559: 130 Model 5895 IntelliKnight Model 5820 Analog/ ~ Addressa6le fire Alarm Control Pane1 System Application "fhe IntelliKnight Model 5820 control panel has one built-in Signaliing Line Circuit (SLC) which supports 127 devices. Two additional loops can be added using the 5815 SLC expanders to increase overall capacity to 381 devices. The Model 5820's SLC loops support muitiple device types: • Analog addressable photoelectric smoke detector • Analog addressable ionization smoke detector • Analog addressable heat sensor • Analog addressable duct smoke detector • Contact module • Relay output module The following advanced analog sensor capabilities are available using the IntelliKnight Model 5820: • Sensitivity adjustment • Automatic drift compensation • Maintenance alert • Built-in sensor test to comply uvith NFPA 72 calibration testing requirements • Day/night sensitivity adjustment The IntelliKnight 5820 features a 5 amp power supply and maximum battery charging capacity of 34 amp hours. An additional cabinet enclosure is required for batteries in excess of 17 amp hours. FlexputO circuits on the Model 5820 control can be individually programmed to function as notifi- cation circuits or auxiliary power outputs. The IntelliKnight system operates on non-twisted, unshielded cable when wired in compliance with standard wiring practices as called out in the National Electric Code 760 specifications for power-limited fre protective signalling cables. No special wiring is required. The Model 5820 provides seven preset notiflcation cadence patterns including ANSI 3.41 and four user programmable selections for fire alarm notification. Two programmable general purpose Form C relay outputs are provided on the Model 5820 FACP. Additionally, the IntelliKnight system features a built-in walk test and auto-programming. Its innovative, dead-front cabinet design allows for flush or surface mounting. System maintenance is easy to perform. Built-In Digital Communicator The IntelliKnight Model 5820 features a built-in UL listed digital communicator for remote reporting of system activity and system programming. The communicator has the ability to seize two telephone lines to report alarms and troubles to a monitoring facility. The communicator supervises two phone lines and will activate a trouble signal if a line failure is sustained for more than 45 - seconds. Other communication features include: retry if communi- cation fails, two phone nurnber capability, download phone number capability and touchtone or rotary dialing. The communicator is compatible with SIA and Ademco Contact ID. The format is selectable by account number. User Interface The IntelliKnight's built-in annunciator with 80 charac[er LCD display and large easy-[o-use tactile touchpad can be used for system operation, programming and maintenance. It has five LEDs for alarm, supervisory, system trouble, system silenced and system power. System operations include silencing alarms and troubles, resetting alarms and the display of alarm troubles and memory. The system's event history buffer stores 500 events for viewing from the built-in or remote annunciator. System operation can be initiated with a mechanical firefighter's key or a valid 4- to 7- digit operator's code. Programming The IntelliKnight system offers several options to simpli(y and speed up programming. The JumpStartT"I feature minimizes programming required to start a new system. The built-in keypad and the 5860 Remote Annunciator give on-site access to all programming. You can also program remotely using the 5590 Download Software, a user-friendly WindoWsTN' application. I - F ; ~ ' • i,INfELLIKNIGHTACCESSORY I Mode158b0 ' Remote Annunciator ~ Bring the power to control IntelliKnighfi to every area wifihin your facility. Now you can operate and program your IntelliKnight system from up to 8 locations throughout your facility. The Model 5860 Remote Annunciator provides the same advanced, easy-to-use interface found on the IntelliKnight panel's built-in annunciator. The 80- character display and ergonomically designed keypad allow for simple and error-free system operation. All operations-including reset, silence, detector status checking, fire drill, and programming-are identical. Access to the system is through a firefighter's key or an access code. For security, a special installation code is needed for programming functions. The 5860 connects to the IntelliKnight panel via the RS-485 system bus. Depending on wiring methods used, wire runs can be up to 6000 feet from the paneL Model 5860 Remofie Annunciator The 5860 is designed to look and operate exactly the same as the built- in annunciator. Features include an SO-character backlit LCD providing easy-to-understand system messages. The annunciator is ergonomically designed with over-sized buttons for the most frequently used features, Reset and Silence. In addition to status messages displayed on the LCD, five LEDs for alarm, supervisory, trouble, silence, and AC power indicate status. The annunciator is available in yray to match virtually any decor and red for applications where the annunciator muststand out. The annunciator enclosure can be surface or flush- mounted. A trim ring kit is available for surface mounting. Operation When the system is normal and receiviny AC power, the Power LED is lit and all other LEDs are off. Other LEDs turn on as the conditions occur. Users identify themselves to the control panel by entering a code on the j annunciator or by turning the - firefighter's key. When a user presses a button, the annunciaror piezo beeps and the LCD prompts the user to enter a code or other relevant information. Multiple users can work at different annunciators simultaneously without affecting each other. Features • 80-character display • Tactile / audible feedback • Accepts user codes or firefighter's key. • RS-485 interface to panel • Can be flush- or surface- mounted. Trim ring available for surface-mounting. • Operation and appearance identical to on-board annunciator • Supports simultaneous use by multiple users • UL Listed, complies with NFPA 72 SILENT KNIGHT g 5860 Remote Annunciator Specifications Operating Volt2ge: 24 VDC . Standby Currznt 20 mA Alarm Current: 25 mA Max. per system S Ambient Temperature: 32'F to 120'F (0°C to 49'C) Mounting: Surfaceorflush Wiring distznca from Up to 6,000 feet IntelliKnight pznel (depending on . wiring method) Dimensions: Heigh[:7-3/8" Width: 9-1/8" . Depth: 1-112" Cobrs: ' Lt. gray (5860) . Red (5860R) Heat Detector ~ IntelliKnight®R addressable heat detectors combine accurate heat detection with pin-point location ID. An essential combination for any installation. IntelliKnight heat detectors are an essential component in virtually any IntelliKnight ins[allation. And, because the IntelliKnight panel recognizes each detector by its specific address, precious seconds are not wasted in determining location of an alarm. Like other IntelliKnight detector models, the SD505-AHS offers a low profile for pleasing aesthetics. The InteiliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete applicaiion and placement flexibility. Combine all this with the features you've come to expect from Silent Knight detectors-easy instaliation, stable operation, RF/transient protection, and vandal-resistant locking-and it adds up to a fiexible solution for all your fire protection needs. Model SD505-ANS If the temperature exceeds the trip Analog/Addressable Heat Detector Point (programmed at the panel), an alarm occurs. The status LED The SD505-AHS is a heat detector suited to virtually any commercial setting. The SD505-AHS is an absolute temperature device. This means that it responds to an alarm immediately if the temperature goes above the trip point (programmed at the panel). Analog / Addressable lights continuously during the alarm period. Under normal conditions, the status LED blinks approximately every 15 seconds, indicating that the head is communicating with the loop. The SD505-AHS provides accurate temperature measurement data to the fire alarm control panel. This heat detector is particularly suited to environments where smoke detectors cannot be used because of the presence of steam or cooking fumes such as in a kitchen. Operation The SD505-AHS unit is made up of an externaliy mounted thermistor with a specially designed cover that protects the thermistor while aliowing maximum air flow. The thermistor reads the temperature from the air it takes in. it then transmits an analog signal representing the temperature to the IntelliKnight panel. Features • Low profile, 2 inches, including base • Absolute temperature device • Simple and reliable addressing • Uses digital communication protocol • Built-in fire test feature • The SD505-AHS is Undenvriters Laboratories Listed and meets the requirements outlined in NFPA 72 Inspection Testing and Maintenance, Chapter 7. • CFSM listed • MEA listed 3. SILENT KNIGHT ~ ~ az < ~ Qa•„~ SD505-AHS Heat Detector Specifications Operating Voitag=: 17 to 41 VDC Current Consumption Standby: .55 mA _ Alarm: .55 mA Detection 135°Fto150°F Temperature Range: (57°C TO 65°C) Ambient 320F to 100°F . Temperature: (0°C to 370C) . Mounting: S" SQR, 4" OCT . Single gang mud ring Rated Spacing: 70' between sensors on smooth ceilings. - IMELLIKNIGHi'ACCESSORY Analog / Addressable ~ Ionization Type Smoke Detector IntelliKnight's addressable ionization smoke detectors combine early warning with pin-point location ID. A combination that saves lives and property. Hospitals, industrial environments and other locations where rapid fire development is expected should consider ionization smoke detectors as part of their IntelliKnight detection package. lonization smoke detectors provide early warning in fast-flaming fires that show little visible smoke. And because the IntelliKnight panel recognizes each detector by its specific address, precious seconds are not wasted in determining location of an alarm. The SD505-AIS automatically compensates for contamination in the environment. And detector sensitivity testing is simple - even from a remote site. Like other IntelliKnight detector models, the SD505-AIS offers a low profile for pleasing aesthetics. The IntelliKnight family of detectors has been designed to use a common base, Model SD505-6AB, allowing complete application and placement flexibility. Combine all this with the features you've come to expect from Silent Knight smoke detectors asy installation, stable operation, RF/transient protection, and vandal-resistant locking---and it adds up to a flexible solution to your fire protection needs. Model SD505-AIS Anolog / Addressable lonization Type Smoke Detecior The SD505-AIS has responsive, yet high operational stability for an extremely wide range of uses. The SD505-AIS can be used in areas where early warning of trouble from super-heated or ftaming combustibles is expected. The detector fea[ures au[omatic compensation for contamination and a simpie detecror sensitivity test procedure that can be run from the panei or remotely (using the IntelliKnight 5590 or 5595 sottware with a WindowsT" based computer). Operation The SD505-AIS ionization smoke detector has rivo chambers: a sampling chamber and a re(erence chamber. Smoke or invisible combustion gases can freely penetrate the sampling chamber, but the reference chamber is virtually closed to prevent easy entry. With both chambers ionized by a single radioactive source, a very small current flows. Presence of visible smoke or invisible gases greatly influences the current fiow in the sampling chamber, changing the voltage ratio between the chambers. This difference is amplified inside the detectoc After reaching the critical level, the detector triggers into alarm. The SD505-AIS includes a status LED which blinks approximately every 15 seconds, indicating that the head is communicating with the loop. The status LED Iights continuously during the alarm period. fentures • Low profile, 2.25 inches, including base • Simple and reliable addressing viithout mechanical switches • Automatic compensation for sensor contamination • Built-in fire test feature • Simple detector sensitivity testing through the con[rol panel or remotely through a Windows based computer. (5590 or 5595 software required for remote tes[ing.) • Adjustable sensitivity • Vandal-resistant locking feature • Field cleanable Specifications Radioactive Source: AM-247 .058µCi Operating Voitage: 17-47 VDC Current Consumption: Standby: .55 mA Alarm: .55 mA Ambient Temperature: 321F to 722'F (o'C to so'C) Mounting 4" SQR, 4" OCT, Singl2 gang mud ' ring Chap[er7. ~ SD505•AIS Smoke Detector The SD505-AIS is Underrrriters SILENT Laboratories Listed and meets the T" TT~~~ requiremznts outlined in NFPA 72 ~V j Inspection Testinq and Maintenance, . _ _ , INTELLIIQVIGHTACCESSORYa Model 5D500-A1M Addressable Input Module And ° Model SD500-MIM ' Miniature Input Module IntelliKnight's addressable contact monitor modules LV The SD500-AIM addressable input module mounts to a 4"-square box. The SD500-MIM mini input module fits inside a single gang box. The modules are Class B supervised, single input contact monitors. Using an EOL resister, they monitor for alarm contact closures and for open circuit wiring fault conditions. A combination that saves lives and properfiy. The SD500-AIM and SD500-MIM are addressable input modules for use with Silent KnighYs IntelliKnight fire control panel. The SD500-AIM and SD500-MIM are designed to be used with pull station, water flow switches, and other applications requiring dry contact alarm initiation devices. The SD500-AIM and SD500-MIM offer a compact design for adaptability and pleasing aesthetics as well as easy installation and stable operation-a flexible solution for all your fire protection needs. Model SD500-AIM and , SD500-MIM Input Modules The addressable input modules expand the flexibility of the . 5 IntelliKnight system by allowing 0 0 the use of contact type inputs. Typical applications include manual pull stations and water flow switches. ~ Features • Single contact monitor with Class B supervision. • Up to 127 modules per SLC loop. • SD500-MIM mounts in a single gang box. • SD500-AIM mounts in a 4"-square or double gang electrical box, and has an attractive ivory cover plate. • SD500-AIM/MIM are DIP switch programmable. combine fast response with pin-point location ID. SD500-AIM •1"~`~~ ~~3 ~ SD500-MIM Operqtion Specifications Each addressable input module is programmed with a unique SLC loop address. The module supervises the wiring to the contact with an End Of Line (EOL) resistor. If a fault occurs in the wiring, the module alerts the FACP. Operaling Voltage 24 VDC Standby Currenk 0.55 mA Alarm Current: 0.55 mA Ambient - 320F to 120°F Temperature (0°C to 490C) Mounting SD500-AIM double gang box or 4"-square electrical box SD500-MIM single gang box . ~ • Accepts up to 14 gauge wire. • Both modules UL 864 listed; SILENT comply with NFPA 72 j~jvjGHT • 2500 ft max. wiring distance from input module to contact ' Farorders, pricing & availa6ility, caliAOI:1-800•233•6261. ForTechnical5ystems Support, cail: 1•800-AOI-SY51. ~ fire- LiteAlarms ~ BG-70 Spanish Pull Station Part No. Fl-BG10SP - • SpanishversionofBG-70 • Lexanconstruction I~WI • Screw terminals, SPST • Dual ac[ion, allen screw rese[ MEA ADA cw=..a ,,,e~iiTe Edwards A1270ASP0 Die Cast Pull Station Part No. ED-AI270ASP0 • Diecastconstmction • Wire leads, SPST • Single action & . , Commercial Products Group MPEX Explosion•Proof Pull Station Part No. FD-MPEX • 2-step activa[ion . • Rugged, corrosion resislant cast aluminum housing •Listedforhazardous _ and explosion-proof atmospheres ECOMMEFCIAL SafetyT¢chnology ~ 17 00 Stopper II with Horn Part No. SF-1100 • Manual cover to . preven[false alarms • UL, FM, ULC, NYC & BSA approved • Hom is 85 dh . • Rugged Lexan° construction uL O Part No. FL-BG8 • Aluminum die-formed • Wire leads, SPST • Single action, key reset • ADA compliant @.y.:.,..,..... u y ADA u~ MEA ~ eure Fire-Lit¢Alarms BG•8 Pull Station Commercial Products Group MMPS Puil Station Part No. FD-MPS7 R • Keylock ` • Proven microswitch reliability ~ • Dual action shield activates ~ i~ voice&sounderoptions j orpre-alert X.a • Braille indicators on cover, ':S pull bar and shield O DA L - ~ COMMERCIpa . L E..o . . . Ademco 5740MPS-1 ~ ManualPuilStation ~tffi~7l;i Fire•Lit¢Alarms M ~ML~T BG-10 Pull Station - ~ Part No. FL-BG10 • Lexan construction 0 • Screw terminals, SPST ( • Dual action, allen screw reset Part No. FL-8G10A . ~ i • Aux.N.O:contact S ADA ESL Manual Pull Stations Part Nos. ES-10320 • Cast aluminum • Screw terminals, SPST • Single action, hez rese[ Also availabie: ES-10321 • DPST contacts ~ESL Part No. 5140MPS-1 • ADACOmpliant • Aluminumtliecast PIJLL • Key reset & lest • Screw terminals, Goid contacts SPST Part No. 5140MPS-2 • Wire leatls M EA - ~ ppp D AOEMCO -4400 .9 0 9 0 0 0 0 .0 0 0 0 ..0 .0 ..8 0 0 ...0 0 0 .0 0 9 0 .0 0 0)0.- O E S L ESL SM-200 ~73~~ Smoke!InAtan° Part No. ES-SM200 . • Non-toxic- noCFCs ~ • Evaporates completey i u • 150-200 spreys per can ~ • Does not contaminate detector i_ _ Dual Lite ExitSign/Emergencylit¢ Part Nos. D8-KSR . . , ` ~ • Single face wall, ceding or end mount • Red lettering, 720 VAC DS-EZ2 1P,' • Univerealtransformer for 120/277 VAC operation • Premium grade, pure lead ~ DUA1 LITE maintenancetreebattery U~ HomeSafeGuard 255 Smoke DetectorTester Part No. HO-25S • 2.5 oz. can contains 150-200 spreys • Non toxic, environmentally safe • Pertectly safe for the user O ,rlrn~_11. e Fire •LiteFCPS•24f Remote Power Supply Part No. FL-FCPS24F ~ • 6 amp max pwr sup/chgr ~ • 24VDC power • 2 inputs/4 outputs f ~ • Powers additional signals • 4-wire smoketletector output ~n!u~ • Aux. output relay uO MEA _-I% TechSprey ~ Envi-Ro•Tech" Dus!¢r PaR No.TB-7671705 . • Ododess / • Contaminate tree • Non wrrosive • Safe on most plastics • Leaves no residue ~ • MoisWre free ~ Altronix ADA Power Suppliers Part Nos. AX-AL400ULAR rv ~ • 72or24VDC,4 amp • linpuV l output I AX-AL600ULAD •12or24VDC 6amp , • 2 inputs/4 outpuls D ^ Altronixm Edwards A11504AQ Electromagnetic Door Hoider Part No. ED-AI1504AQ • 24VDC @.096 amps • 24VDC^s.110amps • Fl h il g ~.:~t us wa mount • 251bs. holding lorce P O - ' Silen! Knight 5395 Signal Power Expander Part No.SK-5395 • Compatible with most control panels • 6 amps of power • 2 inputs/4 outputs • ANSI cadence ESLDH Serie: Electromqnetic Door Hold ¢rs Part Nos. . ES-DHF24720C • Flush mount ES.DHS24120C • Surtace mount ES-DHR24720C \ -0-.-• • Recessed mount • 15 mA @ 24VAC/DC T • 3516. holding force 9 4 LJCL 1 WE WILL MATCH ANY EVERYOAY COMPETITIVE PRICE Fvr orders, pricing & availability, cail A01: 1.800•233-6261. FarTechnical5ystems Support, cail: i•800•AOI-SYS7. Ademco5192SD " ~ V-PlexLowPro(iI¢ P/E Smoke D¢t¢ctor Part No. 5192SD ~ • Automatic high/low - sensitivity reporting • Low profile design i 'pending g. M,,,,EA U~ ;4OEMC0Ad¢mco51925DT ~T V-PI¢x Low Profile P/E Smoke Detector with H¢at Part No.5192SDT • Built-in thermostat ~ • Automatic high/low ~ , sensitivity repoding . oso 014 • Low proNe design •Si 1. ~,,f==~..,,~ • ~P~ pentling MEA UL -~'AOEMC❑ Ad¢mco47925DTM V-PI¢x lon Smok¢ Detector with H¢at Part No. 4192SDTM ~ , • Serial number programmed • 735°heatdetec[or ?/~j • Automatic high/low sensitivity reporting ~ °1~ Also avaiiable: 479250M x 'pending ~L ~:40EMC0 Syst¢m Sensot Innovair'" Duct Smoke Det¢ctor Part Nos. BK-DH100ACDCI • 4-wire, ion " ~ r D BK-DH700ACDCP • 4-wire, photo 4 BK-DH700P t ~ • 2-wire, photo ~ • Nehvorkupto704-wireuni[s • 24V AC/OC or 120/220V AC • Easy-to-install 9,l`~ SEN5ORSytfem5ensor ~ 6424 Beam Smok¢ Det¢ctor Part No. BK-6424 • 30' to 330' pmtection range • 4 wire, ~ 24VDC opereJion • Alignment LED's • Automatic gain control ~ MEA u~ S niso ' Ad¢mco5808 Smok¢ Detector Part No. 5808 - ' • UL260commercial, UL217resitlential • LED for power 8 alarm • Concealed dual heat sensor • Built-in test poin[ for easy field maintenance • Two 3 volt batteries included • Tamper • Use wilh Vista400, Visla-728FB antl 5881EH receiver (or UL 864 installations MEA u~ p,0EMC0' Ad¢mco5809 Wirei¢ss Rat¢-o1-Ris¢ Sensor Part No. 5809 • Contains huilt-in ` thermostatthat tripsat735°F ~ or vihen temperature 15'F ar mare per minute • Mounts on ceiling ar wail • Includes a 3V li[hium 6attery • Pmvides hea[ and rate-of rise protection .4OEMC0 Ademco4192CPM ~ V-PI¢x lon Smoke D¢t ¢ctor Part No.4192CPM • Serial number programmed • Automatic high/low sensitivity reporting . t Yr 'pending ESL 7095eri¢s ~ Duct Smoke Delectors Part Nos. ES-70924V21 - • 4-wire, 29VDC w/aux retay ES-709MV21 • 4-wire,241120/220Voperation ES-709DW21 • 2-wire, 24VDC operation • Integral sel4diagnostics pmvide advanced maintenance notification • euilt-in drik compensation SO E S L ESL 770 Series Proj¢ct¢d B¢am Sm oke Det¢ttor Part No. ES-777 KIT • Low profile blentls r ~ with any emironment • Drift compensalion . 0 • Selectable sensitivity reducesinstallation costs A E S L D¢tectionSyst¢m DS•284 4•Wire P/E Smoke D¢tectors Part No. DS-DS284 • "ChamberCheck" self-diagnos[ics ( • 12or26VDC in same tletector • Leading tlust immunity , • Direct wire/single piece design • Field replaceahle chamhers available Also available: DS-DS284TH Includes fhermo DS.DS284S Includessovnder Dete<tion System DS•282 2-Wire P/E Smok¢ Detectors Part No. DS-DS282 1_~ • "ChamberCheck" ( seibtliagnostics t • 12or24VDC in same detector • Leading tlust immunity ' Direct wire/single piece design • Field replaceable chambers available Also available: DS-DS282TH Includes thermo DS-DS2825 Includes sounder DefecfionSystem DS•250 P/E Smoke Detectors Part Nos. / DS-D5250 DS-DS250 Thermo ~ • "ChamberCheck" selhtliagnostics • 72 or 24VDC in same detec[or • Leading dust immunity • Seperate head/base design • Fieldreolaceabiecham6ers: Fenwal DH-605eries 4•Wire Duct Smoke D¢tector Part Nos. FN-OH60PSD • P/E duct smoke detector <?:r ; .r~ FN-DH60CPD • lon duct smoke detector • 24/120/240 VAC or 24 VDC operation • Remote indication, test & reset capabilities , Also availa6le: • 2-wire version Detection Sytfem DS•240 Series Beam Smok¢ Detectors Part Nos. ~ DS-DS240 24VDC DS-DS241 72VDC ~ • Easiest to align & install • 30' to 350' detection renge • Replaces up to 24 standard smoke deteclors • Intemallypointahle - nobracketsrequired • Includes remok display plate • No synch wire requiretl • Automatic ran9e adjustment • Buiit-in power supervision ~ WE W/LL MA7CH ANY EVEfZYDAY COMPE7IT/VE PR1CE Check(recodeswithlocaljurisdiction. VVhenpiopedyinsfalled,fheseproductscomplywiththeindicatedstandardsaccordingtothemanulacturer. ~..,7,--.~--,-r , , _ . , . ' . _ _ ' . ' . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at ~1 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 42, I~ud n You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date / -L/ - ~ ~ 192 for Building Dept. DO NOT REMOVE THIS TAG FORM WR622 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * . Correction Notice Job Located at 6 o~ b &C~ GI y You are hereby notified to correct the foregoing violations. When corrections have been made, cail for inspection. I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8314 12/24/98 Property Owner : Property Address : Contractor License No. : Company: 6090 West 44th Avenue 20211 G.P.H.Inc. Phone : 303-635-6511 Phone: 303-935-6511 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 responsibili for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh 4 idge ordinances, wor nder this permit. (OWNER)(CONTRACTOR) SIGNED ~ DATE /a'a-y' 98 Construction Value : $20,000.00 Permit Fee : $288.00 Plan Review Fee : $0.00 Use Tax : $300.00 Total: $588.00 Use: Description : Install new bathrooms and area drains. Also install new gas pipe for remodel. Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (7) This permitwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days From issue da[e or (6) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or a6andonment exceetls one (1) year, full fees shall be paid for a new permit. . (4) No work of any manner shall be tlone that will change the natural Flow of water causing a drainage problem. (5) aci r~s I nohfy the Building Inspector hventy-FOUr (24) hours in advance for all inspections and shall receive written approval on inspection card before o e ff successive phases of fhe ~ob. (6) ~ is r~ . proval o~drewings and specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions f'th ui di g es or any other ortlinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding PermiT Number : ' BUILDING INSPECTION DIVISION - 235-2855 CIl"Y OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: S'T?q'TE~ r::5VI"\ Property Address :~D9!a l.v, yy-(~. Cv1K , Phone :3o.?-g35 !rS// ' - Contractor LicenseNo. : P-0 2I If Company : P- ~ Pfione : G. OWNER/GONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this pertnR application are aecurete, Pgffttit F08 : ' and do not violate applicable ordinances, tules or regulations of the City ot Wheat Ridge or covenants; easemen4s or restrictions of record; that ali measurements shown, and allegations made are accurate; that I have read and agreelo abide by all conditions prinled on this application, and that I assume full responsibility for compliance wRh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. . . (OWNER)(CONTRACTOR) SIGNED DATE USe : ' rJV S'fr}L L/NG ,t/PhI ,(347;~qCooMS .4~✓-D ; - Description: k DRA-l^l~f~a -7✓-}/~i..~6 n~+ r~ e~k S - Gas PiPe , BUILDING DEPARTMENT USE ONLY . ~ SIC: Approval : , . ~ Zoning : Use Tax : a q aU o- 00 Totai $0.00 . Sq. Ft. : Approval : ~QKI[~Nb~ Approval : Occupancy : Walls : Roof s Sto(es : Residential Units ; Electrical ticense No : Plumbing License No :.9tl.-)-// Mechanical License No : Company: Company: Company: G'Pl4 Expiration Date : Expiration Date :/,,q Expiration Date : Approval : Approval : APProval : .(1) This pefmR was issued in aaortlance with the provisions set lorth in yopur applica6on and is subjecl to 0e laws of the 51ate ol Cob2EO and to the Zonirp Regulations antl Buddiny Code of Wheat RiCye, Colo2do-or any oNer applicaGe ordinancesbf the Cily. - (2) This pertnri shaU expire d(A) the woAc authonzed is nol commenced wifhin sucty (60) Cays Irom Issue Eate or (8) the buildin9 authorized is suspen0ed w abaMOned tor a peAaC o( 720 days. . (J) tl this permit expires, a new pemut may be acqWred fw a fee ol one-halt the amount nortnalty required, proviCed no changes have.been a will be made in the . original plans arb speaficalions and any suspension w abandonment has not exceeded one (7) yeac II changes are ma0e or it suspension or aDandonmenl exceeds aie (t) year, fuli (ees shail be paid tor a new peimiL - (4) No work ol any manner shali be done Ihal vrill change the naWral Xow ot water causing a drainage pro6lem. (5) Convaaa shan nogy the BuiiCing Inspector lwenry-four (24) hours in advance iw all inspeclions anC shall receive writlen approval on Ihspection pN before proceeEiing wiN successh~e phaxs of the 1ob. (8) The issua~e ol a permit w the approval o/d2wings and spedfcaGons shall rwl De conzWeAlo be a permil for; rar an approval o( any Wolatlm of the proyisiom W the buitdinp codes a any other ordinance. Ww. iule a riquWtion. . . . ' . . . . Chief Buiiding Inspector For Mayoc THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR ' CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 8289 12/15/98 Property Owner : Property Address : 6090 W 44TH AVE Contractor License No. : 18890 Company : M P B Contractors Phone: 303-741-2703 Phone : 343 4318 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 allconditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ 0DATE .2-(S- 5' Construction Value : $200,000.00 Permit Fee : $1,387.25 Plan Review Fee : $0.00 Use Tax : $3,000.00 Total: $4,387.25 Use : Description : Tenant Remodel for State Farm Estimating Facility, internal demo only, shell to remain BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : SM Zoning : RC WHINNEREM Approval: DM Approval : Occupancy : Walis Landscape buffer, 3' berm and 5 1/2". Street trees required Okay as corrected Roof : Stories : Residential Units : Electrical License No : 18461 Plumbing License No : Mechanical License No : Company : Productive Electric, Inc. Company : Company : Expiration Date : 3/17199 Approval : Expiration Date : Expiration Date : ~Cpl lC Approval: Approval: (1) This permit was issued in accordance wi[h the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is no[ commenced within sixty (60) days from issue date or (e) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in the original plans and specifca[ions and any suspension or abandonment has no[ exceedetl one (1) yeac JFChanges are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertni[. (4) No work of any manner shall be done thatwill change ihe naturel flow of water causing a drainage problem. (5) Contrector shall notiry the Building Inspectorhventy-four (24) hours in advance for all inspechons antl shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a permit or the approval of drawin95 antl specifcalions shall not be construed [o be a permitfor, nor an approval of, any violation of the provisions of the building cotles or any oiher ordinance, law, rule or regulatioa L ~ 4 Chief Buildin~inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ProperryOwner: GDGORAaa f}SSGT ~ti1Nf}G-iEMEi.17-- AIZo~SM.7~' MANRC-`ER Flf-fy: P~+~ / rZ~ se w f.H„ ~har¢+:~ t> Property Address : 6 09 0t,;• yy Ave, Phone : Contractor License No.: 11.~307) -3'yI ' 27 °3 Company: ~Fff-,~6 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :~(p,lXY~, J I hereby ceAify that the setback distances proposed by this permit application are accurate, PgfrtliY F08 : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that 1 have read and ayree lo abide by all conditions printed on this Use Tax : application, and that I assume full responsibility (or compliance with the Wheat Ridge Building . Code (U.B.C.) and all other applicable Wheat Ri5ge~ardinances, for work under this permit. T0181 : $0.00 . (OWNER)(CONTRACTOR) Description : SfYfr j~rti,--f Ir-~.,1tL . 0he- $fD✓y (FL'15 z DATE Z.Z'98 U52: ~ or ~D 4 21-002-3 1 `KA~~-~ ~ BUILDING DEPARTMENT USE ONLY - if '2'f '`SI'C : Sq Approval:/xx- ~a~-1v5Cb~ suFf7f- I t3~rct~n~ A Zoning: InIGFl. 5'Tv2~Y~ T~S j~v Efd~~ v,~ a~ G'vrrc ~fG d NOV 2•:7 i993 Approval : &q-7~ i/•~, 1)5' ( Approval: I Occupancy : Wails : Roof : Stories Electrical License No :~~{,~~I'-/(WPiumbing License No : Mechanicai License No : Company : I89,I Oi 4'i7 Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval~ tS,b00 Approval: Approval: (t) This pertnN was Issued in accadance with the provisions set foM in yopur appliwGOn and is su01'ect lo Ure laws ol the State ol Cob2CO antl to the Zoning Re9ulaGOns an0 Buildin9 Code o( Wheal Ridpe, Colorado or any oNer applipble wCirences of the Ciry. (2) This pem~it shali expire rt(A) the work authonzed is nol commencM wiNin sury (60) days from luue Eate or (B) the buiidinp authorized is suspended at abaMOned faf a peAOd a/120 days. ' (7) If this pemut expires, a new pertnrt may be ecquired (or a(ee ot onrhatt the amount normalty required, provided no changes hava been w will Ee made in the original plans and apeafirations and a'ry suspension or abandonment Iws not exceeded one (1) year. II changes are made w i( suspension w aCanCOnment exceeds orie (1) year, (ull fees shall be palE (or a new permiL (4) No work of any manner shall. be done ihat will change the natural flow ol water wusing a dreinage problem. (5) ConiraGOr shall notiry the Building InspeUOr twentydour (24) hours in advance lor all inspeclions anC shall receive written approval on inspectian ard before proceediing wiUi suaessive phaxs ot ihe ob. ~(6) The issuance permil a Ne approvel o drawings and speafiwUons shail not Oe conswed to be a pertnit lor, nor an approval ol. arry Wola6on of the provislone . of the buil " //asq:ayy~0$~er arCinance, Ww. mle or repuWtion. . Chief Buiiding Ins ctor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DNISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 4204 11 /15/96 Property Owner : Property Address : 6090 44TH AV Contractor License No. : Company: Phone : 467-7253 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 Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE~ Description : 4' X 8' PLYWOOD SIGN BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 32 Approval : SM 11/15196 Zoning : R-C m Approval: Approval: Occupancy : Walls APPROVAL OF 32 SQ. FT WALL SIGN (9 SQ. FT REMAINING) Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : m (1) This pertnitwas issued in accordance with the provisions set forth in yopur applica6oninantl is subjec[ to the laws of the State of Colorado and to the 2oning Re9ulations and Building Code of Wheat Ridge, Colorado or any other applicable ordances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B) the building authorizetl is suspended or abandoned for a period of 720 days. (3) If this pertnit expires, a new permR may be acquired for a fee of one-half the amounl nortnally required, provided no changes have been or will be made in fhe original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone tha[will change the naturel flow of wa[er causing a tlrainage problem. (5) ConUactor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceetliing with successive phases of ihejob. (6) The suance of a pertnit or the approval of drawings and specifications shall not be consW ed to be a permit for, nor an approval oF, any violation of the provisions of budding cqtles or any9ther ortljnance, law, rule or regulation. Building Inspector Construction Value Permit Fee Plan Review Fee Use Tax $137.00 $15:00 $0.00 $2.74 $17.74 Total THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT ` BUILDING INSPECTION DNfSiON - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner :/{zFl f~-2_ N~r2 i tic Property Address : (,o qo w. yy,~A Contractor License No. : Company: Phone: -],-Phone: 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 restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SICaNED DATE Description : 4y X PL-'r w oa'o 5 i G y BUILDING DEPARTMENT USE ONLY Zonm Co men_va [I • I~`~~ SIC : Sq. FL : 324) ' APProval: ~y~- A„(,..ov~ ~ 32"(~ wc.J1A S=~, CR1~ ttsrn,~cc.~~ 1 Zoning : Approval: P;ytilic ~ks~Commenf~:~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~,P_Ians~Requice IN Plans ~ Reir,`e~ atT'ns,-Re"° uiFe` (7) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Coloratlo and to the Zoning Regulations and Building Code of Wheat Ritlge, Colo2do or any other applicable ortlinances otthe Ciry. (2) This permit shail expire d(A) the work authonzed is mt commencetl wMin siMy (60) days trom issue date or (B) the builtling authonzetl is suspended or abantlonee for a penotl of 120 days. (3) If this pertnit expires, a new permit may be acquired for a tee of one-halt the amount normally requireQ providetl no changes have been or will be made in the original plans and specifications antl any suspension or abandonment has not exceetletl one (t) yeac If changes are made or it suspension or abandonment exceetls one (1) year, full fees shall be paid for a new pertnit. (a) No work of any manner shall he done that will change the naNrel fiow of water tausing a d2inage problem. (5) Contractor shall notify the Building Inspector Rventy-four (24) hours in advance for all inspections antl shall receive wntten approval on inspeclion rard betore proceediing with suaessive phases ot the job. (6). The issuance of a pertnit or the approval of tlrawings antl specifications shall not be wnsWetl to he a permit for, nor an approval of, any violation of the provisions of the 6uiltling codes or any olher orUinance. law, rule or regulation. Chief Building Inspector For Mayor Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION N ~ V ~ !1 4:hb V ■ w P -V DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 3376 7/3/96 Property Owner: Property Address : Contractor License No. : Company : HARTNER HEINZ A 6090 44TH AV Phone : 467-7253 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permlt application are accurate, . and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) Description : TEMPORY REALESTATE SIGN Construction Value : $50.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $1.00 Totai : $16.00 BUILDING DEPARTMENT USE ONLY EMB ..':ME... Approval : Zoning : Approval: SIC : Sq. Ft. : Approval : Occupancy : Walls : Roof : Stories : Residential Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permitwas issued in accordance with the provisions set forth in yopur application antl is subject to ihe laws of ihe State of Coloretlo and to the Zoning Regulations and Builtling Code of Wheat Ritlge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commencetl wi[hin sixty (60) tlays from issue date or (B) the buildin9 authonzed is suspended or abandoned for a period oF 120 days. (3) If this permi[ expires, a new permit may be acquired for a fee of one-half the amount nomially requiretl, provitletl no changes have been orwill be made in the original plans and specificaiions antl any suspension or abandonment has not exceeded one (7) year. If changes are matle 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 6e done thatwill change the natural flow ofwater causing a drainage problem. (5) Contractor shall notify the Builtling Inspec[or hventy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceetliing with successive phases of thejob. (6) The iss~nce of a permit or the a proval of drawings and speciFirations shall not be consW etl to be a permit for, nor an approval of, any violation of the provisions of t~€ byfilding'cotles or anyyothordinance, law, rule or requlation. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Date : PropertyOwner: 4.2Ex C90 U5 Property Address Contractor License No. : Company : c9,. • - Phone: 303 -zf67 -'2253 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by ihis 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 accurete; that I have read and agree to abide by all conditions printed on this appliwtion, and that I assume full responsibiliry 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 1115/~ DATE 7 ~l' ir Description : a d' Y 3 a, 4;;RK //o )t~? o u 3c i T-,? ezF r--., Zon~ngRCommen~; ?r3~~~O Approval: Zoning : !LUL11d ~ng Comments:~ Approval : PUbiic7W0-gkir7C"o nT~imerifs:~ Approval: Occupancy : Walls BUILDING DEPARTMENT USE ONLY SIC _TCUAI.fJZltiw~C Roof : Stories : Electrical License No : Company: Plumbing License No : Company: Company: Sq. Ft. : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ans Re ai~e A m. '~-Plans~Re g _ , x ~ Requi~ed~: q ;N wl vkPians % (1) This permit was issuetl in accordance with the provisions set forih in yopur application and is subject to the laws of the State of Cobrado and to the Zoning RegulaGons antl euilding Code of Wheat Ridge, Colo2do or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work aulhonzed is not commencetl within sixry (60) tlays from issue date or (B) the building authorizetl is suspended or abandoned for a penod of 120 days. . (3) If this permit expires, a new permit may be acquired for a!ee ot one-haif the amount normally required, provided no changes have been or wiil be matle in ihe original plans and specifications and any suspension or abantlonment has not exceetleA one (1) year. IFChanges are made or iFSUSpension or abandonment exceeds one (1) year, (ull fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change the natural flow of water rausing a drainage problem. (5) Contractor shall notify ihe 8uilding Inspector lwenty-(our (24) hours in advance for all inspections antl shall receive written appmval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not he construed to he a permit tor, nor an approval of, any violation ot Ihe provisions otthe building cotles or any other ortlinance; law, rule or regulalion. Chief Building Inspector For Mayor Building Permit Number : Construction Value : $!J Permit Fee : Plan Review Fee : Use Tax : Total : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 2498 Date : 1/12/96 m Property Owner : HARTNER HEINZ A Properry Address : 6090 44TH AV Phone : Contractor License No. : 18706 Company : SIGNS & WONDERS, INC. Phone : 777-1432 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT i hereby certify that the setback distances proposed and do not violate applicable ordinances, rules or recovenants, easements or restrictions of rewrd; that made are accurate; that I have read and agree to at application, and that I assume full responsibility for c Code (U.B.C.) and all other applicaglEWheat Ridge (OWNER)(CONTRACTOR) Description : SINGLE FACE SIGN ConstructionValue: $[,350.00 mit application are accurate, Pefmlt Fee : $33.00 'the City of Wheat Ridge or aments shown, and allegations Plan R2vi2w Fee : $0.00 onditions printed on this with the Wheat Ridge Building Use Tax : $20.25 , for work under this permit . ...r. a A N ]6E / Total : $53.25 INTERIOR ILLUMINATION 3X12 36 SQ FT Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approvai: Approval: MHU~a'~.€i W ~"i • ~ 1 f~ , . (7) This permi[ was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the Sfale of Coloredo and lo the Zoning Regulations and Buildin~ Code of Wheat Ritlge, Coloretlo or any otherapplicable ordinances of the City. (2) This permi[ shall expire if (A) the work authorizetl is not wmmencetl within siMy (60) tlays from issue date or (B) the building au[horized is suspended or abandonetl for a period of 720 days. (3) IF this permit expires, a new pertnit may be acquired for a fee of one-half the amoun[ nortnalty required, provided no changes have been or will be made in ihe oriqinal plans and specifications antl any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paitl tor a new permit. (4) Noworkofanymannershallbedonethatwillchangethenalurelflowofwatercausingadreinageproblem. (5) Contractor shall notiry the Building Inspedor hvenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspeclion card before proceediing with successive phases of ihe job. (6) The issuance of a permit or the approval of d2wings and specifications shall not be consW ed to he a permit for, nor an approval of, any violation of the provisions of the building code5 or any ofherortlinanCe, law, rule or regulation. / Chief Buildin nspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : (p C7 Phone : . Contractor License No. : Company : ~ \ C,\VN S Q~~ \Jlbv~,~ S Phone : --t - \ Ar~~_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee : Use Tax: Total : I hereby certify that the setback distances proposed by this permit application are accurate, antl do not violate applipble 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 abitle by all conditions printetl on this appliration, and that 1 assume full responsibility for complia with the Wheat Ridge Buiiding Code (U.B.C.) anC all other applicabl heat Ridge ordinan ,i , [1 for work under thi` pe~ 2~~ (OWNER)(CONTRACTOR)SIGN De11raDATE / Description : x BUILDING DEPARTMENT USE ONLY . 5ivrd Approval:,i5~ ro P+.a&r--b vN A- tto~' :6ulLa140 V";17` Zoning : R°c, BE~CSIf:__ pl '■381~ Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ - Pfans tiei{atred 7.~;j ,I Pl3hs Rgquired (1) This oermR was issuetl in accortlance with the provrsions set forth in yopur apptiration antl is subjecf to the laws of the State of Coloratlo and to the Zoning Regulabons antl Buiitling Cotle of Wheat Ridge, Coloratlo or any other applwable ordinances of the City. (2) This permlt shall expire if (A) the work authonzed is not commencetl wiNin sixry (60) days from issue tlale or (8) the building authonaed is suspentletl or abandonea for a penod of 720 days. (3) If this pertnrt ezpires. a new pertnit may be acquired for a fee of one-halt the amoun[ normally required, provitletl no changes have been or wili Oe made in the onginal plans antl specifiralions antl any suspension or abandonment has not exceetled one (I) yeac If changes are matle or if suspension or abantlonment exceetls one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner snall be tlone tnat will change the naNrai fiow of water causing a tlrainage pmblem. . (5) Contracror shall notify the 8uiltling Inspector lwenry-four (24) hours in atlvance for all inspecaons antl shall receive written approval on inspecvon cartl before proceetliing with successrve phases of the job. (fi) The issuance of a permR or the approval of tlrewings antl specifications shall not be construea ro be a pertnit for, nor an appmval of, any violalion ot the provisions of the building cotle5 of any Olher Oftlinance, laW. rule Of regUlation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Estimating Facility For ' State Farm Insurance ; i, 6090 W. 44th Ave. Wheat Ridge, CO 80033 , r , . I I ~J rE 4 . ~ . . . . . . ;5~'~ ~ ~ Y . Specifications ~ October 30, 1998 ~ C) E% ~ a : . . . . : . . . . nr . . , . . ~ ~ ~ ) ~ . . . ~ . ~ . ~ ~ . ~ . . . ( . ' . . . i- . . . f y .x. . . . . . . ~ - . . e , fS< t . ~ ~ YE 5 • l ~ . ' . . . ~ y~: ` ~F . ~ Set No. e m A~' . . . . ~ . - . ~ . . ;'s ~ a 4 . . . . . . . ~ G/f . . . . . ~ . . . ~ ~ . J,ey~rY.~...... A . . ' { ~ . ~ . . ~ ~ . ~ ~ ~ . . ~ . . ~ . ~ . ~ : ( . . . • . ~ Section OD - SUPPLEMENTARY GENERAL CONDITIONS - Page OD-1 1. GENERAL CONDITIONS: The General Conditions of the Contract for Construction as published by the AIA Document A-201 is hereby incorporated by reference into these Contract Documents for this project. It shall apply as though it was contained herein. Modifications to these General Conditions aze described in detail in the Supplementary General Conditions. General Conditions shall be 1997 edition, and are available for inspection at the office of the Architect. 2. SUPPLEMENTARY GENERAL CONDITIONS: The General Conditions of the Contract shall be modified, amended or deleted as follows: ARTICLE 3.4 - LABOR AND MATERIALS: Add the following: 3.4.4 - In all cases where hvo or more manufacturers of an item are specifically mentioned, it is understood that the Conuactor has right to furnish the product of any one oF them. However, the design is based on the first mentioned name and if any other manufacturer's product is used, the Contractor shall be responsible for making certain that the item used will fit the spaces and properly connect to any other items in which the designed material is to be installed. No additional cost will be allowed for making any item, fit the design space or properly connect to other materials. 3.4.5 - Where the words "or equal" or "approved equal" are used in these specifications, it shall be ' understood that in all cases the sole judge in approving of disapproving the proposed substitutions shall be the Architect. Approval shall only be prior to Bidding. 3.4.6 - Where the Specifications require that a material, article, device or apparatus shall be applied, assembled, or otherwise installed, connected, erected, cleaned and conditioned, in accordanee with manufacturer's specifications, instructions, directions or recommendations, they shall have the same force and effect as though written in full in these Specifications, however, if they conflict with these specifications, the Contractor shall notify the Architect and shall not proceed until he has received instructions from the Architect. Copies of the above documents shall be obtained by the Contractor from the manufacturer. ARTICLE 3.5 - WARRANTY: Add the following: 3.52 - Contractor shall guazantee all workmanship, materials and equipment furnished and installed hereunder for a period of one yeaz from the date of final acceptance of work by Owner, against all defects and faulty workmanship. 3.53 - Contractor shall correct all faulty or defective workmanship, materials and equipment including all other work damaged as a result. This work shall be without chazge to the Owner during guazantee period. ` ARTICLE 3.14 - CUTTING AND PATCHING: Add the following: 3.143 - Cutting and patching work shall be done with mechanics skilled in the type of work involved. All patching shall match in composition, texture and appeazance with the material which is patched. ARTICLE 8- TIME: Add the following: 81.5 - No extension of time will be allowed for extra work authorized by the Owner, unless time of completion is adjusted and agreed to prior to the issuance of a Change Order for the extra work. [f any 1 time adjustment is ageed to, it will be so stated in writing on the Change Order. 8.1.6 - No extension of time will be allowed unless the Contractor will show that the entire work of the Contract was or will be delayed for the extension requested. Page OD-2 ARTICLE 11. 1- CONTRACTOR'S LIABILITY INSURANCE: Add the following: 11.1.4 - The Contractor shall maimain and pay for the specified insurance coverage in at least the following limits: .1 WORKMEN'S COMPENSATION: Statutory, including Employer's Liabiliry. 2 COMPREHENSIVE GENERAL LIABILITY including: Contractors Liability; Contingent Liabiliry; Contracrual Liability; Completed Operations and Products Liability all on the occurrence basis with Personal Injury coverage and broad form Property Damage; .I General Aggregate $500,000. 2 Property Damage Aggregate $500,000. 3 PersonalInjury $100,000. .4 Each Occurrence $300,000 3 COMPREHENSIVE, AUTO LIABILITY including non-owned and hired car coverage as well as owned vehicles: .1 Bodily Injury: each person $250,000. Each occurrence $250,000. 2. Property Damage: each occursence $100,000. .4 1NDEPENDENT CONTRACTORS: Same limits as above. ARTICLE 122 - CORRECTION OF WORK: Add the following: 12.22 - Change as follows: In the first sentence change the words, "date of Substantial Completion" to the words, "date of Final Acceptance". DIVISION 1- GENERAL REQUIREMENTS SECTION lA - PROJECT GENERAL REQUIREMENTS -Page IA-1 1. LIMITS OF CONSTRUCTION: Construc6on shall be lunited to those azeas shown on the drawings 2. SCHEDLJLE OF QUANTITIES & COST: All pay requesu shall follow this outline on AIA fomis G702 and G702A. 3. LAYOUT WORK: The Contractor shall be responsible for setting and mairtauting batter boazds for the location of principal lines and reference points, and locating and laying out all of the work. Exercise proper precaution to verify figures shown on drawings while laying out work and be responsible for all errors resuking from failwe to exercise such precaution. Each trade shall lay iu work to interfere as little as possible with location of work of other trades. Notify ' Architect of al1 discrepancies and conflicts discovered during layout work. 4. DIMENSIONS ON DRAWINGS: Figures on the plans indicate nominal dimensions of finished work, rounding all dimensions to the neazest eighth of an inch. Dimensions on details may be nominal or actual if given in parts of an inch. Scaling of drawings for dimensions or locations of materials or equipment will not be accepted. 5. MEASUREMENTS: Before ordering any material or doing any work, verify all measurements at building and be responsible for correcmess of same. No extra chazge or compensation will be allowed on difference between actual dimensions and measuremenu indicated on drawings; any difference which may be found shall be submitted to Architect for consideration before proceeding with the work. 6. ADVANCE NOTICE OF WORK: Contractor shall notify Architect twenty four (24) hours in advance before covering up any concealed work; pouring of any concrete or conduaring any test by any hade. 7. PROJECT RECORD DOCUMENTS: A. Maintain one copy of all drawings, specifications, addenda, approved shop drawings, change orders, field orders, contract modifications and other approved documents submitted by the Contractor in compliance with the vazious sections ofthe specifications. B. Mazk up the most appropriate document, with a red ball point pen or similaz to show; significant changes made during conshuction progress, significant detail not shown in original Contract Documenu, and Location of intemal ~ utilities and appurtenance concealed in building conshuction, referenced to visible and accessible features of the construction. C. Keep Project Record Documenu current and available at all times for inspection by Owner, Architect or their r representatives. Do not permanently conceal any work until requ'ved information has been recorded. Deliver Project Record Documenu to Architect prior to final acceptance. 8. CLEANING-UP AT COMPLETION: In addition to all other requirements of the Contract Documenu, Contractor shall do the following cleaning up; remove putty stains and paint from a11 glass and wash and polish same; remove scratched glass and replace with new glass; remove all mazks, stains, fingerprinu and other soil or dirt from al] painted and decorated work or repaint the em'ue azea of the color, clean and polish all hardwaze for all trades, including removal of all stains, dust, dirt, paint, etc., upon completion; remove all spots, soil and paint from all carpeT, clean all fixtures and equipment, removing all stains, paint, dirt and dust; remove all temporary protections. 9. STORAGE AND USE OF MATERIALS AND EQUIPMENT: A. In addition to other requiremenu of contract Docwnenu; store and handle material and equipment so as to prevent damage affecting appearance or performance of material, equipment or finished work. Material or equipment so damaged shal] not be used unless restored to a condition to meet ArchitecYs approval. Handle, store, condition, use and install materials and equipment in accordance with instructions from their manufactwer unless such inshvctions conflict with Contract Documenu, in which case obtain approval from Architect for procedure to be followed. Paoe lA-2 B. Conffactor shall do no work at any time, nor shall he permit work to be done, under any conditions unsuited to iu pedect execution, safery and performance. 10. ACCESS TO SITE: All material shall be taken in and out onty over roads or other locations as approved by the Architect and not over sidewalks or lawns unless same aze satisfactorily protected. 11. STORAGE AREAS: Locate storage azeas and facilities so as not to interfere with the work. On site storage areas requ¢ed by the Contractors shall be on the construction site and with a construction fence. 12. DEMOLITION: Remove all items as called for on the Plans and Specifications. Removal shall be in a safe, orderly fashion taking care to avoid damage to the parts of the building that are to remain. Any damage to the parts to remain, shall be corzected by the Contractor at no increase in contract price. All debris shall be removed from the premises as it is generated and shall not be allowed to accumulate. li. SURFACE AND SUBSURFACE CONDITIONS: A. Existing Grades, locations and extent of existing utilities, constrvction and o[her data regarding existing conditions are not guazanteed. Such infortnation is fumished only for such use as Contractor may choose to make of it and will in no way relieve the Conuactor from any requirements of the Contract Documents. B. Information conceming subsurface materials must be obtained by the Owner. 14. EXISTING UNDERGROUND UTILITIES: A. Location and extent, if indicated on the Drawings, is not guaranteed. This information, if shown, is only for such use as Bidders and Contracror may choose to make of it. B. Check with utility companies for location and extent of their underground work before starting operations. Compty with their regWations regazding their u[ilities in performing the work. C. Active underground utilities shall be adequately protected from damage and if damaged shall be unmediately repaired. Remove w relocate only as indicated on the Drawings. If in use maintain in continuous service. If not indicated on Drawings or not known to exist, report discovery to the Architect and do not proceed until d'uected to do so. Contract price will be adjusted for repair, removal or relocation as directed in writing by the Architect. D. Inactive or abandoned utilities shall be removed for a distance of not less than three (3) feet from outside ]ine of building unless otherwise required by regulations. Ends shall be capped or plugged. There will be no adjushnent of contract price for work due to inactive or abandoned utilities. SECTION ] B- T'EMPORARY CONSTRUCTION - Page 1B-1 1. SCOPE: All of the temporary conshvction, services and facilities called for in this Section of the specifications shall be a part of the Contract Work. 2. PROTECTION AND USE OF PUBLIC PROPERTI': Make all arrangemenu for the temporary use of public property. Protection of public property shall include, but not be limited to the protection required by laws, regulations and ordinances. 3. FIELD OFFICES: Provide field office(s) required for Contractor's personnel. Provide a telephone in field office, available for use by Owner, Architect and their representatives without chazge except for long distance calls. Locate field office(s) so as not to interfere with the project work. Move as necessary to permit project work to be done. Maintain at site until completion of work, unless earlier removal is approved by Architect. 4. STORAGE AREAS: Locate storage azeas and facilities so as not to interfere with the work. On site storage areas required by the Contractor shall be on the construction site and with a construction fence. 5. TEMPORARY UTILITIES: Make all arrangements for, fiunish all facili6es for the use of, and pay all chazges for water, electricity, gas, sewer, telephone and other utilities used during construction and until the date of fmal acceptance or occupancy by the Owner, whichever occurs first. 6. SANITARY PROVISIONS: Provide and maintain in a neat and sanitary condition adequate temporary toilet facilities for use of employees engaged on work, in shict wmpliance with requirements of all applicable codes, regulations, laws and ordinances. 7. DUST CONTROL: In addition to sprinkling and wetting down as requaed by the various other sections of the specifications, keep entire azea of site, including stock piles and temporary piles of earth or sand, sufficiently set at all times to minimize the blowing of dust. Other methods of dust control may be used if approved by the Architect. Dust control shall be continued until fmal acceptance of the building. 8. SHORING AND BRACING: Providing, constructing, placing and removal of temporary shoring and bracing shall be the responsibiliry of Contractor and he shall make good all damage resulting from failure of inadequate shoring and bracing, improper removal, or failure to provide temporary shoring and bracing, either through lack of proper judgment or for any other cause. Provide, install and maintain temporary shoring and bracing as required to support earth banks and as required by nature of work in order to make the work stable and rigid. Maintain and leave in position until no longer required to back or support the work. Remove all shoring and bracing when it is no longer required, unless approval is given to leave it in place. 9. PUMPING DLiRING CONSTRUCTION: Provide, maintain and operate pumps, suction and discharge lines, etc, and power for running same in sufficient number and capaciry to keep all areas free from water, from any source at all times. Water shall be lawfully disposed of in such a manner as to cause no damage to portions of the Owner's or the adjoining properties and in such a manner satisfactory to the Owner or his representatives. 10. CONSTRUCTION HOIST: Contractor shall provide and maintain an equipment hoist when necessary during construction. He shall make hoist available to all crafts for all work necessary for construction. Hoist shall be equipped with all safery devices as required by Colorado State Industrial Commission and O.S.H.A. Should the various crafts require the hoist, the Contractor shall provide it at no change in contract price. 11. TEMPORARY HEAT: A. Definition: Temporary heat as required by this article shall include all heat required to: Protect all materials and work from damage due to low temperatures until final acceptance of project or date of occupancy by the Owner, whichever shall be eazlier date; properly condition all materials and provide correct temperature for properly performing all work; properly dry out and cure all materials and work; provide reasonable working conditions for all Page IB-2 workmen engaged in work on the project and provide for carrying on the work in an expeditious manner during inclement weather. B. Contrac[or shall be responsible for providing all necessary temporary heat. He shall arrange for, provide and pay for aIl fuel, equipment and labor necessary for installation, operation, maintenance and removal of temporary heating equipment and shall make good all damage resulting from installation, operation, maintenance or removal of such equipment. C. Any heating devices used must beaz UL label and be approved by Owner and must be continuously attended including nighu, Saturday, Sundays and holidays if required. No coal or wood buming devices will be permitted. D. New permanent heating system in whole or in part may be used for temporary heat under the following conditions: (1) building is entirely enclosed in a macmer satisfactory to Architect; (2) Contractor shall make all provisions, pay all cosu and be ful]y responsible for properly setting system in operadon and for safely operating, protecting and maintaining system and, prior to fina] acceptance of work, shall dean up heating system and leave it in new condition in all respecu; (3) permanent heating system may not be used unless Contractor agrees wi[h Owner in writing tha2 such use shall not constitute acceptance of system by Architect or Owner, nor shall it relieve Contractor of his guarantee of system. Also, guazantee period shall not commence, in any event, until the fina] accep[ance of the project. 12. TEMPORARY ENCLOSURE OF NEW CONSTRUCTION: As soon as possible erect and continuously maintain weather tight enclosure at all exterior openings in walls and roof and keep consuvction securely under lock and key when work is not in progress. Provide temporary enclosure so as to maintain reasonable working conditions and to protect work at all times. Leave temporary enclosures in place until they aze replaced with permanent construction serving the same function. 13.REMOVAL OF TEMPORARY CONSTRUCTION: Remove temporary office facilities, toilets, barricades, storage sheds, utilities and other construction of temporary nature from site as soon as progress of work will pertnit in opinion of the Architect and the portions of the site so occupied shall be properly reconditioned and restored to a condition acceptable to the Owner and the Architect. DIVISION 2 - SITE WORK ~ SECTION 2A - EARTH WORK - Page 2A-1 1. SCOPE: The work in this division includes all labor, material, supplies and equipment required for or incidental to the complete performance of the work as shown on the drawings or in the specifications, including the fabrication, delivery, installation and protection. 2. EXISTING TOPOGRAPHP: Existing grades and topography shown on the plans are approximate and indicate the general existing conditions. The Contractor shall verify all existing conditions and shall reflect said conditions in his proposal. The Owner and Architect do not guarantee existing topography. 3. SOILS TESTS: If a soils test report is available for this site, the Contractor shall become familiaz with this report and shall follow it as far as it applies to this work. Vaziarions from the report and actual conditions aze always possible. If vaziations aze encountered, the Architect and Soils Engineer of record shall be norified. No inaease in contract price shall be granted umfl a i change order is signed by all concemed parties. 4. EXCAVATION: Excavate to grades indicated on plan with caze taken not to wet sub-soils or disturb lower levels of the excavation. Deposit excess excavation at a location on the site or off the site (if noted on the plans) as d'uected by the Architect. 5. FILL & BACKFILL: A. Materials: Granulaz non-swelling material having 100% finer than 6 inches and not more than 40% passing a No. 200 sieve will be satisfactory for fill, provided the plastic index is less than 10. Soils not meeting the above specifications, but proposed for fill should be tested and approved by a Soils Engineer prior to installation. No organic material, vegetation or frozen earth shall be allowed in the back fill. B. Moisture Control: While being compacted, the material shall contain uniformly distributed optunum moisture for compaction. The Contractor shall be required to add moisture to the materials in the excavation if it is not possible to obtain proper and uniform moisture by adding water to the fill surface. Do not moisten more than required! C. Compaction & Placement: Place fill in 6 to 8 inch maximum loose liRs at optimum moisture content and compact to at least 95% of standard proctor for fill azound the structure, beneath floor slabs and pazking lou. Moisture-density tests should be performed on typical fill materials to determine the maximum densiry. The compaction standazd to be utilized in determining the maximum density is ASTM D698-66T. D. Prepazation of Natural Ground: Vegetation and organic topsoil shall be removed from the fill azea. The area to be filled shall then be scazified, moistened if necessary and compacted in the manner specified below for the subsequert layers of fill. 6. FINISH GRADING: Grade as required for all wallcs, planting azeas and paving as shown on the Drawings and to maintain proper drainage away from all building walls. 7. DUST CONTROL: In addition to sprinkling and wetting down as required by the vazious other sections of the specifications, keep entire azea of site, including stock piles and temporary piles of earth or sand, sufficiently set at all times to minimize the blowing of dust. Other methods of dust control may be used if approved by the Architect. Dust control shall be continued until final acceptance of the building. 8. PUMPING DURING CONSTRUCTION: Provide, maintain and operate pumps, suction and discharge lines, etc, and power for running same in sufficient number and capacity to keep all areas free from water, from any sowce at all times. Water shall be lawCully disposed of in such a manner as to cause no damage to portions of the Owner's or the adjoining properties and in a mamner satisfactory to the Owner or his representatives. SECTION 2B - BLACKTOP PAVING -Page 2B-I 1. SCOPE: Do all blacktop paving, including base course, as shown and specified. The following are specified in other sections: Grading and compaction of sub-bed bottom of base course. 2. CRUSHER RIJN BASE: Base course shall consist of a well-graded crushed rock (gravel) with sufficient "fines" and "binder" material. After thorough leveling, compaction, scraping and other preparation work of the subgade, base course shall be property placed, watered and rolled such that it will thoroughly compact and cement into a hazd bonded paving base. Base course shall be placed and compacted in layers not exceeding 6 inches thick and afrer blading, each layer shall be compacted by watering and rolling to 95% density, the compacted thickness to be 6 inches. 3. PRIME COAT: Prime coat shall consisi of an MC-70 grade, bituminous material applied by means of a self-powered pressure distributor at a rate of 25 to 35 gallons per square yard, exact amount to be as approved by the Architect. Excess material shall be blotted with sand. 4. BITUMINOUS WEARING SURFACE: This shall consist of a crushed mineral aggregate with an asphalt cement, all meeting requiremenu of specifications of Colorado State Department of Highways, dated January 1, 1967, for Item 703-07 as shown in "Classification Table for Hot Plant Mix Bituminous Pavement", page 414, either Grading C or D. Minimum compacted thickness to be 4 inches (or additional thickness, as required). Proportions of material forming mix shall be as approved by Architect. The percentage of asphaltic cement, by weight, is to be benveen 5.5 and 6.5. Mixriue shall be delivered to site at 225 degrees F. or above. Mixture shall be placed and spread with machine equipment and shall be compacted with a power roller to a 95% density while still warm. DIVISION 3 - CONCRETE SECTION 3A - CAST-IN-PLACE CONCRETE - Page 3A-1 l. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete performance of the work as shown on the Drawings or in the Specifications, including Fabrication, delivery, installation and protection. 2. CODES & METHODS: All labor, materials and methods of construction shall comply with all local codes, the current A.C.I. Manual of Concrete Practice, parts I& II, A.S.T.M. and the manufacturer's written specifications. 3. MATERIALS FOR CONCRETE: ACI-301, chapter 2: A. Cement shal] be Type II, Portland Cement wnforming to ASTM C-150. B. Air-entrainment shall conform to ASTM C-260 and to ACI 301, Table 3.4.1. C. Water-reducing, retarding, & accelerating admixtures shall conform with ASTM C-494 & shall only be used when approved in writing by the Architect. D. Water, aggregates and storage of materials shall conform with ACI 301, Chapters 23, 2.4, 2.5 and 3.6. 4. PROPORTIONING: ACI 301, Chapter 3: A. Minimum allowable 28 day compressive strength, fc = 3000 psi. B. Allowable maxunum slump of 4", ASTM C-143. C. Minimum allowable sacks cement per cubic yard = 5 I/2. D. Max. water-cement, airventrained ratio shall be 6 gallons per sack. E. All aggregate shall be NORMAL WEIGHT, conforming with ACI 301. 5. FORMWORK: Shall be in strict accordance with ACI 301, Chapter 4. Earth shall not be used for forming. 6. REINFORCEMENT: ACI 301, Chapter 5: A. Reinforcing steel shall be deformed bazs with fy = 60,000 psi of sizes shown on the Drawings. B. Reinforcing steel shall be fabricated & placed in strict accordance with Chapters 5.4, 5.5, & the Drawings. Bond splices shall be ' a minimum of 36 baz diameters. Horizontal reinforcing shall be continuous at comers. C. Welded w've fabric shall conform with Chapters 52.6 and 5.5 and installed in locations shown on the Drawings. 7. JOINTS AND EMBEDDED ITEMS: All constructionjoints, expansion joinu, waterstops and embedded items shall conform with ACI 301, Chapter 6. Expansion joints shall be installed as shown on the Drawings. Control joints shall be as follows unless otherwise shown or specified: flat slabs, each 100 square feet; sidewalks, each 5 lineaz feet or 100 squaze feet whichever is less. 8. MIXING: Concrete shall be ready-mixed transported in accordance with ASTM C94, "Specifications for Ready Mixed Conaete" & ACI 301, Chapter 7. 9. CONCRETE PLACING: Shall be in strict accordance with ACI 301, Chapter 8. All slabs on grade shall be placed on a 6 inch minimum gavel base or as per Drawings. 10. REPAIR OF SURFACE DEFECTS: Shall be in strict accordance with ACI 301, Chapter 9. 11. FINISHES: All fmishes shall conform to ACI 301, Chapter 10 for formed concrete and ACI 301, Chapter 11 for slabs. Formed surfaces shall be "rough finish" for surfaces not exposed to view, and "smooth finish" for surfaces exposed to view unless architectural finishes aze otherwise herein specified or shown on the Drawings. All floor slabs shall have a steel trowel finish and sidewalks, broom finish, unless otherwise herein specified or shown on the Drawings. 12. CURING AND PROTECTION: Shall be in strict accordance with ACI 301, Chapter 12. When the mean daily temperature is less than 40 degees F. or over 100 degrees F. follow all recommendations of Chapter 123 and ACI 306 "Recommended Practice for Cold Weather Concreting" or ACI 305 "Recommended Practice for Hot Weather Concreting". All interior slabs shall be covered with a curing and sealing compound applied in accordance with manufacturer's specifications. 13. EXPANSION JOINT FII.LER: Premolded impregnated fiberboazd 1/2 inch thick shall be installed where all slabs on grade join Page 3A-2 vertical surfaces. 14. GROUTING: Grout under bearing of all columns, beams and all other azeas as shown on the Drawings with Embeco Pre-mix grout using the "dry pack" method. Exposed edges shall be neatty finished. DIVISION 4 - MASONRY SECTION 4A - MASONRY - Page 4A-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete performance of the work as shown on the Drawings or in the Specifications including fabrication, delivery, installation and protection. 2. CODES & METHODS: All labor, materials and methods of conshuction shall comply with all local codes, the Brick InstiNte of America, A.S.T.M. and the manufacturer's written specifications. 3. LINTELS: Provide and install lintels at all openings in the masonry. Lintels shall beaz on solid masonry or on masonry grouted solid with mortar or concrete. Lintel sizes and minimum bearings shall be as shown on the Drawings. 4. PREPARATION FOR OTHER WORK: Make all preparation and do all necessary work to receive and adjoin other work. Fumish and set all plain anchors, lintels, ries, special blocks, strips, belts, anchors, metal buck and door jamb anchors, etc. Repair anchor, holes, recesses and bedding as required for all miscellaneous steel and iron work. Suitable reglet shall be made where flashing occurs. Install all chases and duct spaces as required for installing of electrical, plumbing, heating & venrilating systems. Fill door jambs solid with mortar as the masonry is laid up. 5. POINTING AND CLEANiNG MASONRY: Point all holes in exposed masonry. Cut out defective joints and repoint them with mortar. All exposed masonry shall be cleaned thoroughly. Follow manufacturer's recommendations for entire operation. All loose mortar shall be cleaned off concrete masonry uniu and all stains removed. 6. HORIZONTAL REINFORCEMENT: Provide and install "Dur-O-Wall" or approved equal truss type design horizontal reinforcemert at 16 inches on center vertically in all walls unless noted otherwise on the Drawings. Sizes of reinforcing shall be as recommended by the manufacturer for ffie type and width of walls being constructed. Weight shall be standard deformed No. 9 hot dip galvanized unless extra heavy is called for on the Drawings. Install only prefabricated tees and corners. Splices shall lap a minimum of 6 inches on certer. Bend and hook side rods at all masonry openings. Horizontal reinforcement shall be continuous azound all columns. 7. VERTTCAL REINFORCEMENT: ACI 301, Chapter 5 and Brick Institute Chapters 17 and 31. Reinforcing steel shall be Grade 60 deformed bazs with fy = 60,000 psi of sizes shown on the Drawings. Reinforcing steel shall be fabricated and placed in strict accordance with Chapters 5.4 and 5.5 and the Drawings. Bond splices shall be a minimum of 36 baz diameters. Grout all cells full containing vertical reinforcement in 4'-0" maximum lifts. 8. COLD WEATHER PROTECTION: All masonry shall be protected from freezing by heating and maintaining the temperature of the masonry materials to at least 40 degees Fahrenheit but not more than 160 degrees Fahrenheit and maintaining an air temperature above 40 degrees Fahrenheit on both sides of the masonry for a period of at least 48 hours. No masonry shall be built with or upon frozen materials. No antifreeze liquid, salu or other substances shall be used in the mortaz to lower the freezing point. 9. MORTAR: Mortar shall be Type "S", A.S.T.M. C270. Aggregates shall be natural sands conforming with A.S.T.M. C144 clean and free from all acids, alkalies or organic materials. Mix mortars with the maximum amount of water consistent with workability to provide the maximum tensile bond strength and to minimize shrinilcage. 10. LAYING MASONRY: Lay with full head and bedjoinu. All joinu shall be tooled with concave joints. 11. CONCRETE BLOCK: Idealite. Minimum compressive strength of 900 psi and shall have been steamcured for a minunum of twelve (12) hours and yard-cured for a minimum of 28 days. Faces smooth and even; corners sharp and squaze. Exposed surfaces matte finish. No aggregate voids or cement slicks allowed. A.S.T.M. C90 Grade N, Type 1. Face size, 8 x ' 16 modulaz. Page 4A-2 12. LOCATIONS OF VERTICAL REINFORCEMENT: To be as shovm on the Drawings 13. BOND BEAMS: Provide and install bond beams, to match the remainder of the wall, in all walls at elevations shown. Provide and install reinforcing bars as shown on the Drawings with wmers and laps per section 3A. Fill bond beam with concrete, fc = 3000 psi. 14. ANCHOR BOLTS: Provide and install anchor bolts in the tops of all walls as shown on the drawings. Grout cells full to receive anchor bolts where no bond beam occurs. 15. FILLING OF CELLS: (Materials and labor by Masonry Contractor) A. The cells of all exterior walls shall be filled with Zonolite or Pedite insulation. 16. BRACING: The Masonry contractor shall be responsible for all shoring and bracing of all walls to prevent all damages and shall replace all walls damaged by wind at his own cost. DIVISION 5 - METALS SECTION SA - METALS - Page 5A-1 1. SCOPE: The work in this division includes all labor, material, supplies and equipment required for or incidental to the complete performance of the work as shown on the Drawings or in the Specifications, including the fabrication, delivery, installation and protectian. 2. MISCELLANEOUS METAL: Miscellaneous metal shall consist of all anchors, plates, angles, bolts, loose lintel angles, etc., and shall be provided as is required to complete the job. 3. GRADE AND CODES: All steel shall be A36 steel, fy = 36KSI, except pipe columns which shall conform to ATSM A53 (gade B). Fabrication and installation shall conform with the latest AISC Specificarions and with all loca] building codes. 4. STRUCTURAL STEEL: All structural steel shall be sized and detailed as shown on the Drawings. 5. DESIGN LOADS: See Plans. 6. WELDING: All welding shall conform to AISC Specifications. All welders shall have evidence of passing the A.W.S. Standazd Qualification Tests. 7. SHOP DRAWINGS: Submit 3 copies to the Architect for review and approval of Shop Drawings prior to fabrication and erection. 8. PAINTING: Material shall be zinc ctuomate primec Apply one shop coat applied to dry clean surface, except steel enclosed in concrete. Contact surfaces shall remain unpainted. 9. CONNECTIONS: All beam connections shall be designed for a reaction equal to one-half the allowable uniform load for that span as shown in the AISC Steel Design Manual, unless otherwise noted. Use A-325 steel bolu. Temporary erection bolts, clips or hangers shall be furnished by the erector. Welded joinu and connections shall be made in accordance with current standazds of the American Welding Society and performed by welder qualified by AWS Standards. DIVISION 6- WOOD AND PLA5TICS SECTION 6A - CARPENTRY - Page 6A-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete performance of the work as shown on the Drawings or in the Specifications, including fabrication, delivery, installation and protection and the general supervision/coordination of all trades for all the work. 2. CODES & METHODS: All labor, materials, nailing or spiking and methods of construction shall comply with all local codes, N.L.M.A.'s Manual for House Framing, the latest N.L.M.A. Specifications, manufacturer's specifications and the Drawings. Cut framing squaze on bearings and secure rigidly in place at beazings and connecrions. Double frame at openings. Wood with excessive twist that carmot be straightened shall not be used. 3. MATERIALS: Surface four (4) sides to S4S. Grading as per WWPA latest grading mles. Unless otherwise shown on the Drawings, all lumber shall be Hem Fir #2, kiln dried to 19% maximum moisture content. 4. WEATHER PROTECTION: Keep all lumber protected from moisture and all other damage, during delivery and storage at the ~ job site, by storing off the ground and keeping adequately covered with a waterproof tazp or covering. Install "weather materials" to cover lumber as soon as possible during construction to prevent moisture from coming in contact with the lumber. 5. FINISH CARPENTRY: Cut shapes sharp and true. Built up items shall be glued as well as nailed. Blind nail where possible. Set finishing nails on exposed faces to receive putty. Install trim in single lengths where possible, otherwise use scazfjoints. Scribe, miter andjoin accurately and neatly to detail. Leave free from machine or tool mazks that will show tluough fmish. Leave work free from defects in any exposed parts. Sand all exposed surfaces smooth to receive paint or stain and exposed extema190 degree corners slightly eased. Grades and Species shown on Drawings. 6. PLYWOOD: Cuts shall all be squue, joints to fit tight. Installation shall be in accordance with the American Plywood Association, and all local codes. 7. ROUGH BLOCKING: Provide and install all rough blocking as shown on drawings and specified herein or as requ'ued for proper installation of carpentry and millwork, plumbing fixtures, toilet partitions, wall brackets and similaz items. Sizes and type as required to rigidly secure members in place. SECTION 6B - MILLWORK - Page 613-1 1. SCOPE: Fumish and install manufactured kitchen wall and base cabinets as shown on Drawings. 2. STORAGE AND PROTECTION: Protect millwork against dampness during and afrer delivery. Store under cover in a wel]-ventilated ~ building and where not exposed to extreme changes of temperature or humidity. Do not store or install millwork in any part of the building until concrete and plaster is entirely wred. i 3. MATERIALS: Cabinets shall be manufac[ured by Mackenzie in sizes and rypes as shown on the Drawings. Door style is to be Aspen, stained to match stain of other wood as shown on Drawings. All work to be of first class qualiry with accurate joints. All surfaces to be ; dressed smooth and free of tool marks. 4. PLASTIC LAM[NATED COIINTERTOPS: All plastic laminate countertops shal] be per Drawings, a. I/16 inch General Purpose Laminated Plastic Face Sheet. b. .020 Laminated Plastic Backing Sheet c. Cores shall be 3/4 inch particle boazd d. All counters self edged, no metal mouldings i' e. Backsplashes shall be supplied only where specificalty shown and shall be self edged surface mounted units per details. £ Acceptable suppliers; Formica, Wilsonart. 5. HARDWARE: All hazdwaze for built-in cabinets to be supplied with the cabinets not as a part of the finished hardwaze. See drawings ~ for requirements. DIVISION 7- THERMAL AND MOISTiJRE PROTECTION SECTION 7A - ROOFING - Page 7A-I 1. SCOPE: The work in this division includes all labor, material, supplies and equipment required for or incidental to the complete performance of the roofing system, flashing, cant strips, gravel stops, insularion and work as shown on the Drawings or in the Specifications, including the fabricating, delivery, installafion and protection. Work includes patching existing roof at all new penetrations, patching and replacement at puapet replacement azeas, and patching any currently leaking areas, not replacement of or modifications to entire roof. 2. CODES & METHODS: The Contractor shall comply with all goveming building codes and the written specifications/recommendations of the manufacturer. 3. CLEAN-UP: V✓hen roofmg is completed the applicator shall clean entue premises of all surplus materials and debris resulting from his work. Special attention shall be given to the removal of any bitumen spilled, or run onto any exposed surface. 4. GUARANTEE: The Contractor shall provide the Owner with a one (1) year written unconditional guazantee of all new roofing work. 5. MATERIAL & APPLICATION: Roofing materials shall be manufactured by GAF, Johns-Manville, or approved equal and be certified to be compatible with existing roofing. The installation shall strictly follow the manufacturer's specifications for the type and slope of deck. The roofmg system shall meet class "A" or "B" requ'uements. A. Preparation: Deck shall be smooth and firm. All angles formed by deck and vertical surfaces shall have cant strips installed. Walls and vertical surfaces to which built-up roofmg must be applied shall be flashed. All pipes, vent connections, etc., shall be installed and brought up ttuough roof deck before roofing is applied. All required metal sleeves, flanges, etc., shall be provided in time to be installed with the roofing assembly. B. Application: Prior to starting Ms work, the applicator shall check the deck and notify the Construction manager of any defects needing attention. Starting of work by applicator shall indicate his acceptance and responsibiliry for any apparent defects. Roof deck surfaces shall be swept clean and be free of all loose material before roofmg and insulation is applied. Roofing shall not be installed when roof deck is wet. Should any precipitation occw during application, work shall stop immediately, and shall not resume until the deck has again been tested for dryness. The roofing contractor shall provide adequate protection for surfaces where asphalt heating equipment is used and for all material, property, etc., in areas where hot asphalt is transported to roof. j 6. ROOF INSiJLATION: Provide and install insulation to match existing thiclmess on the double tee roof azea affected by new work. Joints in the insulation shall not fall at joints in the tees. 7. GROUTING OR LEVELING OF T'EE SURFACES: The roofing contractor shall provide and install all smoothing or gouting required to smooth the joinu between the double tees sections. The amount of gouting included in this contract shall be limited to no more than that to smooth between tees. SECTION 7B - SHEET METAL - Page 713-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment requued for or incidental to the complete performance of the work as shown on the Drawings or in the Specifica[ions, including fabrication, delivery, installation and protection for all sheet metal in connection with roofing and all other sheet metal except tha[ specified in Division 15. 2. CODES & METHODS: The contractor shall comply with all goveming building codes and the sheet metal and roofmg manufacturer's written recommendations. 3. WORKMANSHIP: Sheet metal work exposed to the weather shall be permanently watertight and weatherproof with suitable provision made for free expansion and contraction without causing leaks. Soldering flux shall be nonacid. Seams shall overlap in the direction of flow. Flat seams shall be at least 1/2 inch wide, single-locked and sweated with solder, or double-locked and malleted flat. Aluminum shall not come in contact with other metal, except zinc or zinc coating. Surfaces of aluminum tha[ will come in contact with masonry, concrete or cement finish shall be painted with asphaltum or s'vnilaz binuninous paint before installation. Note that lead plugs, wedges, washers, or strips are not to be used in contact with aluminum. Where sheet metal is turned into reglets (metal or open-joint or dovetailed) it shall be wedges every 12 inches with clips of the same metal or with lead wire or lead wedges and the reglets filled solid with similaz silicone sealant specified under caulking with priming as required for adjacent materials, application per sealant manufachuer's specifications. 5. FLASHING: Roofing and sheet metal coverings exposed to the weather shall be flashed & made watertight at all edges abutting or connecting with other work. 6. CO[JNTERFLASHINGS: All flashings having the top edge exposed shall be counterflashed with metal in strips not over 10 feet in length, shaped to lie flat against the flashing and overlapping the flashing not less than 4 inches. V✓here cant sffips occur, the counterflashing shall tum down to within 1 inch at the top edge of the cant strip. Exposed edges shall be doubled under 1/2 inch to straight lines. End joinu shall lap 3 inches and at corners the metal shall be bent azowd the angle or locked and soldered. Counterflashings for sheet metal shall be of the same material as the flashings. Counterflashings against curbs of roof openings shall be tumed over the tops of the curbs and fastened on inside by locking to continuous cleats to the same metal which shall be fastened every 4 inches to the curbs. 7. GRAVEL STOPS, GUTTERS & DOWNSPOUTS: Gravel stops, gutters and downspouts shall be of the gauge and shapes as shown on the Drawings. 8. MISCELLANEOUS SHEET METAL: Provide all other sheet metal as required. See details on Drawings for items required. 9. MATERIALS: Supply all sections in lengths to fit the application, joints shall only be permitted if soldered. A]I sheet metal shall be of the gauge shown on the Drawings, and shall be galvanized paint ]ock sheet metal. SECTION 7C - SEALANTS - Page 7G1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete perFormance of the work as shown on the Drawings or in the specifications, including fabrication, delivery, installation and protection to completely fill and seal all joints and open spaces in walls and other building members. In addition to joinu noted on the Drawings the following joinu aze specifically included in caullcing and sealing work: A. All joinu between window and door frames and adjacent materials. B. All regleu for sheet metal counterflashing. C. Bedding for all door thresholds. E. All open joints between dissimilaz materials as required to close and conceal joining of the work. 2. MATERIALS: Sealing Compound shall be Acrylic Terpolymer, single component, chemically curing, meeting U.S. Federal Specification TT-S230a, Class A, Tremco "Mono" color as selected by Architect or silicone compound where called for on the Drawings. Joint backing shall be "Tremco" foam polyethylene joint backing. 3. APPLICATTON - SEALING COMPOUND: Applicator shall clean all joints and openings removing all foreign matter entirely. Wax, grease, oil and similaz substances to be completely removed with suitable solvenu wherever encountered. Install backing full depth of the joinu or openings as required to leave maxunum open depth of 1/2 inch. Backing to be oversize in width sufficient to obtain 30% compression when installed in the joint. Apply compound with gun completely filling the joint leaving a convex bead. Tool joint smooth, dipping tools in xyol solvent to facilitate the operation. Smooth, clean caulked surfaces shall be completed prior to pairting work or application of trim mouldings. SECTION 7D - INSULATION - Page 7D-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidenta] to the complete perfoanance of the work as shown on the drawings or in the specifications, including fabricatioq delivery, installation and protection. 2. MATERIALS & LOCATIONS: A. Pour in insulation in concrete block walls, see Division 4. B. Range roof insulation of Roofer, See Sections 7A C. Ceiling: 6 inch thick fiber glass acoustical batt insulation as manufactured by Owens-Coming or Johns-Manville. D. Exterior walls: 4 inch thick R-13 batt insulation as manufactured by Owens-Coming or Johns-Manville and/or 1 inch thick rigid Polyisocyanurate. E. Interior walls: Full-thick acoustical batt insulation as manufactured by Owens-Corning or Johns-Manville. DIVISION 8- DOORS, WINDOWS & GLASS SECTION 8A - DOORS & FRAMES - Page 8A-1 1. SCOPE: Work under this section shall include all labor, materials, supplies and equipment required for or incidental to the complete installation of all doors and frames complete with all attachmenu, anchorages, hardware reinforcing as hereinafter specified, shown on the Drawings, or as required for sound permanent operation. 2. SHIPPING & STORING: Pack and ship all doors and frames to prevent damage during transit, storage and installation. Any damage prior to final acceptance of the building by the Architect and Owner shall be repaired or replaced at no eatra cost to the Owner. 3. ERECTION: Erect plumb and true, with all doors and hardware left in proper working order. Secure frames at jambs, floor and head as hereinafter specified. 4. HOLLOW METAL FRAMES: A. Standazds: All hollow metal frames shall conform to the applicable portions of Commercial Standards CS 242-62, PS4-66, Federal Specifications RR-D57a and SDI ] 00-69 and all local codes, NFPA and UL requiremenu. B. Manufacturers: CECO Corporation, W. Ray Crabb or approved equal. C. Design: Fraznes shall be welded type (lmocked down only where permitted by the Architect), of sizes, profiles, types and iJL ratings as shown on the Drawings and door schedule. D. Materials: Frames 3'-0" wide and less shall be 16 gauge cold-rolled furniture steel, wider than 3'-0" shall be 14 gauge cold-rolled fumiture steel. All frames shall have one coat of factory applied rust inhibitor primer conforming with Federal Specifications MIL C490c, Grade 11. E. Reinforcing and Hazdware: Reinforce for all hinges, strike plates, door closers and door checks. Install three (3) rubber silencers per door. Prepare all frames for hardware at the factory using templates provided by hazdwaze supplier. F. Anchors: Provide three (3) adjustable anchors per jamb of a type compatible with the wall conshvction. If frame is anchored with bolts, they shall be countersunk and frames reinforced. Floor clips shall be provided at each jamb, and the jamb secured to the flooc Jambs at masonry shall be grouted full. 5. WOOD DOORS: A. Doors shall be of the sizes and types as shown on the drawings. B. The following brand names shall be approved as establishing a quality for solid core doors: Roddiscraft, Golden-Dowel, U.S. Plywood, Algom-Staved, Curtis, American or equal. C. Solid Core: All doors aze to be solid core doors and shall be manufactured in accordance with the descriprion under Type "A" construction cortained in the Architectural Woodwork Institute (AWL) Brochure latest edition & shall have lifetime guarantee. D. Facing for interior doors shall be oak. E. All doors shall be factory prepazed for butts and passage or lock seu, using templates supplied by the hardware supplier. Also undercut all doors a minimum of 1/2 inch or as otherwise directed. Temporarily Mark each door with its' door number to assist installation. 6. STEEL DOORS: A. Doors shall be of the sizes, types and gauges shown on the drawings. B. Manufacturers: Cew Corporation, W. Ray Crabb or approved equal. C. All doors aze to be flush doors shall be provided with cutouu, glazing, glazing frames and beads where lites are called for. D. Reinforce doors for butts, lockseu and other hardware as requ¢ed. Coordinate with door frames and hazdware. E. All doors shall be provided with a factory prime coat of paint. 7. COORDINATION: All doors, frames and hardware shall be supplied by the same supplier and shall be completely marked and coordinated to prevent any problems with installation. SECTION 8B - FINISH IfARD WARE - Page 813-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment requued for or incidental to the complete performance oFthe work as shown on the Drawings or in the specifications, including fabrication, delivery, installation and protection. 2. HARDWARE SCHEDULE AND TEMPLATES: Submit three (3) copies of the hardware schedule for approval. Hazdwaze schedule shall indicate in detail the hardware for each opening and shall cleazly indicate the manufacturer of the various items of hardwaze. Furnish copies of approved schedule and templates to all trades as may require them. Check all drawings, specifications and shop drawings of work requiring hardware and fumish hardware that will fit and func[ion properly. 3. DELNERY AND STORAGE: Deliver to job in packages cleazly identified to correspond to the Hazdwaze Schedule identification. Store in a locked azea and protect from damage. Sort and store in a manner that will keep the vazious items separated and prevent installation at wrong locations. 4. MODIFICATIONS: Coordina[e job conditions and hazdware, and make such modifications in job conditions and hardware as may be required for proper functioning of hardware as installed. 5. PRODUCTS: Only those manufacturers and models listed shall be installzd. If substitutions aze desired, they must be approved in writing by the Architect prior to bidding See "or equal" Supplementary General Conditions. A. Fire Rated Doors: Provide hardware ot types and quality required to comply with NFPA 80. Listing in current classification publications of Undenvriter Laboratories Inc. (UL) will be considered evidence of acceptable testing. Provide permanent UL labels on all hardware indicating the conditions of the listing. B. The catalog numbers and types of hardware listed in the hardware schedules are taken from the catalogs of the following manufacturers: 1. Hager Hinge Company - Butt hinges. 2. Schlage Lock Company - LockseLS and latchseu. 3. H.B. Ives Company - Pushes, pulls and kickplates. 4. Norton Door Closer Company - Door Closers. 5. Glynn-Johnson Corporation - Stops and holders. 6. VonDuprinDivision - ExitDevices. 7. Reese Enterprises - Thresholds, Smoke Seals and Sweep Strips. 8. PemkoCompany-Thresholds. 9. Seargent Company - Panic Hardware. 6. KEYING: Locks and padlocks shall pass Master Key set up for this building & shall be keyed in goups or separately as shown on Drawings and at approval of schedule. 7. GENERAL DESCRIPTION OF HARDWARE: HARDWARE GROUP A: 1 1/2 pair Butts BB 1279 NRP 4 1/2 X 4 1/2 US26D. Exit Device CD99NL x 990NL-R x 299 US26D or Sargem 16-8804-PTB x 641 US26D. Schlage Cylinders. Closer CLP-7500T-BF-DA-AL. Kickplate 10" X 34" 8400-13-26D. Weatherstripping DS70C (Head & Jambs). Threshold S205A. Sweepstrip 362A. Page SB-2 HARDWARE GROUP B: 1 1/2 pair Butts BB1279 4 1/2 X 4%z US 26D. Lockset D53PD RHO 626. Closer 7500-BF-DA-AL. Kickplate 10" X 34" 8400-B-26D. Stop BF13XS US26D. Smoke Seal 797B (Head & Jambs). HARDWARE GROUP C: 1 1/2 pair Butts BB1279 4 1/2 x 4%a US26D. Lockset D53PD RHO 626. Stop WBSOM US26D. FIARDWARE GROUP Cl: Hazdwaze group C, except change stop to WBl l US26D HARDWARE GROUP C2: Hazdwaze group C, except change Lockset to D80PD. HARDWARE GROUP C3: Hazdwaze group C, except add Smoke Sea1797B. HARDWARE GROUP D: 1 1/2 pair Butts BB1279 4 1/2 x 4%z US26D. Push Plate 8200-B26D 4" x 16". Pu118305-8-B-26D 4" x 16". Closer 7500-BF-DA-AL. Kickplate 10° x 34" 8400-B-26D. Stop WB11 US26D. Smoke Sea1797B. HARDWARE GROUP E: 1 1/2 pair Butts BB 1279 NRP 4 1/2 x 4%z US26D. Lockset D73PD RHO 626. Closer CLP-7500T-BF-DA-AL. Kickplate 10" X 34" 8400-B-26D. Weatherspipping DS70C (Head & Jambs). Threshold S205A. Sweepstrip 362A. HARDWARE GROUP F: I%z pair Butts BB 1279 4%z x 4%: US26D. Lockset DSOPD RH0626. Closer 7500-BF-DA-AL. Kickplate 10" x 34" 8400-B-26D. Stop WB50MUS26D. Page 8B-3 HARDWARE GROUP G: 1%, pair Butts BB 1279 4%, x 4%, US26D. Push Plate 8200-B26D 4" x 16". Pu118305-8-B-26D 4" x 16". Closer 7500-BF-DA-AL. Kickplate 10" x 34" 8400-B-26D. Stop W20 US26D. Smoke Sea1797B (Head & Jambs). HARDWARE GROUP H: 1%, pair Butts BB 1279 4% x 4%, US26D. Latchset D10S-RHO-626. Stop WBSOM US26D. HARDWARE GROUP J: . Verify if Existing Butts can be re-used. 2 Closers 7500-BF-DA-AL. 2 Panic Hazdwaze Seargent 8713 ETL US32D. Threshold Pemko 272A. Verify additional requiremenu. IIARDWARE GROUP K: Change interior key lock to thumb lock. Threshold Pemko 270A. Replace Weatherstripping - verifytype. Replace Sweepstrip - verify type. Verify additional requ'uements. HARDWARE GROUP L: Change interior key lock to thumb lock. Verify additiona] requuemenu. SECTION 8C - GLASS & GLAZING - Page 8C-1 1.SCOPE: Work under this section shall include all labor, materials, supplies and equipment required for or incidental to the complete installation of all windows, glass and glazing complete with all attachments, anchorages, etc, as herein specified, shown on the Drawings or as required for the complete installation. 2. WOOD WINDOWS: A. Non-rated window shall be of the type and size shown on the drawings, and shall be a Wood Glider Window as manufactured by Marvin. Window shall be factory glazed with tempered insulating glass. Factory finish to be treated baze wood. No brick mould or screen. White baked enamel hazdwaze finish. 3. GLASS AND GLAZING A. All sizes for glass shall be taken from actual opening and shall be Libby-Owens-Ford Co, Pittsburgh Plate Glass Co., Mississippi Glass Co. All glass shall be very best of iu respecrive kind, free from flaws of any sort and up to grade requirements. All glass herein specified shall be new, and every individual piece of glass shall beaz a label which shall not be removed unril inspected by the Architect. Manufacturing waves in all panes shall be horizontal after glazing. B. Instal] 1/4 inch tempered glass in doors, within 18 inches of the floor and within 30 inches of doors. All other glass shall be first quality 1/4 inch thick polished plate glass, equal in quality to U.S. Govemment Specifications for polished plate glass. C. Where glass is glazed in wood, embed back and front in silicon glazing, and screw wood stops in place. Place a vinyl cushion under circulaz windows. SECTION 8D - OVERHEAD SECTIONAL DOORS - Page 8D-1 1. SCOPE: Fumish all necessary materials, labor, equipment, supplies, etc., for the complete installation of the electrically operated upward acting Ovechead Sectional Doors and related work as shown on the drawings and specified herein. 2. SUBMITTALS: A. Product Data: Submit manufacturer's specifications, rough-in diagrams, and installation insavctions for each type and size of sectional door. Include manufacturer's data, operating instructions and maintenance data. B. Operating and Maintenance Data: Submit manufacturer s operating and maintenance manuals with parts list, routine procedures, operating instructions and other pertinent information. 3. PRODUCTS: A. General: Provide complete operating door assemblies including door panels, track, supports, counterbalance mechanisms, motor operators, interconnection wiring> hardwaze, conu'ollers, safery edge, weatherstripping and installation accessories to suit openings. All door assemblies shall be designed for high frequency use. B. Doors: Manufacturer and Series as shown on the drawings. All doors to be provided by the same manufacturer. Finish to be baked on enamel, manufacturer's standard white. C. Electric Door Operators: Fumish electric operator assembly of the size and capacity recommended and provided by the door manufacturer, complete with electric motor and factory prewired motor controls, gear reduction units, solenoid operated brake, dutch, remote control stations and control devices. Auxiliary contacu shall be provided in each controller for open and close indication. Provide uniu recommended for heavy dury of high frequency operation. D. Electric Motors: Provide high-starting torque, reversible, constant dury, Class A, insulated elecnic motors with ovedoad protection. Coordinate wiring requiremenu and current chazacteristics of motors with elecvical system of the building. Provide open drip proof type, unless otherwise shown or specified. E. Remote Control Station at Door Locations: Unless otherwise shown, provide one inside , momentary contact, 3- button control station near each door, with push button controls labeled "OPEN", "CLOSE" and "STOP". F. Miscellaneous: Tracks to be 3", angle mounted. Hinges and fixtures to be galvanized steel. Full floating ball bearing rollers to have hardened steel races. Weatherstrip between sections to be rube seals fitted inside every joint. Bottom weatherstrip to be an EPDM rubber bulb-type strip. Provide each door with an electric safery switch, extending full width of door bottom, which will immediately reverse the downwazd travel upon contact with an obswction. 4. INSTALLATION: A. Furnish inserts and anchoring devices which must be built into masonry for the installation of the uniu. Provide setting drawings, templates, instructions and directions for installation of anchorage devices. Coordinate delivery with other work to avoid delay. B. Install door panels, track, and operating equipment complere with necessary hardware, anchors, inserts, hangers and equipment supports in accordance with manufacturer's insffuctions, and as specified herein. C. Provide conduit, boxes and wiring for controls. D. Fasten guide track assemblies to struchue at not more than 24" o.c. E. Install motor operaror and controls in accordance with manufacturer's recommendations. All interconnections shall be a pazt of this section. Final wiring connections to be by Electtical Conuzctor. F. Upon completion of installation, including work by other trades, lubricate, test and adjust doors and operators to operate easily, free from warp, twist or distortion, and fitting weather tight for the entire perimeter. DIVISION 9 - FIIVISHE5 SECTION 9A - ACOUSTICAL CEII.INGS - Page 9A-1 1. SCOPE: Work under this section shall include all labor, materials, supplies and equipment required for or incidental to the complete installation of the ceiling system complete with all hangers, wall angles, ceiling tile, glue, anchorages, attachmenu as hereinafter specified, shown on the Drawings, or as required for the complete installation. 2. SHIPPING & STORING: Pack and ship all materials to prevent damage during transit, storage and installation. Any damage prior to final acceptance of the building by the Architect and Owner shall be repaired or replaced at no eatra cost to the Owner. 3. ADDITIONAL CEILING TILE: Deliver one addiriona] box of each type of ceiling tile to the Owner at the completion of the project. 4. INSTALLATION OF CEILING TII.E: Ceiling tile shall be evenly set with all edges in alignment and all faces in the same plane for each azea. Cut tile to size as required to fit the physical conditions. Cut tile to receive light fixtures and air diffusers. No voids shall be allowed azound the trim. 5. GRID SYSTEM: A. Suspension System shall be as manufactured by DONN (DB System). B. Main Runners shall be heavy dury struchual classification; main tees, cross tees and wall angles shall have a white baked on factory finish. C. Install as per manufacturer's written recommendations. Maximum deflection equals 1/360. Use 10 gauge galvanized annealed wire hangers secwed to sevcture above. Space main tees at 48 inches on center cross at 24 inches on center and support at intervals of four feet maximum. Wbere ducu, lighting fixtures, or other construc6on above prevents normal placement of hangers, support the ceiling with awciliary members hung from construction above. Provide additional hangers at recessed lighting fixmres, access doors and , ceiling grilles, as required by conditions. Layout grid system as shown on plans, coordinate ceiling with other lrades. 6. ACOUSTICAL CEILING TILE: Lay-in ceiling tiles shall be 2'-0" X 4'-0" X 5/8" or 3/4" thick. fissured mineral board panels as manufactured by USG, Celotex, Armstrong or equal. Minunum Sound Transmission Class (STC) = 35. Minimum Noise Reduction ' Coefficient (NRC) = 0.55. Color to be white. SECTION 9B - GYPSUM BOARD CONSTRUCTION - Page 913-I 1. SCOPE: Furnish and install all gypsum board complete with all screws, nails, metal accessories, finishes, blocking etc., as herein specified or shown on the Drawings for a complete installation. 2. CODES AND METHODS: All gypsutn board consvuction shall comply with all local codes, ASTM and UL tests and recommendations of the Gypsum Associates and the manufacturers. 3. MANUFACTURERS: This specification is based on Gold Bond Building Products. All members, names, etc, therefore reYer to GOLD BOND. Products of United States Gypsum and Georgia-Pacific which conform to Gold Bond shall be considered equaL All other producu must have written approval by the Architect prior to bidding. 4. APPLICATION OF GYPSLTM BOARD: Apply with long dimension parallel to studs. Joints shall be centered over smds, neatly fitted and staggered. Use ma:cimum practical lengths to minimize end joinu. Support gypsum board azound all wtouts and openings. Openings cut in gypsum boazd to fit elecuical outlets, plumbing, piping, etc., shall fit snugly and shall be small enough to be covered by plates, trim or escutcheons. Both face and back paper shall be cut for all cutouts which are not made by use of a saw. Room temperature of 55 degrees Fahrenheit to 70 degrees Fahrenheit shall be maintained during al] gypsum board applications. Inspect all framing prior to installation and remedy all defects prior to installation. 5. ACCESSORIES: A. At intersection of wallboazd and dissimilar materials use "Standard J-Mould". B. Use 1 1/8" X 1 1/8" "Standazd Comer Bead" at all extemal comers. C. Use 1 I/8" X 1 1/8" "Standazd Comer Bead" or "Standazd J-Mould" at the tops of all partitions that stop at the underside of the ceiling grid. 6. FINISHES: A. Taping: Apply joint compound approximately 4 inches wide, centering and embedding tape over all wmer beads, 7-moulds and joinu. When thoroughly dry, cover tape with a coat ofjoint or topping compound approximately 3 inches wide on each side of the tape. This coat shall be smooth with edges feathered. Apply one coat ofjoint or topping compound at all inside comers and 3 coau at all nail or screw head d'unples, gouges and wide spaces. All work shall be such that when painted, no joints, nail and screw dimples or any defecu shall be visible. B. Texturing: All walls to receive smooth finish. 7. GYPSUM BOARD: All gypsum boazd shall be equal to Gold Bond 5/8" or 5/8" Fire-Shield, Type "X" wallboard. Long edges tapered. Secure to metal framing with 1" Type "S" screws at 12 inches on center maximum. Follow local codes if screw or nail spacing is less than shown above. 8. FIRE RATINGS: Ins[all all gypsum board construction in accordance with the fve rating as shown on the drawings. Installation shall wnform with all UL, ASTM and local code requ'vements. 9. STEEL STUDS AND FURRING: All studs shall be 3 5/8 inch or 2'/~ inch screwable studs unless otherwise called for on [he drawings. All studs shall be 25 gauge except at each door jamb provide 20 gauge stud. Provide all tracl:s, stiffeners, backing, etc. Stiffeners shall be installed in all walls 9'-0" high or higher. Space studs at 16 inches on center maximum. 10. CONTROL JOINTS: Provide control joinu in walls at 30' max. intervals in walls exceeding 30' in length. No. 093, U.S. Gypsum, E-Z Snip, Gold Bond or approved equal. SECTION 9C - TILE - Page 9C-1 1. SCOPE: Work under this section shall include all labor, materials, supplies and equipment required for or incidental to the complete installation as hereinafter specified, shown on the Drawings, or as required for wmplete work. 2. PREPARATION: A. Surfaces to raceive tile shall be fum, dry, clean and free of oily or waxy fiUns. B. Grounds, anchors, plugs, hangers, bucks, electrical and mechanical work in or behind tile shall be installed prior to proceeding with tile work. C. Protect adjoining work surfaces prior to beginning tile work. 3. MATERIALS: A. Tile: American Olean, Florida Tile or Dal-Tile, 4 Ya' X 4 Y<" field riles with 2" X 6" bullnose trim at top of wainscot. Colors as shown on Drawings. Provide Owner with an amourn equal to 5% of the amount installed of each type, pattem and color for maintenance stock in full sizes. Package with protective covering for storage and identify with appropriate labels. B. Grout: Latex Portland Cemert Grout, Laticrete 3701, Gcure grouu or approved equal. Color to be White. C. Setting Bed: Thinset latex Portland cement bond coat. 4. INSTALLATION: A. Comply with applicable ANSI standazd installation specifications, Series A108, AI 18, and A136. Maintain minimum temperature limits, drying and curing times and installation practices as recommended by proprietary mortar and grout materials manufacturer. B. Extend tile work into recesses and under equipment and fixhues to form a complete covering without interruptions. Terminate work neatly at obstructions, edges and comers, without disruption of pattem or joint alignments. C. Accurately form irtersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Cazefully gind cut edges of tile abutting trim, finish, or built-in items for straight, aligned joinu. Fit tile closely to electrical outleu, piping Lxtures, and other penetrations so that plates, collars, or covers overlap tile. D. Comply with the manufacturer's instructions for mixing and installation of proprietary materials. 5. JOINTING PATTERN: A. Lay tile in grid pattern. B. Lay out tile work and center tile fields in both d'vections in each space, or on each wall azea. Adjust to minnnize rile cutting. Provide wiform joint widths as recommended by the tile manufachver. Vaziations of joint widths or alignment which are visually unacceptable to the Architect will require reinstallation or replacement of the tile at no extra expense to the Owner. C. Grout tile to comply with referenced installation standards and manufacturer's instructions. 6. PROTECTION & CLEAAIING: A. Upon completion of placement and grouting, clean all ceramic tile surfaces until they aze free of foreign matter. B. Leave finished tile installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective tile work. C. When recommended by the tile manufacturer, apply a protective coat of neutral protective sealer to completed tile walls. D. Protect installed tile work with Ivaft paper of other heavy covering during the construction period, to prevert damage and weaz. SECTION 9D - PAINTING - Page 9D-1 1. SCOPE: Work under this section shall include all labor, materials, supplies and equipment required for or incidental to the complete installation as hereinafter specified, shown on the Drawings, or as required for complete work. "PainY" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate of fmish coau. 2. PREPARATION: A. Remove or protect hazdware, accessories, device plates, lighting fixtures, factory finished work and similar items. Upon completion of each space, cazefully replace all removed items. Use only skilled mechanics for removal, replacement and protection. B. Remove doors to finish tops and bottoms same as faces. C. Wood: Sand paper to smooth and even surface, then dust off. After first coat has dried, putty all nail holes, cracks, open joinu and other defecu. Putty shall be colored to match stain or paint. D. Gypsum Wallboard and Plaster: Fill all minor irregularities with spackling compound and sand to a smooth, level surface. Exercise caze to avoid raising matte of paper. E. Ferrous Surfaces: Remove dirt and grease with mineral sp'uia. Remove rust, mill scale, and defective paint down to sound surface, using scraper, sandpaper or w've brush as necessary. Grind if necessary to remove shoulders at edge or sound paint to prevent flaws from photographing through finish costs. Touch up all spou and damaged shop coats with specified rust inhibitive primer. Sand out any sags or scuffs in shop coat to a smooth finish if exposed. 3. MATERIALS: Only top of line products shall be used. Manufacturers: Glidden, Benjamin Moore, Sherwin Williams, or approved equal. 4. SCHEDULE OF PAINTING: A. Interior and Exterior Metal: l. I coat flat oil paint • 2. 1 coat metal paint B. Interior Wood Work: 1. 1 coat oil primer 2. 2 coats paint C. Galvanized metal: 1. Wash with vinegar solution 2. 1 prime coat zinc dust, zinc-oxide paint 3. 2 coau flat oil paint exterior or 2 coats latex exterior grade D. Interior Gypsum Board or Plaster: l. 1 coat of latex base primer/sealer 2. 2 coau of latex -OR- 1. 1 coat oil base primer/sealer 2. 2 coats semigloss oil paint; See Room Finish Schedule E. Doors: Stain and sealer, 2 coats satin vamish. Rub between coau. F. Existing Walls: 1. Wash walls 2. 2 coats latex paint 5. EXTERIOR SHEET METAL, HVAC. L7NIT & GAS PIPING: Paint to match building. SECTION 9E - WALL COVERINGS - Page 9E-1 1. SCOPE: Work under this secrion shall include atl labor, materials, supplies and equipment required for or incidental to the complete installation as hereinafter specified, shown on the drawings, or as required for a complete installation. 2. SHIPPING & STORING: Pack and ship to prevent damage during transit, storage and installarion. Any damage prior to final acceptance of the building by the Architect and Owner shall be repaired or replaced at no extra cost to the Owner. 3. SiJRFACE PREPERATION: Remove all loose paint and other wall coverings. Glossy surfaces shall either be sanded to dull the surface, or an application of primer should be applied prior to the installation of wall covering. Gypsum wallboazd shall have all nails and screws recessed, with all joint and depressions taped and spackled, sanded and primed with one coat of primer. 4. INSTALLATION: ~ A. Follow manufachuer's instructions for mixing and applying adhesive and primer. Use only manufacturer's approved adhesives. B. Before cutting, examine pattem material for repeat in design. Use panels in exact order as they aze cut from roll. Trim on selvage , of each panel deep enough to ensure color confomtity, using a straight edge on a cutting table, or use the wall cutting procedures ~ (without swring the substrata) acceptable to the Architect. C. Miac paste thoroughly. Apply paste on back of material with brush or roller in a thin, even coat over entire panel. Install panels on the hanging surface, reversing every other panel of non-match patterns unless otherwise instructed by the manufacturer. ! Fill in over doors and windows with panels cut in consecutive order from the roll. D. Smooth fabric to hanging surface with stiff-bristled sweep brush or flexible broad Imife to eliminate air bubbles and ensure adhesion. Vertical joinu shall not occur less than 6 inches from external or intemal comers. Remove excess paste from seam before making next seam using a sponge or cloth dampened with clean water and wiping clean with a dry towel. E. Where applicable, install wall covering before installation of plumbing, casing, bases, cabinets, etc. SECTION 9F - CARPET - Page 917-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidenta] to the complete performance of the work as shown on the drawings or in the specifications, including fabrication, delivery, installation and protection. 2. CARPETING: Carpeting and adhesive shall be furnished by others. Carpe[ shall be d'uect glue down with no padding. 3. ACCESSORIES: A. Carpet Edge Guazd: Eauvded or molded rubber carpet edge guard. Colors as selected by Architect among standard colors available within the industry (any manufacturer). B. Resilient carpet nosing: lf required, provide R.C. Musson Rubber Co, No. 145 or equal by RCA Rubber, Roppe, Burke or Flexco. 4. PREPARATION: A. Do not commence with carpet installation until painting and finishing work is complete and ceilings, piping and overhead work has been tested, approved and completed. Maintain room temperature and relative humidity as directed in manufacturer's directions. B. Cleaz away debris, oils, paint, solvenu and scrape off cementitious deposiu from surfaces to receive carpeting. Ensure concrete floors aze free from scaling and irregulaziues. Use an approved cementitious latex mastic filler to pacch cracks, small holes and for leveling. Grind or smooth offsets to eluninate wear poinu. C. Sequence carpeting with other work so as to minimize the possibiliry of damage and soiling of carpet during the remainder of the construction period. Vacuum substrate immediately prior to cazpet installation, and remove al] deleterious substances which would interfere with the installation or be harmful to the work. If concrete shows evidence of dusting, apply sealer to remedy this condition. 5. INSTALLATION: A. Comply with manufacturer's instrvctions and recommendations. Maintain d'uection of pattem and texture, including lay of pile. Do not seam weft to warp, except as d'uected. B. Lay carpet on floors with run of the pile in the same d'uection of anticipated vaffic. Extend carpet under open-bottomed and raised bottomed obswctions, and under removable flanges of obstructions. C. [nstall cazpet edge guard at every location where edge of carpet is exposed to traftic. D. Apply adhesive to cut edges of backing to prevent raveling of face yam and backing. Apply adhesive in accordance with manufacturer's instructions. Butt carpet seams and edges tighNy together, eliminate a'u pockets, and roll to ensure uniform bond everywhere. Remove adhesive promptly from face of carpet. 6. PROTECTION AND CLEANING: A. Remove debris from installation, cazefully sorting pieces to be saved from scraps to be disposed o£ Vacuum carpet with a commercial machine, with rotating agitator or beater in the nozzle. Remove all soiled spou. B. Protect carpet so it will be in undamaged and unsoiled condition at the time of acceptance. Use the type of non-staining cover material that should be used for protective cover. DIVISION 10 - SPECIALTIES SECTION l0A - TOILET PARTITIONS - Page 10A-1 1. SCOPE: Furnish and install all toilet stall parti6ons and urinal screens as indicated on ffie Drawings and Specified herein. Installation shall be complete with all pilasters, doors, partirions, fittings, hardwaze, etc. 2. MANLJFACI'URERS: Provide all componenu as supplied by one manufacturer. A. WOMEN'S REST ROOM: Sanymetal 943 Pink, or Accurate #965 Pink, or American Sanitary #93 Rosedust. B. MEN'S REST ROOM: Sanymetal #23 Blue, or Accurate #815 Azure, or American Sanitary #85 Nordic Blue. 3. MAT'ERIALS: A. Doors and Partitions: Panel units shall be 1" Urick, insulated and sound deadened. Provide cutouts, anchorages for hardware, toilet accessories specified. B. Pilasters: Pilasters shall be 1 Ya" thick, floor mounted, secured as required for secure installation. C. Urinal Screen: Wall and floor mounted, same construction and matching the toilet partitions. q, gpgDWARE AND ACCESSORIES: A. Pilaster Shoes: Type 302/304 stainless steel, not less than 3" high, and 30 gauge; finish to match hazdwaze. B. Stirrup Brackeu: Manufacturer's standazd design for attaching panels to walls and pIlasters, stainless steel; finish to match hazdware. C. Hazdware: Manufacturer's standard exposed fasteners of stainless steel, finished to match hazdwaze, with theft-resistant type heads and nuts. For concealed anchors, use hot-dip galvanized, cadmium-plated, or other rest-resistant protective-coated steel. For each stall, include coat hook, pull, heavy slide bar, latch, rubber-tipped bumpers, graviry hinges with concealed ball bearing rollers. D. Anchorage Devices, Trim: Include anchorage devices, closures, covers, trim, accessories requ'ued for complete installation. Provide exposed fasteners of theR-resistant type. 5. INSTALLATION: A. General: Install partitions rigid, straight, plumb and level, with the panels laid out as shown. Provide cleazances of not more than between pilasters and panels, and not more than 1" beriveen panels and walls. Secure panels to walls with not less than two stirrup brackets attached near top and bottom of panel. Secure panels to supporting walls with manufacturer's recommended anchoring devices, as shown on final shop drawings, or in manufacturer's instructions. Take field measurements prior to prepazation of shop drawings and fabrication to ensure proper fitting of the work. Fumish inserts and anchoring devices which must be built into other work for the installation of toilet partitions and related work. Coordinate delivery with other work to avoid delay. B. Hazdwaze Adjushnent: Adjust and lubricate hazdwaze fox proper operation after installation. Set hinges on in-swing doors to hold open approximately 30 degrees from the closed position when uo-latched. C. Protection and Cleaning: Protect units so that there will be no indicarion of use or damage at the time of acceptance. Perform final adjustments to operating paits of the assembly just prior to final inspection. Clean all exposed surfaces and touch up minor scratches and other finish imperfections using materials and methods recommended by the manufacturer. Replace damaged units which cacnot be satisfactorily field repaired. ' 6. SUBMI7"fALS: Three complete seu of shop drawings shall be fivnished to Architect for his approval, prior to fabrication of material for this installation. Submit setting drawings, templates, and instructions for the installarion of anchorage devices built into other work. SECTION lOB - TOILET ACCESSORIES - Page l OB-1 1. SCOPE: Furnish and install all toilet accessories as indicated on the Drawings and Specified herein. 2. MANLJFACTURERS: Provide products complying with requirements of the contract documents and made by one of the following: A. Bobrick Washroom Equipment, Inc. B. Bradley Corporation. Include anchorage devices, trun, accessories as required for complete ins[allation. C. Accessories Table: ITEM BOBRICK BRADLEY Tissue Dispenser B-6867 5234 36" Grab Baz 6106-36 8170-001360 42" Grab Baz 6106-42 8170-001420 Lather Shelf B-2014 662 Wall Mirrors B290 780 Feminine Disposal B270 4781 Paper Towel Dispensers Md Disposal B-3944 237-10 Cup Dispenser B-235 9495 3. MATERIALS: A. Stainless steel shall be Type 302/304 with No. 4 polished fmish, 22 gauge minimum unless otherwise indicated. Sheet steel shall be cold-rolled, commercial qualiry. Surface preparation and pretreatrnent as required for applied fmish. B. Steel mounting devices shall be hot-dip galvanized after fabrication or of same materials as accessory unit. Provide toilet accessory manufacturer's recommended items for substrates and wnditions indicated. C. Mirror Glass: thick glass, Type 1, Class 1, electro-copper back, complying with FS, warranted against silver spoilage for ten yeazs. Stainless steel frame, 18 gauge minimum, mitered comers welded with accomodations for edge protection material. Galvanized steel back, 20 gauge minimutn, attached mechanically with concealed fasteners to frame. 4. INSTALLATION: A. Perform installation in accordance with manufacturer's instructions, except where project conditions requue exua precautions or provisions to ensure satisfactory performance of the work. Use concealed fastenings whenever possible. Provide anchors, bolts and other anchorages, and attach accessories securety to walls and partitions in locations as shown or d'uected. B. Install concealed mounting devices and fasteners fabricated of the same material as the accessories, or of galvanized steel, as recommended by the manufacturer. Install exposed mourting devices and fasteners fmished to match the accessories. Provide theft- resistant fasteners for all accessory mountings. Secwe accessories in accordance with the manufacturer's instructions for each item and each type of substrate constrvction. C. Adjus[ toilet accessories for proper operation and verify that mechanisms function smoothly and properly. Replace darnaged or defective items. 5. PROTECTION AND CLEANING: A. Clean and polish all exposed surfaces after installation and after removing labels and protective coatings or coverings. DIVISION 15 - MECHANICAL SECTION 15A - GENERAL REQUIREMENTS - Page 15A-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete performance of the work as shown on the Drawings or in the Specifications, including fabrication, delivery, installation and protection of all mechanical sections of Division 15. 2. GENERAL: Mechanical and Plumbing Specifications aze on the Drawings. DIVISION 16 - ELECTRICAL SECTION 16A - GENERAL PROVISIONS - Page 16A-1 1. SCOPE: Work shall include all labor, materials, supplies and equipment required for or incidental to the complete performance of the electrical systems whether specifically mentioned or not, as shown on the drawings or in the specifications, including fabrication, delivery, installation and protection of all electrical work of all sections of Division 16. Work includes work of other trades necessary for completion of electrical installation. Exclude work performed by others, mechanical equipment installation, telephone system wiring, except as noted elsewhere on drawings or specifications. 2. GENERAL: This section is to be coordinated with and complimentary to the General and Supplemental Conditions of the Contract. This section is in tended to call particulaz attention or qualify above conditions; it is not intended to omit any of the above conditions if not repeated herein. 3. INTENT: It is the intention of the specifications and drawings to call for finished work, tested and ready for operation. A. Minor details not shown but which aze provided by and/or recommended by the codes or manufacturers for proper operation shall be included in work same as if herein specified or shown. Plans and specifications aze complimentary and what is called for by one shall be as binding as if called for by both. 4. ALTERNATE EQUIPMENT: Alternate manufacturer considered of equal or superior performance. Submittal for altemate in triplicate five (5) working days prior to bid closing date. Submit complete information required to consider altemate. Approval of alternate in no way alters requirements of the documenu. Contractor responsible for any alterations or costs associated with installation of altemate equipment, materials, and systems. 5. PERMITS AND INSPECTIONS: Provide all necessary permits, inspections, etc. Furnish Owner with all inspection certificates and approvals. Workmanship shall be of highest qualiTy and subject to inspection and complete satisfaction of Engineer and Architect. 6. CODES AND STANDARDS: Comply with local codes and latest edition National Electrical Code (NEC) and Life SafeTy Code. Equipment and materials have Undenvriters (UL) label as applicable and conform to latest indushy standards, including: American Standards Association (ASA), Institute of Electrical and Electronic Engineers (IEEE), Insulated Power Cable Engineer's Association (IPCEA), National Electrical Manufacturer's Association (NEMA), National Fire Protection Association (NFPA) and Occupational Safety Health Act (OSHA). Z LOCAL CONDITIONS: Examine site and site survey drawings to resolve any conflicts prior to bid. Adjust electrical work to suit requ'vements and project feahues. Extreme caution shall be exercised in excavation near existing utilities to avoid any damage thereto and be responsibie for any damage caused by such operations. 8. RELATED WORK: Provide all cutting, patching, refmishing, resurfacing, trenching, backfilling, supports, anchors, etc. associated with electrical work. Arrange for passage and installation of all equipment into building. Work shall be provided by mechanics skilled in partiwlar trades. Obtain prior approval before cutting building finishes or structural members. Remove all debris resulting from electrical work during and at completion of construction. Coordinate with and adjust installation with work of other trades to avoid interference. Provide adequate temporary lighting and power during construction as required by the Occupational Safety Health Act. Further, provide gound fault protection as requued by the National electrical Code. Costs for electrical service during conshvction shall be paid by the General contractor. Provide all guazd rails, protective screens, waming signs, night lights, etc., as necessary to prevent accidents for work performed under this contract. 9. GUARANTEE: All work and equipment shall be unconditionally guaranteed by the Contractor for one year after date of final acceptance of the Owner, unless a greater guarantee is noted on the plans and specifications. All guarantees shall be written in the name of the Owner and submitted with the instruction manual. 10. "AS BUILT" DRAWINGS: The Contractor shall mazk up one set of plans at the completion of the project to reflect any and all changes from Contract Plans. SECTION 16B - BASIC MATERIALS & METHODS - Page 1613-1 1. GENERAL: All the conditions of Section 16A - General provisions shall apply [o this section 2. CONDUITS: Provide hot-dipped galvanized rigid steel or intermediate metal conduit. lntermediate metal condui[ and MC cable shall be installed in all locations as permitted by N.E.C.. Install rigid steel conduit for secondary electrical service entrance. Provide hot-dipped galvanized electrical metallic tubing in dry locations where not subject to physical damage installed in accordance with N.E.C.. Size as shown or as required by code for number, size, type of wire. Conduit bends shall conform to Code regulations for radii, and shall be cazefully made to avoid injury or protection of flattening. Flexible conduit: Flexible conduit shall be liquid tight except where used with recessed light fixture. 3. WIREWAYS: Provide lay-in type wireway as shown, including all fittings, connectors, closing plates, junction boxes, hangers, - etc., as required for complete system. Located and sized on the drawings or sized as required for the conductors installed. Installation in accordance with N.E.C.. 4. OUTLETS: Provide appropriate outlets located on drawings to suit intended purpose in accordance with code. Mount outlet boxes for wall receptacles and telephone outlets at 18" above finished floor unless otherwise noted. Outlet boxes for wall switches shall be installed at 54 inches above finished floor and within 6 inches of door latch. Outlet boaes for receptacles and/or switches above a counter shall be 6 inches above counter except as noted. 5. JLINCTION BOXES: Provide code gauge, sheet metal boxes located and sized or as otherwise required with suitable covers, trims, etc. Size boxes not indicated by number and size of conduits or conductors in accordance with code. Install securely in place, plumb with building lines. Located with accessible covers and minimum four (4) screws per cover with screws not over 8 inches on center. Surface or flush mounted as shown or as required. Provide exposedjunction boxes one(I) rust-inhibiting prime coat and two (2) finish coats to match final wall color. 6. WIRING: Provide soft-drawn, copper of sizes per the NEC to carry the load shown on the drawings. Color code in accordance with code. Conductor size increased to keep branch circuits within 2 percent voltage drop. 7. OVERCURRENT PROTECTIVE DEVICES: Provide c'vcuit breakers, appropriate frame, bolt-on type as required. 8. SWITCHES AND RECEPTACLES: Provide specification grade wiring devices as noted. Ampere rating of switches equal or greater than load served. Receptacles mounted with major axis horizontaL Receptacles NEMA performance certified for plug retention and overload testing. Switches NEMA and UL performance certified for endurance, overload, temperature rise and dielectric strength. Provide one-piece device plates as noted to suit rype, number, and mounting of devices. SECTION 16C - SERVICE AND DISTRIBUTION - Page 16G1 1. GENERAL: All the conditions of Section 16A - General Provisions shall apply to this section. 2. SERVICE AND DISTRIBUTION SYSTEM: Provide complete electrical service and distribution as indicated on the drawings. Feeder conductors unspliced between equipment terminals, except in accessible pull boxes. 3. GROUNDING: Provide grounding system to all electrical system neutrals, endosures, raceways in accordance with NEC Article. SECTION 16D - LIGHTING - Page 16D-1 1. GENERAL: All the conditions of Section 16A - General Provisions shall apply to this section. 2. LIGHTING: Thoroughly clean all fixtures and lamps after construction and prior to occupancy. All fixtures securely mounted and suitably supponed for fixture type and mounting. Provide lighting fixtures in locations as shown and of type specified complete with all accessories including lenses, louvers, reflectors, supports, frames, wiring boxes, ]amps, and ballasts, etc., as requued. Space fixtures ] 1/2 inches from combustible low-densiry fiberboard unless UL approved for direct mounting. 3. LAMPS, BALLASTS, ACCESSORIES: Provide cool white fluorescent lamps, and 125 V. rated incandescent lamps. Provide 40 watt lamps with rapid start ballasts. 4. EMERGENCY LIGHTING F[XTURES: Provide necessary lighting fixtures as shown and of type specified complete with automatiq solid state control and chargec Charger to continuously monitor battery voltage and capable of full chazge restoration within 12 hours after 1.5 hour dischazge