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HomeMy WebLinkAbout3490 Youngfield StreetCity of K j ge KWh6at MUNiTY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 DATE: April 18, 2018 TO: Accounting Department FROM: Meredith Reckert, Senior Planner SUBJECT: ESCROW REFUND/RELEASE Request for Release Reimbursement is requested for funds in the amount of $5,200.00 (Five thousand two hundred dollars and no cents) being held for landscaping for property located at 3490 Youngfield Street. The landscape improvements have been completed to the City of Wheat Ridge's satisfaction. If you have any questions, I can be reached at 303-235-2848 or mreckertgci.wheatridge.co.us. MAKE PAYMENT TO: BC Builders Meredith Reckert for Ken Johnstone Director of Community Development www.ci.wheatridge.co.0 s M City of Whbat l COMMUNITY DEVELOPMENT Landscaning Escrow Agreement This agreement made this l lth day of January 2018, by and between the City of Wheat Ridge and BC Builders for escrow in the amount of Five thousand two hundred dollars and zero cents ($5,200.00) being held by the City of Wheat Ridge until landscaping is competed at 3490 Youngfield In the event that the installation of landscaping is not completed by the builder by June 1, 2018, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of June 1, 2018, has expired. Approved and Agreed: General Contractor: 3 G V PAS a N L ` Signature Print Name 11�o%U C-ARM4•l. , LAKWIo6N '� Business / Phone R*-� � ---- Date Title Cite of Wheat Ride, Colorado By: Title: �(%st✓%2-u-C Date: I ` H r /7 10 1 - 90s -'z31 q 3Rv�g , Cq ftPFa`.i4,lt Q CoMCA6% . NgT § a i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q / q Job Address: � 9 Q u / c ---H'e ( A __24�a4- Permit Number: Z U 14-O iP8 ZS" ❑ No one available for inspection: Time 17 " 0 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: `_1 - Inspector: DO NOT REMOVE THIS NOTICE PERMIT: ADDRESS: S ADDRESS: qy iQd JOB CODE: INSrECTlO R CORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers % C , F 103 Footingfr fi/- �1 ] T77ate 104 Foundation Setback Cert. 105 t 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 7 h (/ n 4F✓ id✓ n % 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 706 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Bough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial ' 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Rough Inspection (continued) Date I spect r Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial �l 'Z. �'t ' 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential �l 'Z. �'t C JV... 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i . CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4' I Job Address: U o u H� —7 l Permit Number: V,\ -C- - 0 1 �>_ tt - ❑ No one available for inspection: Time A /PM Re -Inspection require: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:�feu'L DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 14L_ Job Address: C) w 6LU .Crr Permit Number: SDI I OU ?,5 DU I L, 0 ► L�Ca 0ts,-L MON 1EV ❑ No one available for inspection: Time 0905 M/P Re -Inspection required: Yes No When corrections have been made, call for;�,14) spection at 30 -234- 933 Date:l v� I Inspector:C (�dj DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � 1 til . f LL -6-C. 6-oM PA Job Address: D `lf) ( Iii 4�i5--1,D G% Permit Number: 72)l"M ,'46 2.5 w;0 ' ❑ No one available for inspection: Tim AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5 33 Date: 10221R -Inspectors -e-- --� DO NOT RE E THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -Gy Permit Number: ❑ No one available for inspection: Time "°! .:./ _. AylpM Re -Inspection required: Yes (Nom,._ When corrections have been made, call for re-inspec�tion/at 303-234-5933 Date: //- :,� `% % Inspector: DO NOT REMOVE THIS NOTICE I* � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 20 Un d fa lova d Job Address: 1_% u TT__ _5 Number: --^Lo l76 A18 � r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:6 Inspector: M7—# J DO 7— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /�10 f t11 fpr eU!/n Job Address: gqclo Permit Number: O/ 0 ❑ No one available for inspection: Time 110AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 103111 Inspector: M1:7 ff DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Accessory Stru PERMIT - 201706825 PERMIT NO: 201706825 ISSUED: 10/16/2017 JOB ADDRESS: 3490 Youngfield ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Install free standing ATM in parking lot; 15 sq ft total **Revision: Adding a pole light in ATM island; Added valuation: *** CONTACTS *** OWNER 303-300-5300 WELLS FARGO SUB (720)583-1679 Bruce Carpenter 160250 B C Builders, Inc. SUB (303)456-8416 Randy Sutton 022384 All -Tech Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 133,588.00 FEES Total Valuation 0.00 Plan Review Fee 878.38 Use Tax 2,805.35 Permit Fee 1,351.35 Engin. Review Fee 700.00 ** TOTAL ** 5,735.08 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection.All roughs to be done at Framing Inspection. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. One additional street tree required adjacent to the new improvements in the northern island adjacent to Youngfield. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. City of Wheat Ridge Comm. Accessory Stru PERMIT - 201706825 PERMIT NO: 201706825 ISSUED: 10/16/2017 JOB ADDRESS: 3490 Youngfield ST EXPIRES: 10/16%2018 JOB DESCRIPTION: Install free standing ATM in parking lot; 15 sq ft total **Revision: Adding a pole light in ATM island; Added valuation: 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 ermrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that allworktobeperrmeisdisclosed in this document and/or its' accompanying approved plans and specifications. r_ _F_ Signature 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, po plans 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. 4e No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of anv applicable code ordinance orulation of his 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. City of Wheat j , -ge COMMUNITY DEVELOPMENT I FOR OFFICE USE ONLY Date: /0/ /] f/ '-7 Add to Permit # 1 14 Building & Inspection Services Division I 7 © 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 *Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: oermits(a-)ci.wheatridoe.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �N q c VE0 t%t%Zr Property Owner (please print): �(JL�t{S Ey¢/2ro Phone: Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zi Submitting Company: Jam" ��- P f S Q A) Contact Person: hAYW Phone: ;2-� —74> 10 � Contractor: F -;,_ --T-/Vcc— Contractors City License #: s-0 Phone: Contractor E-mail Address: El&e , C,41 &.L� LP2,90,4-97- , AJe I -- Please Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: r� Lop t -o (J Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: W`4 KL),r , Aqe"/-�—SIGNA ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: ?JV (vO'D =0 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 11 Received ❑ Not Required DEPARTMENT USE ONLY DATE: i l v1 OCCUPANCY CLASSIFICATION: U Building Division Valuation: $ 1 Randy Slusser From: bruce.carpenter@comcast.net Sent: Thursday, November 2, 2017 12:01 PM To: Randy Slusser Subject: RE: Light Pole Revision for 3490 Youngfield - Wells Fargo Follow Up Flag: Follow up Flag Status: Flagged Randy, The six foot depth is the detailed we will be using. The embeds are 11/16" in diameter and 24" long with a 3" hook on the bottom. We are installing a 20" light pole to the embeds. Sincerely, Bruce Bruce Carpenter B C Builders, Inc (720) 583-1679 Office (303) 232-0119 Fax (303) 905-2319 Cell 6595 W. 14th Avenue, Suite 201 Lakewood, Co 80214 From: Randy Slusser [mailto:rslusser@ci.wheatridge.co.us] Sent: Thursday, November 2, 2017 10:30 AM To: bruce.carpenter@comcast.net Cc: Dan Schultz <dschultz@ci.wheatridge.co.us>; Kimberly Cook <kcook@ci.wheatridge.co.us> Subject: Light Pole Revision for 3490 Youngfield - Wells Fargo Bruce, There still are some questions on the light pole detail. If you could look into the following comments, we can expedite your approval. 1. Detail 4/A2.01— There are two depths for the footing. Does the detail by Thomas Chapman apply? One states 12' that is on sheet A2.01, the other 6' that is on an 8-1/2x 11 attached to the plans. The plans should be revised to match or the detail crossed out. 2. We need to know the specs on the anchor bolt. How many, size/diameter, length, min. embedment depth. 3. What is the maximum height light pole that can be attached to the base? If you can email me a revised detail from the engineer, that will be very helpful. Regards, Randy Slusser Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 Fax: 303-237-8929 www.ci.wheatridge.coms tit}c�i Wheat Kictge COMA-411NITY DFVfIOV%AVNT CONRDENTiALiTr NOTICE: This e-mail contains business-confidentiai information. it is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Randy Slusser From: Randy Slusser Sent: Thursday, November 2, 2017 10:30 AM To: 'bruce.carpenter@comcast.net' Cc: Dan Schultz; Kimberly Cook Subject: Light Pole Revision for 3490 Youngfield - Wells Fargo Bruce, There still are some questions on the light pole detail. If you could look into the following comments, we can expedite your approval. 1. Detail 4/A2.01—There are two depths for the footing. Does the detail by Thomas Chapman apply? One states 12' that is on sheet A2.01, the other 6' that is on an 8-1/2x 11 attached to the plans. The plans should be revised to match or the detail crossed out. 2. We need to know the specs on the anchor bolt. How many, size/diameter, length, min. embedment depth. 3. What is the maximum height light pole that can be attached to the base? If you can email me a revised detail from the engineer, that will be very helpful. Regards, Randy Slusser Plans Examiner Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 Fax: 303-237-8929 www.ci.wheatridge.co.us Cele of W �- eat [ _ is 11�c (�11,4gtr1k$N1lY )[VIIovmfN1 �' CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. �IF _' 0 fes'''�cowo7o >r,-,,- t0 DESCRIPTION McGraw -Edison The Galleon T" LED luminaire delivers exceptional performance in a highly scalable, low -profile design. Patented, high -efficiency AccuLED Optics T" system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy -wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested and rated. Optional tool -less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high -efficiency injection -molded AccuLED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT 70 CRI. Optional 3000K, 5000K and 6000K CCT. DIMENSIONS Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90%p lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 600mA, 800mA and 1200mA drive currents (nominal). Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during mounting. When mounting two or more luminaires at 901 and 120° apart, the EA extended arm may be required. Refer to the GLEONAF08LEDE1T4FT arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. QUICK MOUNT ARM: Adapter is bolted directly to the pole. Quick mount arm slide into place on the adapter and is secured via two screws, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock -out enables round pole mounting. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard housing colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. DIMENSION DATA Number of "A" "B" B. Weight EPA Light Squares Width Standard Optional Arm with Arm with Arm' Arte Length Length' (lbs.) (Sq. Ft.) 1-4 15-1/2" 7" 10" 33 0.96 (394mm) (178mm) (254mm) (15.0 kgs.) 5-6 21-5/8" 7" 10" 44 1.00 (549mm) (178mm) (254mm) (20.0 kgs.) 7-8 27-5/8" 7" 13" 54 1.07 (702mm) (178mm) (330mm) (24.5 kgs.) 9-10 33-3/4" 7" 16" 63 1'12 (857mm1 (178mm) (406mm1 (28.6 kgs.) NOTES: 1. Optional arm length to be used when mounting two fixtures at 90" on a single pole. 2. EPA calculated with optional arm length- E:7*N Pomnna Business Wadawlde DRILLING PATTERN 3/4" [19mm) Diameter Hole 4L2" mm) 7/8" [22mml 1-314" [44mmi (2) 9/16" [14mmi Diameter Holes *www.designlights.org GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE CERTIFICATION DATA UUcUL Wet Location Listed ISO 9001 LM79 / LM80 Compliant 3G Vibration Rated IP66 Rated DesignLights ConsortiumTm Oualified` ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120V -277V 50160Hz 347V & 480V 60Hz -40*C Min. Temperature 40*C Max. Temperature 50*C Max. Temperature (HA Option) 61� TD500020EN cP� 2016-09-2815:31:55 t r ARM MOUNTING REQUIREMENTS Configuration 90' Apart 120' Apart GLEON-AF-01 1. Amt 7' Arm 15-1/2" (394mm) (Standard) (Standard) GLEON-AF-02 7' Arm 7" Arm 7-8 27-5/8" (702mm) 56 (25.45 kgs.) (Standard) (Standard) GLEON-AF-03 7' Arm 7" Arm (Standard) (Standard) GLEON-AF-04 7' Arm 7" Arm (Standard) (Standard) GLEON-AF-05 10" Extended Amt 7" Arm (Required) (Standard) GLEON-AF-06 10' Extended Arm 7" Arm (Required) (Standard) GLEON-AF-07 13' Extended Arm 13" Extended Arm (Required) (Required) GLEON-AF-08 13" Extended Arm 13" Extended Arm (Required) (Required) GLEON-AF-09 16" Extended Arm 16' Extended Arm (Required) (Required) GLEON-AF-10 16' Extended Arm 16" Extended Arm (Required) (Required) STANDARD WALL MOUNT 2 @ 180° Triple' 2 G 90' Triple' Ole NOTES: 1 Round poles are 3 ® 20'. Square poles are 38190'.2 Round poles are 3 0 90'. QUICK MOUNT ARM (INCLUDES FIXTURE ADAPTER) 4-15/16" [125mm]— QM Quick Mount Arm (Standard) MAST ARM MOUNT 2-7/16" 161mm] w5m mm] 618" m]mm] m Dia. Hole 3-314" GLEON GALLEON LED 4090' il. O [76mm] W,[4�7 /16" j� 3-13/16"mI ) 27/64" [11mm] 8-1 (8" f206mm] L3-13/64", Dia. Hole [82mm] QMEA Quick Mount Arm iExiendecl) „A' QUICK MOUNT ARM DATA �� 8 21-3l4" [553mm] (215m15mm] 16- -314" [553mm] [421mm1mm] Number of Light Squares 1.2 'A' Width Weight with QM Arm (lbs.) Weight with QM EA Arm (lbs.) EPA (Sq. Ft.) 1-4 15-1/2" (394mm) 35 (15.91 kgs.) 38 (17.27 kgs.) 1.11 5-61 21-5/8" (549mm) 46 (20.91 kgs.) 49 (22.27 kgs.) 7-8 27-5/8" (702mm) 56 (25.45 kgs.) 59 (26.82 kgs.) rvun w: r um option avanaDie whn r -s night square conngurations. a UMbA option available with 1-6 light square configurations. 3 0MEA arm to be used when mounting two fixtures at 90' on a single pole. Eaton E,,T 1121 Highway 74 Scull,_ Peachtree City, fl4 30269 Specifications and TD500020EN P: ?70188 1800 dimensions subluct to Powering Business Worldwide •www.eaton.comdiahting change without notice. 2016-09-2815:31:55 OPTIC ORIENTATION Side House Side Standard OPTICAL DISTRIBUTIONS T2 (Type II) RW (Rectangular Wide Type I i I i i I Street Side House Side Optics Rotated Left @ 901 (1-901 SI -2 T3 (Type 11 with Spill Control) (Type III) GLEON GALLEON LED Street Side Side Optics Rotated Right @ 90° JR901 Asymmetric Area Distributions SL3 T4Fr T4W SL4 (Type III with Spill Control) (Type IV Forward Throw) (Type IV Wide) (Type IV with Spill Control) I Asymmetric Roadway Distributions T2R T3R } (Type 11 Roadway) (Type III Roadway) –(::� ;D– Q --r---) LUMEN MAINTENANCE Symmertric Distributions 5NQ 5MQ SIND (Type V Square Narrow) (Type V Square Medium) (Type V Square Wide) 1-7 E--� L -J( I I -J CD Specialized Distributions - AFL SLL (Automotive Frontline) (90° Spill Light Eliminator Left) I I I J 100 I . Calculated per IESNATM-21 Data I Projected 95 ............ . ................. 90 � 85 a j a, 80 i 0 75 70 65 i e E 60 — —j— -- -- J 55 I 50 45 .. �� v vv .v vv vu ru ou av 10. Hours (Thousands) Up to 1A, up to 50°C — 1.2A, up to 40°C — Eaton EN 1 i21 Highway 71 South _ * Peachtree City, GA 30269 Specifications and P: 770-486 1800 dirnensions subject to Pbwennr, R.usiness Woddwide www.eaton.comdiahting change without notice. SLR (90° Spill Light Eliminator Right) LUMEN MULTIPLIER Ambient Temperature TM -21 Lumen 0°C Drive Current Ambient Temperature Maintenance Projected L70 25°C (60,000 Hours) (Hours) Up to 1A Up to 50°C > 95% 416,000 1.2A Up to 40°C > 90% 205,000 100 I . Calculated per IESNATM-21 Data I Projected 95 ............ . ................. 90 � 85 a j a, 80 i 0 75 70 65 i e E 60 — —j— -- -- J 55 I 50 45 .. �� v vv .v vv vu ru ou av 10. Hours (Thousands) Up to 1A, up to 50°C — 1.2A, up to 40°C — Eaton EN 1 i21 Highway 71 South _ * Peachtree City, GA 30269 Specifications and P: 770-486 1800 dirnensions subject to Pbwennr, R.usiness Woddwide www.eaton.comdiahting change without notice. SLR (90° Spill Light Eliminator Right) LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 0°C 1.02 10°C 1.01 25°C 1.00 40°C 0.99 50°C 0.97 TD500020EN 2016-09-28 15:31:55 GLEON GALLEON LED NOMINAL POWER LUMENS (1.2A) Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Nominal Power (Watts) 67 129 191 258 320 382 448 511 575 640 Input Current @ 120V (A) 0.58 1.16 1.78 2.31 2.94 3.56 4.09 4.71 5.34 5.87 Input Current @ 208V (A) 0.33 0.63 0.93 1.27 1.57 1.87 2.22 2.52 2.8 3.14 Input Current @ 240V (A) 0.29 0.55 0.80 1.10 1.35 1.61 1.93 2.18 2.41 2.71 Input Current @ 277V (A) 0.25 0.48 0.70 0.96 1.18 1.39 1.69 1.90 2.09 2.36 Input Current @ 347V (A) 0.20 0.39 0.57 0.78 0.96 1.15 1.36 1.54 1.72 1.92 Input Current @ 480V (A) 0.15 0.30 0.43 0.60 0.73 0.85 1.03 1.16 1.28 1.45 Optics 4000K/5000K Lumens 6,709 13,111 19,562 25,848 32,026 38,325 45,324 51,355 57,286 63,424 T2 3000K Lumens 5,939 11,606 17,316 22,881 28,349 33,925 40,121 45,459 50,710 56,143 BUG Rating B1 -U0 -G2 B2 -UO -G2 B3 -1.10-G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 84 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 7,122 13,919 20,769 27,442 34,000 40,687 48,117 54,519 60,816 67,333 T2R 3000K Lumens 5,939 11,606 17,316 22,881 28,349 33,925 40,121 45,459 50,710 56,143 BUG Rating B1 -U0 -G1 82-1.10-G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 83 -UO -G5 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,838 13,363 19,939 26,346 32,642 39,062 46,196 52,343 58,388 64,646 T3 3000K Lumens 6,053 11,829 17,650 23,321 28,895 34,578 40,893 46,334 51,685 57,225 BUG Rating B1 -U0 -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -U0 -G5 4000K!5000K Lumens 6,990 13,660 20,382 26,931 33,368 39,930 47,223 53,506 59,686 66,081 T3R 3000K Lumens 6,188 12,092 18,042 23,839 29,537 35,346 41,802 47,364 52,834 58,495 BUG Rating B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -1.10-G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,878 13,440 20,055 26,499 32,832 39,289 46,464 52,646 58,726 65,020 T4FT 3000K Lumens 6,088 11,897 17,753 23,457 29,063 34,779 41,130 46,602 51,984 57,556 BUG Rating B1 -U0 -G2 B2 -1.10-G3 B2 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K15000K Lumens 6,789 13,267 19,795 26,156 32,408 38,781 45,864 51,967 57,968 64,180 T4W 3000K Lumens 6,010 11,744 17,523 23,153 28,688 34,329 40,599 46,001 51,313 56,812 BUG Rating B1 -U0 -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -1.10-G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,697 13,088 19,529 25,804 31,970 38,259 45,245 51,267 57,186 63,315 SL2 3000K Lumens 5,928 11,565 17,287 22,842 28,300 33,867 40,051 45,382 50,621 56,046 BUG Rating B1 -UO -G2 B2 -UO -G3 B3 -UO -G3 83 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -U0 -G5 84 -UO -G5 4000K15000K Lumens 6,837. 13,361 19,936 26,342 32,639 39,057 46,189 52,336 58,380 64,636 SL3 3000K Lumens 6,052 11,827 17,647 23,318 28,892 34,573 40,887 46,328 51,678 57,216 BUG Rating B1 -U0 -G2 82-1.10-G3 82 -UO -G4 B3 -UO -G4 B3 -UO -G5 133-1.10-G5 B3 -1.10-G5 B4 -UO -G5 B4 -1.10-G5 B4 -UO -G5 400OK/5000K Lumens 6,496 12,695 18,943 25,029 31,011 37,110 43,886 49,727 55,470 61,414 SL4 3000K Lumens 5,750 11,238 16,768 22,156 27,451 32,850 38,848 44,018 49,102 54,364 BUG Rating B1 -U0 -G2 B1 -U0 -G3 B2 -UO -G4 B2 -UO -G4 B2 -UO -G5 j B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 83 -UO -G5 4000Ki5000K Lumens 7,052 13,781 20,564 27,171 33,664 40,285 47,641 53,981 60,215 66,669 5NQ 3000K Lumens 6,242 12,199 18,203 24,052 29,799 35,660 42,172 47,784 53,302 59,015 BUG Rating B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G2 B5 -U0 -G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 4000K/5000K Lumens 7,182 14,034 20,942 27,671 34,284 41,027 48,518 54,975 61,323 67,896 5MQ 3000K Lumens 6,358 12,423 18,538 24,494 30,348 36,317 42,948 48,664 54,283 60,102 BUG Rating B3 -U0 -G1 B4 -UO -G2 B4 -UO -G2 B5 -1.10-G3 B5 -UO -G4 B5 -1.10-G4 B5 -UO -G4 B5 -UO -G5 65 -UO -G5 B5 -UO -G5 4000K/5000K Lumens 7,201 14,073. 20,998 27,744 34,375 41,136 48,646 55,121 61,487 68,077 5WQ 3000K Lumens 6,374 12,457 18,587 24,559 30,429 36,414 43,063 48,793 54,428 60,262 BUG Rating B3 -UO -G2 B4 -U0 -G2 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -UO -G5 B5 -UO -G5 135-1.10-G5 B5 -UO -G5 4000K/5000K Lumens 6,009 11,741 17,519 23,148 28,681 34,321 40,589 45,990 51,301 56,798 SLL/SLR 3000K Lumens 5,319 10,393 15,508 20,491 25,388 30,361 35,929 40,710 45,412 50,278 BUG Rating B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -U0 -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 83 -UO -G5 B3 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,969 13,657 20,378 26,925 33,360 39,921 47,211 53,494 59,672 66,066 RW 3000K Lumens 6,187 12,089 18,039 23,834 29,530 35,338 41,791 47,353 52,822 58,482 BUG Rating B3 -U0 -G1 B3 -1.10-G2 B4 -UO -G2 B4 -U0 -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 85 -UO -G4 B5 -UO -G4 4000K/5000K Lumens 7,014 13,706 20,452 27,023 33,481 40,066 47,383 53,688 59,888 66,306 AFL 3000K Lumens 6,209 12,133 18,104 23,921 29,637 35,466 41,943 47,525 53,013 58,694 BUG Rating B1 -U0 -G1 B2 -UO -G2 I B2 -U0 -G2 B3 -UO -G3 I B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 I 84-1.10-G4 64 -UO -G4 -Nominal data for 70 CRI. Eaton 1121 Highway 74 Soutii - Peachtree City, GA 30269 Specifications and TD500020EN P: 70d86d800 dimensions subject to Powering Business Worldmde www.eaton.cemllighur,g change without notice. 2016-09-28 15:31:55 GLEON GALLEON LED NOMINAL POWER LUMENS 0A► Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Nominal Power (Watts) 59 113 166 225 279 333 391 445 501 558 Input Current @ 120V (A) 0.51 1,02 1.53 2.03 2.55 3.06 3.56 4.08 4.6 5.07 Input Current @ 208V (A) 0.29 0.56 0.82 1.11 1.37 1.64 1.93 2.19 2.46 2.75 Input Current @ 240V (A) 0.26 0.48 0.71 0.96 1.19 1.41 1.67 1.89 2.12 2.39 Input Current is) 277V (A) 0.23 0.42 0.61 0.83 1,03 1.23 1.45 1,65 1.84 2.09 Input Current @ 347V (A) 0.17 0.32 0.50 0.64 0.82 1.00 1.14 1.32 1.50 1.68 Input Current @ 480V (A) 0.14 0.24 0.37 0.48 0.61 0.75 0.91 0.99 1.12 1.28 Optics 4000K/5000K Lumens 6,116 11,951 17,833 23,563 29,195 34,937 41,317 46,814 52,221 57,817 T2 3000K Lumens 5,414 10,579 15,786 20,858 25,843 30,926 36,574 41,440 46,226 51,180 BUG Rating B1 -U0 -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -U0 -G4 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -U0 -G5 4000K/5000K Lumens 6,493 12,688 18,932 25,015 30,994 37,090 43,863 49,699 55,439 61,380 T2R 3000K Lumens 5,748 11,231 16,759 22,143 27,436 32,832 38,828 43,994 49,075 54,334 BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,234 12,181 18,176 24,017 29,756 35,609 42,111 47,715 53,225 58,930 T3 3000K Lumens 5,518 10,763 16,089 21,260 26,340 31,521 37,277 42,237 47,115 52,165 BUG Rating B1 -U0 -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 83 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -U0 -G5 B4 -U0 -G5 4000K/5000K Lumens 6,372 12,453 18,580 24,550 30,418 36,400 43,048 48,776 54,409 60,239 T3R 3000K Lumens 5,640 11,023 16,447 21,732 26,926 32,221 38,106 43,177 48,163 53,324 BUG Rating B1 -UO -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,270 12,252 18,282 24,156 29,929 35,815 42,356 47,992 53,534 59,271 T4FT 3000K Lumens 5,550 10,845 16,183 21,383 26,493 31,703 37,494 42,483 47,388 52,467 BUG Rating B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B4 -U0 -G5 B4 UO -G5 4000K/5000K Lumens 6,189- 12,094 18,045 23,844 29,543 35,352 41,809 47,372 52,843 58,506 T4W 3000K Lumens 5,479 10,706 15,973 21,107 26,151 31,294 37,009 41,934 46,777 51,790 BUG Rating B1 -U0 -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,105 11,931 17,803 23,522 29,144 34,877 41,245 46,734 52,130 57,717 SL2 3000K Lumens 5,404 10,561 15,759 20,822 25,798 30,873 36,510 41,369 46,145 51,091 BUG Rating B1 -U0 -G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 6,233 12,180 18,174 24,013 29,753 35,604 42,106 47,708 53,218 58,921 SL3 3000K Lumens 5,517 10,782 16,088 21,256 26,337 31,517 37,272 42,231 47,109 52,157 BUG Rating B1 -U0 -G2 82 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 5,922 11,572 17,268 22,816 28,269 33,829 40,006 45,330 50,566 55,984 SL4 3000K Lumens 5,242 10,244 15,286 20,197 25,024 29,945 35,413 40,126 44,761 49,557 BUG Rating B1 -U0 -G2 B1 -U0 -G3 B2 -UO -G3 B2 -UO -G4 B2 -UO -G5 B3 -UO -G5 83 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 6,429 12,563 18,746 24,768 30,688 36,723 43,429 49,208 54,891 60,775 5NQ 3000K Lumens 5,691 11,121 16,594 21,925 27,165 32,507 38,443 43,559 48,590 53,798 BUG Rating B2 -U0 -G1 B3 -1.10-G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G2 85 -UO -G3 B5 -U0 -G3 B5 -UO -G3 B5 -U0 -G4 B5 -UO -G4 4000K/5000K Lumens 6,547 12,794 19,090 25,224 31,253 37,400 44,228 50,114 55,902 61,893 51VIQ 3000K Lumens 5,795 11,325 16,898 22,328 27,665 33,106 39,151 44,361 49,484 54,788 BUG Rating B3 -U0 -G1 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -U0 -G4 B5 -UO -G4 B5 -U0 -G4 B5 -UO -G5 B5 -U0 -G5 4000K/5000K Lumens 6,564 12,828 19,141 25,291 31,336 37,499 44,347 50,248 56,051 62,058 5WQ 3000K Lumens 5,810 11,355 16,944 22,388 27,739 33,194 39,256 44,480 49,616 54,934 BUG Rating B3 -UO -G2 B4 -UO -G2 B5 -UO G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G5 B5 -1J0 -G5 B5 -UO G5 B5 -UO -G5 4000K/5000K Lumens 5,478 10,703 j 15,970 21,102 26,145 31,286 37,001 41,924 46,765 51,777 SLL/SLR 3000K Lumens 4,849 9,474 14,137 18,679 23,144 27,694 32,753 37,111 41,396 45,833 BUG Rating B1 -U0 -G2 B1 -U0 -G3 B2 -UO -G3 B2 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 83 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 6,371 12,449 18,576 24,544 30,411 36,392 43,037 48,764 54,396 60,225 RW 3000K Lumens 5,640 11,020 16,443 21,726 26,920 32,214 38,096 43,166 48,151 53,311 BUG Rating B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 85 -UO -G4 B5 -U0 -G4 B5 -UO -G4 4000K/5000K Lumens 6,394 12,494 18,644 24,634 30,521 36,524 43,194 48,942 54,593 60,444 AFL 3000K Lumens 5,660 11,060 16,504 21,806 27,017 32,331 38,235 43,323 48,326 53,505 BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -U0 -G2 B3 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 B4 -UO -G4 B4 -UO -G4 . Norninal data for 70 CRI. Eaton 1121 Highway 74 South - Peaditree City, GA 30269 Specifications and P. 770186-1300 dimensions suoleet to TD500020EN Pow6rhrn r?usiness Worldwide vrww.caton.comftighting change without notice. 2016-09-2815:31:55 GLEON GALLEON LED NOMINAL POWER LUMENS Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Nominal Power (Watts) 44 85 124 171 210 249 295 334 374 419 Input Current @ 120V (A) 0.39 0.77 1.13 1.54 1.90 2.26 2.67 3.03 3.39 3.80 Input Current @ 208V (A) 0.22 0.44 0.62 0.88 1.06 1.24 1.50 1.68 1.87 2.12 Input Current @ 240V (A) 0.19 0.38 0.54 0.76 0.92 1.08 1.30 1.46 1.62 1.84 Input Current C@ 277V (A) 0.17 0.36 0.47 0.72 0.83 0,95 1.19 1.31 1.42 1.67 Input Current @ 347V (A) 0.15 0.24 0.38 0,49 0.63 0.77 0.87 1,01 1.15 1.52 Input Current @ 480V (A) 0.11 0.18 0.29 0.37 0.48 0.59 0.66 0.77 0.88 0.96 Optics 400OK/5000K Lumens 4,941 9,656 14,408 19,038 23,588 28,227 33,382 37,823 42,191 46,713 T2 3000K Lumens 4,374 8,547 12,754 16,852 20,880 24,987 29,550 33,481 37,347 41,350 BUG Rating B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 5,246 10,251 15,296 20,211 25,041 29,966 35,439 40,154 44,791 49,592 T2R 3000K Lumens 4,644 9,074 13,540 17,891 22,166 26,526 31,371 35,544 39,649 43,899 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -1-10-G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 4000K/5000K Lumens 5,037 9,842 14,685 19,404 24,041 28,770 34,024 38,551 43,003 47,612 T3 3000K Lumens 4,459 8,712 12,999 17,176 21,281 25,467 30,118 34,125 38,066 42,146 BUG Rating B1 -UO -G1 B2 -UO -G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K Lumens 5,148 10,061 15,011 19,835 24,576 29,409 34,780 39,408 43,959 48,669 T3R 3000K Lumens 4,557 8,906 13,288 17,558 21,755 26,033 30,787 34,884 38,913 43,082 BUG Rating B1 -UO -G2 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 5,066 91899 14,770 19,516 24,181 28,936 34,221 38,774 43,252 47,888 T4FT 3000K lumens 4,484 8,763 13,074 17,276 21,405 25,614 30,292 34,323 38,287 42,390 BUG Rating B1 -U0 -G2 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 83 -UO -G5 4000K/5000K Lumens 5,000 9,771 14,579 19,264 23,869 28,562 33,779 38,274 42,694 47,269 T4W 3000K Lumens 4,426 8,649 12,905 17,052 21,129 25,283 29,901 33,880 37,793 41,843 BUG Rating B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B4 -UO -G5 84 -UO -G5 4000K/5000K Lumens 4,933 9,639 14,383 19,005 23,547 28,178 33,324 37,758 42,118 46,632 SL2 3000K Lumens 4,367 8,532 12,732 16,823 20,844 24,943 29,498 33,423 37,283 41,279 BUG Rating B1 -U0 -G2 B2 -U0 -G2 B2 -1-10-G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B4 -UO -G5 B4 -UO -G5 4000K/5000K lumens 5,036 9,841 14,683 19,401 24,039 28,766 34,019 38,546 42,997 47,605 SL3 3000K Lumens 4,458 8,711 12,997 17,174 21,279 25,464 30,114 34,121 38,061 42,140 BUG Rating B1 -U0 -G2 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 4,784 9,350 13,951 18,434 22,840 27,332 32,323 36,624 40,854 45,232 SL4 3000K Lumens 4,235 8,277 12,349 16,318 20,218 24,194 28,612 32,420 36,164 40,039 BUG Rating B1 -U0 -G2 B1 -UO -G3 B1 -U0 -G3 B2 -UO -G4 B2 -UO -G4 B2 -UO -G5 B2 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 5,194 10,150 15,145 20,011 24,794 29,670 35,088 39,757 44,349 49,102 5NQ 3000K Lumens 4,598 8,985 13,406 17,714 21,948 26,264 31,060 35,193 39,258 43,465 BUG Rating 82 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B4 -U0 -G2 B4 -UO -G2 B5 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 4000K/5000K Lumens 5,290 10,337 15,424 20,380 25,250 30,217 35,734 40,489 45,165 50,006 5MQ 3000K Lumens 4,683 9,150 13,653 18,040 22,351 26,748 31,632 35,841 39,980 44,265 BUG Rating B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 B5 -UO -G4 B5 -UO -G4 B5 -U0 -G4 400OK/5000K Lumens 5,304 10,365 15,465 20,434 25,318 30,297 35,830 40,597 45,286 50,139 5WQ 3000K Lumens 4,695 9,175 13,690 18,088 22,411 26,819 31,717 35,936 40,087 44,383 BUG Rating B3 -UO -G1 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -U0 -G3 B5 -UO -G4 B5 -UO -G4 B5 -U0 -G4 B5 -UO -G5 B5 -UO -G5 4000K/5000K lumens 4,426 8,648 12,903 17,049 21,124 25,278 29,894 33,872 37,784 41,832 SLL/SLR 3000K Lumens 3,918 7,655 11,422 15,092 18,699 22,376 26,462 29,983 33,446 37,030 BUG Rating B1 -U0 -G2 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B2 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K15000K Lumens 5,147 10,058 15,009 19,830 24,570 29,402 34,771 39,399 43,949 48,658 RW 3000K Lumens 4,556 8,903 13,286 17,554 21,749 26,027 30,779 34,876 38,904 43,072 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -UO -G3 B5 -UO -G4 4000K/5000K Lumens 5,166 10,095 15,063 19,903 24,659 29,509 34,898 39,542 44,108 48,835 AFL 3000K Lumens 4,573 8,936 13,334 17,618 21,828 26,121 30,892 35,003 39,044 43,229 BUG Rating B1 -U0 -G1 B1 -U0 -G1 B2 -UO -G2 B2 -UO -G2 B3 -UO -G2 B3 -UO -G3 B3 -U0 -G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 Nominal data for 70 CRI. Eaton 1121 Highway 74 South _To N Peachtree City, GA 30269 Specifications and R ?704864800 dimension,; subject to TD500020EN Powennn Business Worldwide •,v„yw.eaton.compighting change without notice. 2016-092815:31:55 GLEON GALLEON LED NOMINAL POWER LUMENS Number of Light Squares 1 2 3 4 5 6 7 8 9 10 Nominal Power (Watts) 34 66 96 129 162 193 226 257 290 323 Input Current @ 120V (A) 0.30 0.58 0.86 1.16 1.44 1.73 2.03 2.33 2.59 2.89 Input Current @ 208V (A) 0.17 0.34 0.49 0.65 0.84 0.99 1.14 1.30 1.48 1.63 Input Current @ 240V (A) 0.15 0.30 0.43 0.56 0.74 0.87 1.00 1.13 1.30 1.43 Input Current @ 277V (A) 0.14 0.28 0.41 0.52 0.69 0.81 0.93 1.04 1.22 1.33 Input Current @ 347V (A) 0.11 0.19 0.30 0.39 0.49 0.60 0.69 0.77 0.90 0.99 Input Current @ 480V (A) 0.08 0.15 0.24 0.30 0.38 0.48 0.53 0.59 0.71 0.77 Optics 4000K/5000K Lumens 4,029 7,874 11,749 15,525 19,235 23,019 27,222 30,844 34,406 38,093 T2 3000K Lumens 3,566 6,970 10,400 13,743 17,027 20,376 24,097 27,303 30,456 33,720 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G2 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 83 -UO -G4 4000K/5000K Lumens 4,278 8,360 12,474 16,482 20,421 24,437 28,900 32,745 36,527 40,441 T2R 3000K Lumens 3,787 7,400 11,042 14,590 18,077 21,632 25,582 28,986 32,334 35,798 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -U0 -G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 83 -UO -G4 4000K/5000K Lumens 4,107 8,026 11,976 15,824 19,605 23,461 27,746 31,438 35,068 38,827 T3 3000K Lumens 3,636 7,105 10,601 14,007 17,354 20,768 24,561 27,829 31,042 34,370 BUG Rating B1 -U0 -G1 81 -UO -G2 B2 -U0 -G2 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G5 B3 -U0 -G5 4000K/5000K Lumens 4,198 8,205 12,242 16,175 20,041 23,982 28,363 32,137 35,846 39,689 T3R 3000K Lumens 3,716 7,263 10,837 14,318 17,740 21,229 25,107 28,448 31,733 35,133 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B2 -U0 -G3 B3 -U0 -G4 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G5 B3 -UO -G5 4000K/5000K Lumens 4,131 8,072. 12,045 15,915 19,719 23,597 27,907 31,620 35,272 39,052 T4FT 3000K Lumens 3,657 7,145 10,662 14,088 17,455 20,888 24,703 27,990 31,223 34,569 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G2 B2 -UO -G3 B2 -U0 -G4 B3 -1.10-G4 B3 -1.10-G4 B3 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 4,077 7,968 11,889 15,710 19,465 23,292 27,546 31,212 34,816 38,547 T4W 3000K Lumens 3,609 7,053 10,524 13,906 17,230 20,618 24,384 27,629 30,819 34,122 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO G2 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -UO -G4 B3 -UO -G5 B3 -UO -G5 83 -UO -G5 4000K/5000K Lumens 4,022 7,861 11,729 15,498 19,202 22,979 27,175 30,791 34,347 38,028 SL2 3000K Lumens 3,560 6,959 10,383 13,719 16,998 20,341 24,055 27,256 30,404 33,662 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B3 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 4,106 8,025 11,974 15,821 19,603 23,458 27,742 31,433 j 35,064 38,821 SL3 3000K Lumens 3,635 7,104 10,599 14,005 17,353 20,765 24,557 27,824 31,039 34,364 BUG Rating B1 -U0 -G1 B1 -U0 -G2 B2 -UO -G3 B2 -UO -G3 B2 -UO -G3 B3 -UO -G4 B3 -UO -G4 B3 -U0 -G4 B3 -U0 -G5 B3 -UO -G5 4000K/5000K Lumens 3,902 7,624 11,377 15,033 18,626 22,289 26,359 29,867 33,316 36,886 S11-4 3000K Lumens 3,454 6,749 10,071 13,307 16,488 19,730 23,333 26,438 29,491 32,651 BUG Rating B1 -U0 -G2 B1 -U0 -G2 B1 -U0 -G3 B1 -U0 -G3 B2 -UO -G4 B2 -UO -G4 B2 -UO -G4 B2 -UO -G5 B3 -UO -G5 B3 -UO -G5 4000K/5000K Lumens 4,236 8,277 12,351 16,319 20,219 24,196 26,614 32,422 36,166 40,042 5NQ 3000K Lumens 3,750 7,327 10,933 14,446 17,898 21,418 25,329 28,700 32,014 35,445 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B3 -1-10-G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -U0 -G2 B5 -UO -G3 B5 -UO -G3 4000Ki5000K Lumens 4,314 8,429 12,578 16,619 20,591 24,641 29,141 33,019 36,832 40,779 5MQ 3000K Lumens 3,819 7,461 11,134 14,711 18,227 21,812 25,796 29,228 32,604 36,098 BUG Rating B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -UO -G3 B5 -U0 -G4 B5 -UO -G4 B5 -UO -G4 4000K15000K Lumens 4,325 8,452 12,611 16,664 20,646 24,707 29,219 33,106 36,930 40,888 5WQ 3000K Lumens 3,828 7,482 11,163 14,751 18,276 21,871 25,865 29,305 32,690 36,194 BUG Rating B3 -U0 -G1 83 UOG2B4-UO-G2 B4 -U0 -G2 B5 -U0 -G3 B5 -U0 -G3 B5 -UO -G4 B5 -U0 -G4 B5 -UO -G4 B5 -UO -G4 4000K/5000K Lumens 3,609 7,052 10,522 13,903 17,226 20,613 24,378 27,622 30,812 34,114 SLL/SLR 3000K Lumens 3,195 6,242 9,314 12,307 15,248 18,247 21,579 24,451 27,275 30,198 BUG Rating B1 -U0 -G1 B1 -UO -G2 B1 -U0 -G3 B2 -UO -G3 B2 -U0 -G3 B2 -UO -G4 B3 -U0 -G4 B3 -UO -G4 B3 -U0 -G5 B3 -UO -G5 4000K/5000K Lumens 4,197 8,202 12,239 16,171 20,036 23,977 28,356 32,129 35,839 39,680 RW 3000K Lumens 3,715 7,260 10,834 14,315 17,736 21,224 25,101 28,441 31,725 35,125 BUG Rating B2 -U0 -G1 B3 -U0 -G1 B3 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B4 -UO -G2 B5 -UO -G3 B5 -U0 -G3 B5 -UO -G3 4000K/5000K Lumens 4,213 8,232 12,284 16,230 20,109 24,064 28,459 32,246 35,969 39,824 AFL 3000K Lumens 3,729 7,287 10,874 14,367 17,800 21,301 25,192 28,544 31,840 35,252 BUG Rating B1 -UO -G1 81 -UO -G7 B2 -UO -G2 B2 -UO -G2 I B2 -UO -G2 I B3 -UO -G2 I 133-1.10-G3 B3 -UO -G3 B3 -UO -G3 B3 -UO -G3 Nominal data for 70 CRI. Eeton 1121 Highway 74 South -_* N Peachtree City, GA 30269 Specifications and P: 770486da00 dimensions subject to TD500020EN Powenno Business Worldwide www.eaton.comQighting change without notice. 2016-09-2815:31:55 GLEON GALLEON LED CONTROL OPTIONS 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (P, R and PER7) Optional button -type photocontrol (P) and photocontrol receptacles (R and PER7) provide a flexible solution to enable "dusk -to -dawn" lighting by sensing light levels. Advanced control systems compatible with NEMA 7 -pin standards can be utilized with the PER7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a "dusk -to -dawn" period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory -shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MS/DIM-LXX, MS/X-LXX and MS -LXX) These sensors are factory installed in the luminaire housing. When the MS/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of five minutes. The MS -LXX sensor is factory preset to turn the luminaire off after five minutes of no activity. The MS/X-LXX is also preset for five minutes and only controls the specified number of light engines to maintain steady output from the remaining light engines. These occupancy sensors includes an integral photocell that can be activated with the FSIR-100 accessory for "dusk -to -dawn" control or daylight harvesting - the factory preset is OFF. The FSIR-100 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8'-40'. For mounting heights up to 8' (-L08 - Cutoff 8' to 241 For mounting heights up to 20' (-L20) 0 0 ow 5 --------- ..--- ._-. .. _-------- .................... ... ..; 12 36 24 18 7 5 0 5 7 18 24 36 . I Coverage Side Area (Feet) 10 --------------------------- -- - '- - . .. - ------------- - � For mounting heights up to 40'(-L40) 0 10 20 30 40 30 20 12 6 0 6 12 20 30 15 20 20 18 15 12 9 6 3 0 3 6 9 12 15 18 20 Coverage Side Area (Feet) For mounting heights up to 40' (-L40VL7 0 15 ----------------------------- -- - -- - - - - ------------------------------ 4ix 27 - .-- --- ----- --- --- ------------- 40. 50 40 30 20 10 0 10 20 30 40 50 Coverage Side Area (Feet) Coverage Side Area (Feet) LumaWatt Wireless Control and Monitoring System (LWR-LW and LWR-LN) The LumaWatt system is a peer-to-peer wireless network of luminaire-integral sensors for any sized project. Each sensor is capable of motion and photo sensing, metering power consumption and wireless communication. The end-user can securely create and manage sensor profiles with browser -based management software. The software will automatically broadcast to the sensors via wireless gateways for zone -based and individual luminaire control. The LumaWatt software provides smart building solutions by utilizing the sensor to provide easy-to-use dashboard and analytic capabilities such as improved energy savings, traffic flow analysis, building management software integration and more. For additional details, refer to the LumaWatt product guides. For mounting heights from 8'to 16' (LWR-LW) For mounting heights from 16' to 40' (LWR-LN) 0 1 1 0 16 8 18 24 Coverage Side Area (Feet) 40 30 20 10 0 10 20 30 40 Coverage Side Area (Feet) Eaton 1121 Figh,'ray 74 South -�� Poachtree City, GA 30269 Specifications and IF,P: 7704864800 dimensions subject to TD500020EN Pov✓ennp Business Woddtmile vyww.eaton.camdighting change without notice. 2016-09-2815:31:55 GLEON GALLEON LED ORDERING INFORMATION Sample Number: GLEON-AF-04-LED-El-T3-GM=QM Product Family'' Light Engine Number of ° Light Squares LampType Voltage Distribution Color Mounting GLEON=Galleon AF=1A Drive 01=1 LED=Solid State E1=120 -277V T2=Type II AP=Grey [Blank]=Arm for Round or Current 02=2 Light Emitting 347=347V 5 T2R=Type II Roadway BZ --Bronze Square Pole 03=3 Diodes 480=480V 6•7 T3=Type III BK=Black EA=Extended Arm ° 04=4 T3R=Type III Roadway DP=Dark Platinum MA=Mast Arm Adapter ° 05=5 T4FT=Type IV Forward Throw GM=Graphite Metallic WM=Wall Mount 06=6 T4W=Type IV Wide WH=White QM=Quick Mount Arm 07=7 4 5NQ=Type V Narrow (Standard Length) 10 08=8 4 5MQ=Type V Square Medium QMEA=Quick Mount 09=9' 5WQ=Type V Square Wide Arm (Extended 10=10' SL2=Type II w/Spill Control Length) 11 SL3=Type III w/Spill Control SL4=Type IV w/Spill Control SLL=900 Spill Light Eliminator Left SLR=90° Spill Light Eliminator Right RW=Rectangular WideType I AFL=Automotive Frontline Options (Add as Suffix) Accessories (Order Separately) 7030=70 CRI 3000K 1t OA/RA1016=NEMA Photocontrol Multi -Tap - 105-285V 8030=80 CRI 3000K1e OA/RA1027=NEMA Photocontrol - 480V 7050=70 CRI 5000K t2 OA/RA1201=NEMA Photocontrol - 347V 7060=70 CRI 6000K12 OA/RA1013=Photocontrol Shorting Cap 600=Drive Current Factory Set to Nominal 600mA 16 OA/RA1014=120V Photocontrol 800=Drive Current Factory Set to Nominal 8DOmA 16 MA1252=10kV Surge Module Replacement 1200=Drive Current Factory Set to Nominal 1200mA1415 MA1036-XX=Single Tenon Adapter for 2-3/8" O.D. Tenon F=Single Fuse (120, 277 or 347V. Must Specify Voltage) MA1037-XX=2^@180° Tenon Adapter for 2-3/8" O.D. Tenon FF=Double Fuse (208, 240 or 480V. Must Specify Voltage) MA1197-XX=3@120° Tenon Adapter for 2-3/8" O.D. Tenon 2L=Two Circuits 1s, 11 MA1188-XX=4@900 Tenon Adapter for 2-3/8" Q.D. Tenon DIM=External 0-10V Dimming Leads MA1189-XX=2@900 Tenon Adapter for 2-3/8" O.D. Tenon P=Button Type Photocontrol (120, 208, 240 or 277V. Must SpecifyVolatage) MA1190-XX=3•x90° Tenon Adapterfor 2-3/8" O.D. Tenon PERT=NEMA 7 -PIN Twistlock Photocontrol Receptacle MAI 191-XX=2@120° Tenon Adapter for 2-3/8" O.D. Tenon R=NEMA Twistlock Photocontrol Receptacle MA1038-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon AHD145=After Hours Dim, 5 Hours 18 MA1039-XX=2@1800 Tenon Adapter for 3-1/2" O.D. Tenon AHD245=After Hours Dim, 6 Hours 18 MA1192-XX=3@1200 Tenon Adapter for 3-1/2" O.D. Tenon AHD255=After Hours Dim, 7 Hours 19 MA1193-XX=4@900 Tenon Adapter for 3-1/2" O.D. Tenon AHD355=After Hours Dim, 8 Hours 18 MA7194-XX=2@90° Tenon Adapter for 3-1/2" O.D. Tenon HA=50OC High Ambient" MA1195-XX=3@900 Tenon Adapter for 3-1/2" O.D. Tenon MS/DIM-L08=Motion Sensor for Dimming Operation, Maximum 8' Mounting Height 2°21 FSIR-100=Wireless Configuration Tool for Occupancy Sensor 2° MS/DIM-L20=Motion Sensor for Dimming Operation, 9'- 20' Mounting Height 2^22 GLEON-MT1=Field Installed Mesh Top for 1-4 Light Squares MS/DIM-L40=Motion Sensor for Dimming Operation, 21'- 40' Mounting Height 20.23 GLEON-MT2=Field Installed Mesh Top for 5-6 Light Squares MS/DIM-L40W=Motion Sensor for Dimming Operation, 21'- 40' Mounting Height (Wide Range) 20.24 GLEON-MT3=Field Installed Mesh Top for 7-8 Light Squares MS/X-LO8=9i-Level Motion Sensor, Maximum 8' Mounting Height 20.21.2° GLEON-MT4=Field Installed Mesh Top for 9-10 Light Squares MS/X-L20=Bi-Level Motion Sensor, 9'- 20' Mounting Height Mn211 GLEON-QM=Quick Mount Arm Kit MS/X-L40=Bi-Level Motion Sensor, 21' - 40' Mounting Height 2.23.:5 GLEON-QMEA=Quick Mount Extended Arm Kit MS/X-L40W=Bi-Level Motion Sensor, 21'- 40' Mounting Height (Wide Range) 20.2.,25 LS/HSS=Field Installed House Side Shield2a,50 MS-L08=Motion Sensorfor ON/OFF Operation, Maximum 8' Mounting Height 202' MS-L20=Motion Sensor for ON/OFF Operation, 9'- 20' Mounting Height 20.22 MS-L40=Motion Sensor for ON/OFF Operation, 21' - 40' Mounting Height 2.22 MS-L40W=Motion Sensor for ON/OFF Operation, 21'- 40' Mounting Height (Wide Range) "- LWR-LW=LumaWatt Wireless Sensor, Wide Lens for 8' - 16' Mounting Height 26 LWR-LN=LumaWatt Wireless Sensor, Narrow Lens for 16' 40' Mounting Height 25 L90=Optics Rotated 90` Left R90=Optics Rotated 900 Right MT=Factory Installed Mesh Top TH=Tool-less Door Hardware LCF=Light Square Trim Plate Painted to Match Housing Z1 HSS=Factory Installed House Side Shield 2° CE=CE Marking as NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. DesignLights Consortium -Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 3. Standard 4000K CCT and minimum 70 CRI. 4. Not compatible with extended quick mount arm (GMEA). 5. Not compatible with standard quick mount arm (QM) or extended quick mount arm (QMEA). 6. Requires the use of an internal step down transformer when combined with sensor options. Not available with sensor at 1200mA. Not available in combination with the HA high ambient and sensor options at 1A. 7. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Leg Delta and Three Phase Corner Grounded Delta systems). 8. May be required when two or more luminaires are oriented on a 90" or 120° drilling pattern. Refer to arm mounting requirement table. 9. Factory installed. 10. Maximum Slight squares. 11. Maximum blight squares. 12. Extended lead times apply. Use dedicated IES files for3000K, 5000K and 6000K when performing layouts. These files are published on the Galleon luminaire product page on the website. 13. Extended lead times apply. Use dedicated IES files for 3000K, 5000K and 6000K when performing layouts. These files are published on the Galleon luminaire product page on the website. 14. 1 Amp standard. Use dedicated IES files for 600mA, 800mA and 1200mA when performing layouts. Thesefiles are published on the Galleon luminaire product page on the website. 15. Not available with HA option. 16. 2L is not available with MS, MSIX or MS/DIM at 347V or 480V. 2L in AF -02 through AF -04 requires a larger housing, normally used for AF -05 or AF -O6. Extended arm option may be required when mounting two or more fixtures per pole at 90" or 120`. Refer to arm mounting requirement table. 17. Not availablewith LumaWatt wireless sensors. 18. Requires this use of P photocontrol or the PERT or R photocontrol receptacle with photocontrol accessory. See After Hours Dim supplemental guide`or additional information. 19. 50°C lumen maintenance data applies to 600mA, 800mA and 1A drive currents. 20. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. 21. Approximately 22' detection diameter at 8' mounting height. 22. Approximately 40' detection diameter at 20' mounting height. 23. Approximately 60' detection diameter at 40' mounting height. 24. Approximately 100' detection diameter at 40' mounting height. 25. Replace X with number of Light Squares operating in low output mode. 26. LumaWatt wireless sensors are factory installed only requiring network components RF -EM -1, RF -GW -i and RF -ROUT -1 in appropriate quantities. See www.eaton.com/lighting for LumaWatt application information. 27. Not available with house side shield (HSSI. 28. Only for use with SL2, SL3, SL4 and AFL distributions. The Light Square trim plate is painted black when the HSS option is selected. 29. CE is not available with the LWR, MS, MSlX, MS/DIM, P. R or PER7 options. Available in 120-277V only. 30. One required Por each Light Square. Eaton 1121 Highway 74 South MT• N Peachtree City, GA 30259 Specifications and P: 770-4864800 dimensions subject to TD500020EN POwennn Business Woddmide vnvw.eaton.com/lighting change without notice. 2016-09-28 15:31:55 SSS SQUARE STRAIGHT STEEL ORDERING INFORMATION SAMPLE NUMBER: SSS5A20SFM1 XG SSS=Square s 4=4" Straight 1= Steel 6=6 14-0.120 10=10 M=0.188" : 15=15 X=0.250" 2 30=30' '. 35=35' '. 39=39' 1--T/t4 SSS5A20SF-2 Steel Poles FEATURES • ASTM Grade steel base plate with ASTM A366 base cover • Hand hole assembly 3" x 5" on 5" and 6" pole; and 2" x 4" on 4" pole • 10'-39' mounting heights • Drilled or tenon (specify) S=Square FCark Bronze Steal -G"=Garanized Steel Base J=Summit White K=Carbon Bronze :. L --Dark Platinum P=Primer Powder Coat R=Hartford Green S=Silver T=Graphite Metallic V=Grey W=White X=Custom Color Y=Black 2=2-3/8" O.D.Tenon (4" Long) 1=Sin le 3=3-1/2" O.D.Tenon (5" Long) 2=2 at 180° 4=4" O.D.Tenon (6" Long) 3=Triple' 5=3" O.D.Tanon 14" Long) ; 4=4 at 90° 6=2-3/8" O.D. Tenon (6" Long) 5=2 at 90° 7=4" O.D.Tenon (10" Long) X=None A=Type A Drilling C=Type C Drilling E=Type E Drilling F=Type F Drilling G=Type G Drilling J=Type J Drilling K=Type K Drilling Ili M Drilling R=Type R Drilling Z --Type Z Drilling V=Vibration Dampener NOTES: 1. All shah sizes nominal. 2. Square poles are 3 at 90°, round poles are 3 at 1201. 3. Outlet is located 4' above base and on same side of pole as hand hole, unless specified otherwise. Receptacle not included, provision only. 4. Additional hand hole is located 12" below pole top and 901 from standard hand hole location, unless otherwise specified. X=None A 1/2"Tapped Y Hub (Specify location desired) B=3/4"Tapped Hub (Specify location desired) C --Convenience Outlet' E=GFCI Convenience Outlet' G=Ground Lug H=Additional Hand Hole° L=Drilled for Bumper Glitter DIMENSIONS i BC VA �I I ! D LHJ �- 0 Hand Hole 12-5/16" IP L LB -1 Base View O O BE ❑ Size (S) L_ o c WARNING: Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to pole white paper WP513001 EN for additional support information. Before installing, make sure proper anchor bolts and templates are obtained. The use of unauthorized accessories such as banners, signs, cameras or pennants for which the pole was not designed voids the pole warranty and may result in pole failure causing serious injury or property damage. Information regarding total loading capacity can be supplied upon request. The pole warranty is void unless poles are used and installed as a complete pole and luminaire combination. This warranty specifically excludes failure as the result of a third party act or omission, misuse, unanticipated uses, fatigue failure or similar phenomena resulting from induced vibration, harmonic oscillation or resonance associated with movement of air currents around the product. Specifications and dimensions subject to change without notice. Consult your lighting representative at Eaton or visit www.eaton.com/lighting for available options, accessories and ordering information E MT• N TD513013E N Pmenng BusinessWoddmde 2014-04-09 13:41:02 SSS SQUARE STRAIGHT STEEL Effective Projected Area (At Pole Top) Effective Projected Area (Two Feet Above PoleTop) MH S BIC BP B DxABxIH 80 mph 90 mph 100 mph 110 mph MH 10 SSS4A10S S BC ep a DxABxIH 3/4 x 25 x 3 80 mph 90 mph 100 mph 110 mph 11.0 10 SSS4A10S 0,120 10-1/2 11 4-1/2 4 3/4 x 25 x 3 85 30.0 22.0 17.0 13.0 100 15 SSS4A15S 0,120 10-1/2 11 4-1/2 4 3/4 x 25 x 3 118 115.0 11.5 8.7 6.5 100 20 SSS4A20S 0.120 10 V2 11 4-1/2 4 314 x 25 x3 150 8.7 519 3.9 2.5 150 20 SSS5A20S 0.120 10-1/2 11 4-1/2 5 3/4 x 25 x 3 183 15.4 11.1 79 5.5 150 25 SS54A25S 0,120 10-1/2 11 4-1/2 4 3/4 x 25 x 3 1B1 3.7 1.7 03 -- 200 25 SSS5A25S 0.120 10 V2 11 5 5 3/4 x 25 x 3 222 93 6.0 3.5 1.6 200 26 SSS6A25S 0.120 12-1/2 12-1/2 5 6 1 x 36 x 4 284 9,9 61 3.5 1.2 200 30 SSS5A30S 0,120 10-1/2 11 4-1/2 5 3/4 x 25 x 3 260 43 2.1 -- -- 200 30 SSS5M30S 0.188 10.1/2 11 4112 5 3/4 x 25 x 3 392 104 64 3.5 1.5 200 30 SSS6A30S 0.120 12-1,12 12-1/2 5 6 1 x 36 x 4 330 4.3 1.4 -- -- 200 30 SSS6M30S 0.188 12-1/2 12-1/2 5 6 1 x 36 x 4 489 Mo 13.0 8.7 5.6 200 35 SSS5M35S 0.188 ll 11 4-1/2 5 3/4 x 25 x 3 453 5.8 2.8 -- -- 200 35 SS$6M35S 0.188 12-112 12-1/2 5 6 1 x 36 x 4 564 12.8 7.2 3.7 1.0 200 35 SSS6X35S 0.250 12-1/2 12-1/2 5 6 1 x 36 x 4 738 16.5 11.0 6.8 3.5 200 39 SSS6M39S 0.188 12-1/2 12-V2 5 6 1 x 36 x 4 618 7.3 3.0 -- -- 300 39 SSS6X39S 0.250 12-1/2 12 1/2 5 6 1 x 36 x 4 816 13.0 70 3.7 0.8 300 Effective Projected Area (Two Feet Above PoleTop) MH S BIC BP B DxABxIH 80 mph 90 mph 100 mph 110 mph 10 SSS4A10S 0,120 10-1/2 11 4-112 4 3/4 x 25 x 3 85 MID 17.5 14.0 11.0 100 15 SSS4A15S 0.120 101/2 11 4-112 4 3,,4 x 25 x 3 118 j 13.4 10.0 75 5.7 100 20 SSS4A20S 0.120 10-1/2 11 4-1/2 4 3/4 x 25 x-3 150 7.6 5.2 3.4 2.1 150 20 SSS5A20S 0.120 10-1/2 11 4-1/2 5 314x25x3 183 13,8 9,9 7.1 4.9 150 25 SSS4A25S 0.120 10-V2 11 41/2 4 314 x 25 x 3 181 3.4 1.6 0.3 -- 200 25 SSS5A25S 0.120 10-1/2 11 5 5 3/4 x 25 x 3 222 8.5 5.5 3.2 1.5 200 25 SS56A25S 0.120 12-1/2 12-1/2 5 6 1 x36x4 284 9"1 5,6 10 1.2 200 30 SSS5A30S 0.120 101/2 11 4 1112 5 3/4 x 25 x 3 260 1.8 - 200 30 SSS5M30S 0.188 10-1/2 11 4-1/2 5 3/4 x 25 x 3 392 9.6 5.9 1.9 0.2 200 30 SSS6A30S 0.120 12-1/2 12-1/2 5 6 1 x 36 x 4 330 4.1 1.3 -- -- 200 30 SSS6M30S 0.188 12.112 12-112 5 6 1 x 36 x 4 489 18.5 12.5 BA 5.3 200 35 SSS5M35S 0.188 10-1/2 11 4-1/2 5 3/4 x 25 x 3 453 5.5 2.4 -- -- 200 35 SSS6M35S 0.188 12-1/2 12-1/2 5 6 1x36x4 564 11.8 70 3.5 1.0 200 35 SSS6X35S 0.250 12-1112 12-1/2 5 6 1 x 36 x 4 738 16.0 10.5 6.4 3.4 200 39 SSS6M39S 0.188 12-1/2 12-1/2 5 6 1 x36x4 618 7.0 2.4 - -- 300 39 SSS6X39S 0.250 12-1/2 12-12 5 6 1 x 36x4 816 12.0 6.7 3.0 0.5 300 NOTES: 1. Catalog number includes pose with hardware kit. Anchor bolts not included. Bewre installing, make sure proper anchor bolts and templates are obtained. 2.Tan.in size ,, -i-irg for rectangular arms mus: be specified. Hand hole position relative to drill location. I Shaft size, base square, anchor bolts and projections may vary slightly. Ali dimensions nominal, 4. 1PAs based on shaft properties with wind normal to flat. EPA, calculated using bass wird velocity s indicated plus 30%, gust factor. Eaton F1121 H,gh-y M South D A,ILT*N n 601tr- Uty, GA 30"69 Suedficnons no . M-4864800 dir-s-3 suo:uct to TD513013EN ousness I1,04dwide -w'03Wn'-"A".hti"g rhainge wthout'n, tice 2015-12-09 13:41:02 City of Wheat Ridge Comm. Accessory Stru PERMIT - 201706825 PERMIT NO: 201706825 ISSUED: 10/16/2017 JOB ADDRESS: 3490 Youngfield ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Install free standing ATM in parking lot; 15 sq ft total *** CONTACTS *** OWNER 303-300-5300 WELLS FARGO SUB (720)583-1679 Bruce Carpenter 160250 B C Builders, Inc. SUB (303)456-8416 Randy Sutton 022384 All -Tech Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 132,288.00 FEES Total Valuation 0.00 Plan Review Fee 874.19 Use Tax 2,778.05 Permit Fee 1,344.90 Engin. Review Fee 700.00 ** TOTAL ** 5,697.14 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection.All roughs to be done at Framing Inspection. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. One additional street tree required adjacent to the new improvements in the northern island adjacent to Youngfield. City of Wheat Ridge Comm. Accessory Stru PERMIT - 201706825 PERMIT NO: 201706825 ISSUED: 10/16/2017 JOB ADDRESS: 3490 Youngfield ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Install free standing ATM in parking lot; 15 sq ft total 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 named within this document as parties to the work -to be perto ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. , 4 sem_ a -t _97ignatur1fof 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of ail 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 y ordinance or regulatio® this jurisdiction. Approval of work is subject to field inspection. 4— �_ Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of -he It R ," jge CC141muN11Y DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 /) � y —1 Plan/Permit #% Plan Review Fee: (7 "7 , t 'j Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3 4 g i—YY V t`- (?., �t C 1...t� S Property Owner (please print): w a Lt.S Ems} k 6.O Phone: 7 2 0- 21? w I Q16 - Property S Property Owner Email: R,eQ` fkj, S r -M V NLA CA IFA Q W 1_ LL4 t A . G8 W^ Mailing Address: (if different than property address) Address: , State, Zi Architect/Engineer: & C1l D E $1(r YV I fe k VEfx % p Nm. " Architect/Engineer E-mail: 'fCk1Ai'MP4R. 9SGDG&1G.N.Wone: 2_1t1 "I y2" Cno 144 aAtir�,lc a���Y LO M , 1312 Contractor: "i5 L V3V1L.j,E_A!wL Contractors City License #: (p 6 Z s O Phone: :110 - Contractor E-mail Address: s%act _C [tf'fvv—f& 0- comca . ryf- - Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # AtL_JVc A il.L-C_jR1(., CO s�G, OZ.Z Is $'i Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this .form COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) UPGRADE ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL ROOFING ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL R 0FING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL R1 MENT ❑ RESDENTIAL ADDITION ❑WINDOW REP�C-rM COMMERCIAL ACCESSORY STRUCTURE (Ga rage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or FREPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR c* r- REPLACEMENT use of areas, El OTHER (Describe) ding current type an (For ALL projects, please provide a detailed description of work to be performed,, Ini'ance size and efficiency, proposed uses, square footage, existing condition and p-oPosed new condition, PP amount of materials to be used, etc.) �,N kk--% v G f�`t T'1 C LA. -r l a f �ctc t. t 1V Cr W 4�; 'L'L.S 4. t^ oZ Sq. Ft./LF Btu's Bar ons �TJ 1 ot"er Amps Squares Project Value: (Contract value or the cost of all materials a r-& d labor included in the e ntiro project) ryot violate applicable ordinances, rules or OWNER/CONTRACTOR SIGNATURE OF UNDERSTAND = G AND AGREEMENT a urements shown and allegations made are I herebycertifythat the setback distances proposed b this permit application are accurate and do compliance regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all rrs assume full responsibilityI am for accurate; that I have read and agree to abide b all conditions ririted on this application and that I on this application; that al ownerlof any owner with applicable City of Wheat Ridge codes and ordinances for wo.r—� under any permit issued base also authorized by the leg eor have been authorized ntity included on this application b the legal owner of to 1st that entityP on this ao Piica©-tont 1, the applicant for thi S bulidig Permit application, warrant the Y PP truthfulness of the information provided on the application..,,f(pDWER) (CONTRACTOR) CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHOR ZED REPRESENTATIl-�E) DATE: Electronic Signature (first and last name): DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: �0 BUILDING DEPARTMENT CTS: Reviewer: PuB/iIG WVop-- (f --,M (AeN7S : 55,5 AT7----4GN0P MC -Mo �n valuation: $ l3Z � Building Divi Sia kIVN q/7//7 ag . OCCUPANCY CLASSIFICATION �--- City of COMMERCIAL/MULTI-FAMILY Rr UBLIC WORKS Wheat MidgeP B UILDING PERMIT APPLICA TION RE VIEW Date: 1/7/177 Location: / 450 yC tJaSJ=1 FL'0 43r— ATTENTION: 3r ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a F,9945F�Aha AM located at the above referenced address. Please note the comments checked below. 3. 4. Site Survey: V OK Not OK; refer to stipulations. Drainage: a. Final Drainage Report and Plan required Yes b. Drainage Letter and Plan required Yes C. Site drainage/grading have been reviewed and are: y" OK CDPS Permit & SWMP Approved: _ Yes ✓ No Public Improvements to be completed: a. street paving/patching: Yes b. curb & gutter/drivecut: Yes C. sidewalk: Yes d. standard street lights: Yes e. pedestrian lights: Yes f. storm sewer: Yes g. Letter of Credit (LOC) required: Yes h. Funds in lieu of construction: Yes If an LOC or funds in lieu of are required, for what improvements? No No No No No No No No No No Not OK; see stipulations N/A Amount of the LOC or funds: $ 5. SIA/PIA required: Yes No 6. Traffic impact analysis required & approved: Yes No 7. Street Access Permit required: _ Yes vl No If yes, was it approved by the Director of Public Works? Yes No 8. Does all existing roadway/alley R.O.W. meet the standards of the City: _ Yes No If not, what is required: If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. - iA, . Signat re Date 10.KIA NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: �� A77tl;I4i60 OMEWO."Alpe tM - oAT-,6��2,617 12. v/ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 06,2013 City of `1V heatidge PUBLIC WORKS Memorandum TO: Meredith Reckert, Senior Planner FROM: Dave Brossman, Development Review Engineer DATE: May 28, 2017 SUBJECT: WZ- 17-0 1 /Wells Fargo Bank, 3490 Youngfield Street I have completed my second review for the request for approval of a Planned Commercial Development Specific Development Plan amendment for the construction of a drive- through banking facility for the Wells Fargo Bank in the Applewood Village Shopping Center received on May 22, 2017, and I have the following comments: 1. All previous comments have been adequately addressed; the Civil Construction Plans, Drainage Letter, and SDP are hereby approved by Public Works. 2. The following comments pertain to the proposed modifications to the Youngfield Street entrance: a. Right -of -Way Construction Permit(s)/Licensing: i. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required documents. ii. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. iii. Construction. No construction activities within the public Right -of -Way (ROW) shall take place until a ROW Construction Permit has been obtained from the Department of Public Works (303.235.2861). iv. Stormwater Management Plan (SWMP): The SWMP shall be approved by the City prior to commencement of any construction activities, either on-site or within the public ROW. Wells Fargo ATM_3490 Youngfield_SDP_Review-2.approval.ltr.doex City of Wheat jglc PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29t'' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: X17 Location of Construction: S7- Purpose T Purpose of Construction: 60I45712VGT Al�R�S�d�� ArA Single Family Commercial �_ Multi -Family Development Review Processing Fee: ............................................. — $100.00 (Required of all projects for document processing) Single Family Residence/DuDlex Review Fee: ..................................... $50.00 Commercial/Multi-Familv Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the 1St and 2nd submittals): .......................... $600.00 • Traffic Impact Study Review Fee: (Fee includes reviews of the 1St and 2nd submittals): .......................... $500.00 • Trip Generation Study Review Fee: ...... ........................................... $200.00 • O & M Manual Review & SMA Recording Fee ................................ $100.00 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3rd submittal (%2 initial review fee) :.................................................... $300.00 $- 4 tb 4tb submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): p , PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 12/12 City (it WheatRidge l'uli11C wofIrs City of Wheat Ridge Municipal Building 7500 W. 29`" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS:�-r- Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File ",iv.ci.wheatridge. co.us Rev 2/08 1* � i le Wh6atidge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Project Address: 34% General Contractor: UC. 3y1 t g> C., Electrical Contractor A LL _ i ccW tLF, L -.RC Company Name: ALL, -«t,' --r- c.c % Phone #: ; 63 q S C.a State License #: S3v2, Master #:y Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: Signature of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent Date *This application must be signed by each sub -contractor confirming the same. r' Wfi; at R dge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8401 p. 301235.2855, f. 343.237.8929 Proof of submission for Permitting/Pian Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. // Date: [ 30 ! t - Project Address: 3"490 0 Yflun �I e 1 d S -f- + t Name of Firm/Individual submitting documents:. 6 C i`J (A 16,— r: MSC- . Project Type/Description: wi Signature of Firm Representative or Individual- QQ NOT RITE t> ©R A - SE ON Y l+ ILL 1 + ' ' am a duly authorized representative of the agency indicated below and do, by my signa ` re below, hereby acknowledge receipt of documents necessary for review and approval,of the project indicated above. f • {Please check one) o Ere Protection o Wheat Ridge Sanitation District o Arvada Fire Protection o Wheat Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District a Valley Water District o Westridge Sanitation District o Denver Water o Other 0 y Signatu •J.16 Date:. �� Af of A � id - � om D 2 LR, ENT ge . # 4 0 ' 1 # .. 0 1 * -4 - --- MAN T MT* I a im T T71.9 - 0 QW2 FOR Djte Planlpermit# Plan Review Fee: .19 PAIM Building Permit Application & 3490 Youngfield St - tail Partners LLC 0 Address: PO Box 790830 Ci!y, State, Zip: San Antonio TX 78279 ! I ! j, - --- ------------- -- Contractor Ad Light + Sign 0 1 222� cconway&adjight&LQu j2.cgM Sub Contractors: Electdcal: Basil Electric Plumbing: Mechanical: WR City License # WR City License # WR City License Other City Licensed Sub: Other City Licensed Sub City License # City License # Complete all information on BOTH sides of this form Installation of (1) 57.8 sq ft illuminated channel letterset on southwest elevation of building, Installation of (2) 40 sq ft illuminated channel lettersets on west and north elevations. Sq. FULF 137.8 Btu's Gallons Amps Squares Other MWWM OWMN 13 t k u tAkZ I� �t9 U "Tt t� rt. ;bb 5 w 4Y! i n 7 3 C.F i i �Yb w °r Gn} r RL e n t m I v ra twa 12 tm vi to oa v ti EM t. w • m«3 ix '5 S t i - r - 117 W Cu Ul cm )c 0 0 0 I Im \� ;lz � \\\ T 24 \ \ \} � �\ :\ :\ O m Property Addres ),' 4 l P roperty Owner (please print): r S Phone: � - M ailing Addre (if different than property address) Address: City, State, ,Zip. F License #: Saab Contractors: E lectrica l: Plumbing: Mechani i; City License # City License # City Lice # D escrinfloa of work. (Fatly describe work to be performed - Attach additional street if necessary) NXI, 7MFFTL� - - You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: y �ao t� �'6-) -!;�f You are allowed I square foot of signage for every I linear foot of wall to which you are attaching a sign. li , ;11 111 , , # • - Step 1: Measure the length of the wall(s) where you are attaching the sign* Wall I - feet it 2 - feet Wall 3 - feet 111111pp��1�111 !IIIIII 111111111111111111�1111111 am .1#1 ffil R-fig] MIR= #1 square feet square feet square feet M 0 \ \ } }} � }��} � \ } }�} � \ \� �� � � }\ ) � / ( }� � ( / / } �` } } /� /� � ( }\ � � � \� \\ � � t s F @b Iwo 17 2 0 I I �� r�ll I I �`� � �§��\ am I I I i I m ;64 ■ B Y STPUT - 7 A I I 4 LA ... ... A I I .(- City of Wheat Ridge Commercial New Struc PERMIT - 102779 PERMIT NO: 102779 JOB ADDRESS: 3490 YOUNGFIELD ST DESCRIPTION: New construction of Wells ISSUED: EXPIRES: Fargo Bank 12/23/2010 12/23/2011 * ** CONTACTS * ** owner 303/300 -5325 Regency Centers arch 303/694 -2445 Jennifer McDaniel go 303/683 -0099 02 -1646 Waner Construction Company Inc sub 303/472 -9602 Howard White 08 -0088 4 Cubs Plumbing sub 720/377 -0413 Bradly S. Little 02 -2009 E & M Heating & Air Conditioni sub 720/946 -1830 PETER COOPER 01 -8461 Productive Electric, Inc. sub 303/287 -2664 Francis Hillen 01 -7924 William D. Hillen, a Corp. ** PARCEL INFO ** ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1092,255.00 FEES Permit Fee 6,291.70 Plan Review Fee 4,999.83 Total Valuation .00 Use Tax 19,660.59 ** TOTAL ** 30,952.12 Conditions: DFB: Approved. As -built plans accompanied by a drainage certificate shall be required prior to issuance of C /O. MR: Approved. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. Provide lighting plan per planning requirements. Signage to be under seperate permit. * *Demo included in this permit ** 1, 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 1-1-1 onjunction with this permit. I further attest that I am legally authorized to include all ant iti s named within this document a parties to the work to be performed and that all work to be performed is disclosed in this 'Xc -Tent and /or its' accompany ng approved plans and specifications. .rte City of Wheat Ridge / Commercial New Struc PERMIT - 102779 PERMIT NO: 102779 ISSUED: 12/23/2010 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: DESCRIPTION: New construction of Wells Fargo Bank 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of 7RZQUEST lding Offical Date INSPECTS LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. (Ay ui A v ` y�" Ca t gg N Sl��o 9_� - t��vlicilq,l tl l., }Ci�Itf }k=NV1iNf Plan # Building Inspection Services Dildsion Perin)t 7500 K 29 Ave., Wheat Ridge, CO 80033 . Office: 303 - 235 -2855 � Fax: 303- 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application Property Address'; - � Al� —� Property Owner (please print) � If � s LLe _Pho Y � - � r 3 W Mailing Address: (if different than property address) Address: 6 7 , V -9 0 City, State, Zip: Ceirieractti': -��L �/2 �I�GSn ;C.k S n tt� Cam•'. �� Contractors City License Phone: _ 2-e e Electrical: Plumbi Mech ical: City L' ense # City icense # Ci License # 1�e5 '�7°1;C31FO9`i- �J��taAU.r�'e� � Contract Value: g Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq F k;� , 66 $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit . application are accurate and do not violate applicable ordinances, rules or regulations . of the City of Wheat Ridge or covenants, easements or restrictions of record;. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: U M4 SIGNATUREiL L/ DATE: i Zd J ✓ N' ✓ K ✓ f'�✓ � iJ �^ ARTNf�E�77 U�� �1Y4. ; Ney�t'" r" � � v ti b/ ✓: _ ,ZONING Gb�u1MENTS n ✓ ✓ ? ', f r � -. ✓ s � z ✓ s� a✓ o'x ✓ "'" ="'" � 7 e -^��` r � �o111tq r `� ,�, v v* a m,, s L'a v "' n v ' v` � ,G c 'v 3 u / ✓ l t ✓ / ✓✓� ✓Y/" r v,,c'y'^✓,3 �.P :.' < ��^ r i J '."� ��., ,�.-� ✓ ]2eV1eW�r r ✓ ✓ �'y r✓ � ✓' / v & ✓✓✓ i y r �. � v /< N r/ p ✓ t a tt '3 -i / � t ry � � 3 ✓ t: z r ✓ i / ✓, � v ✓� ✓ ' ✓✓ ��s �, � ry ,. ✓��� +r.✓ N ✓s^s �' y✓'r l� �si✓c^� ^`e61LD�N6 DEP,g1YTMENYGOIyIJiIfEN)�.�1 �� r � ✓i 'j ",� ✓/'' y „���j,�i,^ i 5 , r % �� ✓:, r ✓, _. ✓ � Re�18W2f� %✓' �e .T��% i j' ✓�� ✓✓ +� r,t � ° O ✓� � -' b ? r rv' � �' ., ��.!.% ? ✓?S r>r.' ✓ G;' ✓? �' ' ✓ ✓ m ✓ t v J , ,.+ t n.' v i Yy r� t ✓ .Sa z v � / ; _ tj l %✓ ✓ ✓U .^� /J r ✓s l"���y�5"r��.:'�v'�� ✓�ti5'. r"��iSo "�:/ -ir'r r� "...✓� .� ✓ �.+ v ;f 9�. ✓� s / ✓ , ✓ r ;; G .: ✓ ✓ >�e v✓ ""'` {- y >i�' �.J�' Sw ✓ -'v 4fii F..� .�S' P' v ✓ t s' N✓' r c✓ '� r^'., ✓/ .y y vlC '� � n'� ✓3't x. �i'✓ a,y'a� vN � ." -- v+• . v lv + : ✓ m ✓ ✓ v / �1( > /1 � v7 s vim^ � .h�� a r ✓ ✓���iLdi✓ FY �yc^Y'�'�"i'✓vS �r�{✓ �✓%( . � �P J✓' z. v' r ,✓ . v v l � v � n v✓ m „�, x a v ✓t PD$]')II c� =NTS : > -✓ l ✓ r y .- ✓ � � < OCCtJ)P�.tQCY ��VIew4'rv{�S ✓.. � �' ✓�� v :✓ tia ✓ �/ �v � �i e�V ✓ yy✓ 3a y v'y / L� ^✓ivx i i FIRE fEPARTMENT � approve"tt vr) corrynents `O dtvaUgroved 17 fi�X�vtow regniteds - Bldg Valuation $ v SAN -20 -2011 08:40 From:RIR POLLUTION SSP and Environment To:3032871663 DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specked otherwise) Fee: $SO + $$ per 1000 ft of area to bit demolished = +� (See lnstiucoan $1 on mvww sildel Page: 1�1 P paler Cdorado OWL dPubk Hale ere EWMrrmam "emim 4300 cneny Cnmk Drht swth Denver, 1530 Phew. 000.0024100 Fare 303 -702 -0170 AYreelwQkGla m.ue Veit, i SquOre oalnpgof wdiprnt isatM�W�+o �ryw 'fifty s ; i code, is'ired�i - uq C ce Prime# Pr000a IS nRl I o;WV Vol ow CelOW AseCtlet Huloin9 gdpector het mfgrmed me m ` Melhoeum ans of q0 a ltwn. Q abW1 any rem0rning asbastaa •CWUNrp maleads w Nit iwlR/wa! p , E AerMfishad mm.�ff Kwnawa O Bum-no' d hnduewn P mowq 6 our. spotait > rRAO. / 1 7/u a C —Pex 00 (303) e924T00 end eak r a a �c OerwN AtuprriereCwhrK1Gr cwi ) w ' ee rera Name: CDPHE AgWifix Perin 0 Tom Cu d angy ASb abe Renxrvtd . 5tree /40_.S1? ° ar BD fc . OPs 7 aAbD Did, Re IC pcebd remmonea C C i smote ZIDCOde � 3a y� y�1Sa 1 J 1 TWNd afA aytgnar Reproved: - � � ConbcTa Name: Ta" ��3�5 With my signature below, 1 Certify that I .possess current AHERA accreditation and state of Colorado certification as an Asbestos Building. Inspector. 1 also calcify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of asbestos by a NVLAP- accredited laboratory, and have, determined that no Regulated ACM exists anywhere in the facility.' I also certify that I have informed the owner/operator of the facility or the demolition contractor that any asbestos - containing material allowed to stay in the facility must remain non - friable during demolition Specify type(s) of ACM remaining, below: (chock appropriate box(aa)): ❑ Vinyl asbestos floor the (VAT) ❑ VAT mastic %Tadasphalt impregnated roofing 0 Asphaltic pipe coatings m V ' 15 (for information on CFC ragw o g disposed of in sccordarree with i r" V 1 CHECK WP APPROPRIATE BOX: � c , { CJ uuildlny O.nx �T m � C5giwturfl � A � Q / / f ' T ' J� I A�I Y . POatmodt or Hand i]elNery role: Fam1 of payment & a: on �bartor Omar 1 //7 -'" hmu Nome, M�P raletl Cade: $IeF32 Dale leaWd: �M IDat Will 4e ru has ceen sub)erted to sendirlp, gt3LrQ1Ag. !<wllfa.9. or abraouyj or (a) yarea� a rwmreue nwn m�� axsr� or has become cnrmbied, pulverized, or redueed to powder by the fatcae expected to ad on the matade) M the Course of ( operations regulated by this regulation. Note Aebeetoa•tontam3ng sheet vinyl and linoleum must be pyrrn � demolefort ��.+ YY1L' APPROVED X 11 0 DATE / � !f DPHE:,La�— O lnmNer�80 — �..••. -3273 F 1 800 - 886 -7689 , - 800-886 y Fax: (303) 782-0278 w E -mail: jeffreyadams @stme.co.us Web Address /ap /asbestos CoofaadoDgzmaent ` , : y w_w_w.cdphe.smte.co.us C x b 1 i'S 5 0. ° ('x' �'0. �)S' '',.. andEnumameat Jeffrey W. Adams '.... Environmental Protection Specialist B Indoor Environment Program Air Pollution Control Division ''. APCD -lE-BI 4300 Cherry Creek Drive South Denver, Colorado 80246 -1530 CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 102779 Issued: 10/06/11 Stipulations: New Construction of Wells Fargo Bank. 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: 3490 YOUNGFIELD ST Parcel Number: U0003 Owner: Regency Centers 8480 E. Orchard Rd. Ste 6900 Greenwood Village CO 80111 Contractor: Waner Construction Company Inc 8950 Barrons Blvd., Unit 103 Highlands Ranch, CO 80129 For the Following Purpose: Commercial New Struc Code Editions NO change shall be made in the USE of ,,2006 ICC /2008 NEC this building without prior notice V 2006 ICC/2005 NEC and a new Certificate of occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. inkle System Cf'ef ilding Inspector Administrator CE FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES' 10106111 16:59:48 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 102779 mmackey PERMIT INFORMATION: Permit #: 102779 Permit Type: Commercial New Struc Permit Dt: 12/23/2010 Expires: 12/23/2011 LAND PARCEL INFORMATION: Zone Cd: Planned Comm Devel. Funct Use: Unassigned Subdivision: Unassigned Cent Type: Miscellaneous Legal: Address: 3490 YOUNGFIELD ST Parcel Cd: 00003 OWNER: Regency Centers Address: 8460 E. Orchard Rd. Ste 6900. City /St /Zip: Greenwood Village Co 80111 DO: 0 SetBacks- Front: 0.0 Last Zone Dt: Left: 0.0 Annex Dt: Right: 0.0 Lot: Block No: 0 Back: 0.0 JOB DESCRIPTION: New construction of Wells Fargo Bank FEES QTY DUE PAID: Permit Fee .00 6,291.70 6,291.70 Plait Review Fee .00 4,999.83 4,999.83 Plan Review Addtiona .00 120.00 120.00 Total Valuation 1,092,255.00 .00 .00 Use Tax 1,092,255.00 19,660.59 19,660.59 ---- - - - - -- --- - - - - -- 31,072.12 31,072.12 CONTACTS: owner Regency Centers 8480 E. Orchard Rd. Ste 6900 Greenwood Village CO 80111 3033005325 arch Jennifer McDaniel 13036942445 go CL1 Waner Construction Company Inc 8950 Barrens Blvd., Unit 103 Highlands Ranch, CO 80129 3036830099 sub CL8 4 Cubs Plumbing Howard White 10238 Progress Lane Parker, CO 80134 3034729602 sub CL9 E & M Heating & Air Conditions Bradly S. Little 1030 So. Lipan Street Denver, CO 80223 7203770413 sub CLA Productive Electric LLC Ronald Smith 2775 W. Hampden Ave. #200 Englewood, CO 80110 7209461830 sub CL7 William D. Hillen, a Corp. Francis Hillen 7600 Dahlia Street Commerce City, CO 80022 3032872664 PERMIT CONDITIONS: MR: Exterior lighting shall be compliant with Seciton 26 -503 of the zoning and development code. MR: Approved KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. Provide lighting plan per planning requirements. Signage to be under seperate permit. * *Demo included in this permit ** APPROVALS: Reg Apprv'1 Date Approver Note ------------------------------------------------- DFB 09/29/11 DFB Site passed F.A. Inspection; C.O. may be issued FIRE REQUIRED INSPECTIONS STATUS: 10/06/11 16:59:48 City of Wheat Ridge bp70l -15 PERMIT INFORMATION - 102779 Type Description Required By Completed On BFI Building Final Insp 10/06/11 OWE Drywall screw /nail 08/02/11 EFI Electrical Final Ins 09/22/11 ELC Elect. Inspection ERI Electrical Rough Ins 07/29/11 Page 2 mmackey PERMIT NOTES: 09/29/11 PW completed Final Acceptance inspection today and the site passed; C.O. may be issued. (NO Drainage Certification be necessary for this site). 06/17/11 reviewed submittals for eliminating drive -thru ATM area of bank and clarifications for other parts of the building Pages CE100,101, AS100,AE302,601 &602 06/14/11 Modified plans approved for elimination of ATM drive -up and replacement with landscaping. 06/14/11 Given to KC for review. 06/13/11 Contractor submitted new plans 05/24/11 for ATM (per Meredith). Given to MR for review. 02/04/11 KC: Approved amendment to plans. Called Waner Construction 02/04/11 to let .them know they are ready for pick -up. 02/03/11 Addendum to plans approved. Lighting must be consistent with Section 26 -503 (EwteiOY Lighting standards) 01/28/11 KC Approved changes in original plans and documents. Given t0 MR for review 01/27/11 Changes to original permit given to KC for review. 12/23/10 CREATED FROM APPLE 10 -0400 12/20/10 Property zoned PCD. Planning comments completed - minor revisions needed. Must provide a photometric plan for site lighting. 11/22/10 Plans app'd by DFE - NOTE: As- Built's and a Drainage Certification stating the site drainage functions & dry well was constructed per approved design required prior to C.O. 11/15/10 Given to MR for review. INSPECTION INFORMATION: $ TYPE CONTRA CALLED MCI WHO REQ DT INS DT STATUS 1 EGG: Electrical Undergrd. 01 -6461 04/26/11 no MV 04/27/11 04/27/11 COMPLETE 2 TCE:Temp. CORSt. Meter 01 -8461 05/02/11 yes MV 05/03/11 3 TCE:Temp. COnst. Meter 11 -0060 05/03/11 no MV 05/04/11 05/04/11 COMPLETE 4 eug:Electrical Undergrd. 11 -0060 05/06/11 no MV 05/09/11 05109111 COMPLETE 5 PUG:Plumbing Underground OB -0088 05/26/11 no MV 05/27/11 05/27/11 COMPLETE 6 COU:COUrtesy 02 -1646 06/14/11 n0 KC 06/15/11 06/15/11 COMPLETE 7 SHE.Sheathing /Sheer Insp - 02 -1646 06/28/11 no HCSI 06/29/11 06/29/11 -- COMPLETE 8 FRA:Framing Inspection 02 -1646 06/28/11 no HCSI 06/29/11 06/29/11 INCOMPLETE 9 SHE:Sheathing /Sheer Insp 02 -1646 07/06/11 no KC 07/07/11 07/07/11 COMPLETE 10 MLS:Mesh /stucco /lath 02 -1646 07/06/11 no KC 07/07/11 07/07/11 COMPLETE 11 FRI:Framing Rough Insp. 02 -1646 07/07/11 no KC 07/11/11 07/11/11 COMPLETE 12 MID:Midroof Insp. 02 -1646 07/07/11 no KC 07/11/11 07/11/11 COMPLETE 13 ERI:Electrical Rough Ins 11 -0060 07/11/11 no KC 07/12/11 07/12/11 PARTIAL 14 PRI:Plumbing Rough Insp. 08 -0088 07 /14/11 no KC 07/15/11 07/15/11 PARTIAL 10/06/11 16:59:48 City of wheat Ridge Page 3 bp701 -1s PERMIT INFORMATION - 102779 mmack.y 15 MRI:Mechanical Rough Ins 02 -2009 07/14/11 no KC 07/15/11 07/15/11 PARTIAL 16 INS:IRSulation 02 -1646 07/18/11 no KC 07/19/11 07/19/11 PARTIAL 17 GPT:Gas Pressure Test 02 -2009 07/18/11 no KC 07/19/11 07/19/11 COMPLETE 18 ERI:Electrical Rough Ins 11 -0060 07/19/11 no MV 07/20/11 07/20/11 PARTIAL 19 INS:Insulation 02 -1646 07/21/11 no MV 07/22/11 07/22/11 PARTIAL 20 DWS:Drywall screw /nail 02 -1646 07/21/11 no MV 07/22/11 07/22/11 PARTIAL 21 DWS:Drywall screw /nail 02 -1646 07/26/11 no SCSI 07/27/11 07/27/11 PARTIAL 22 MLS:MeSh /stucco /lath 02 -1646 07/26/11 no SCSI 07/27/11 07/27/11 PARTIAL 23 MLS:Mesh /stucCO /lath 02 -1646 07/28/11 no KC 07/29/11 07/29/11 COMPLETE 24 DWS:Drywall screw /nail 02 -1646 07/28/11 no KC 07/29/11 07/29/11 PARTIAL 25 MRI:Mechanical Rough Ins 02 -2009 07/28/11 no KC 07/29/11 07/29/11 PARTIAL 26 ERI:EleCtrical Rough Ins 11 -0060 07/28/11 no KC 07/29/11 07/29/11 COMPLETE 27 DWS:Drywall screw /nail 02 -1646 08/01/11 no KC 08/02/11 06/02/11 COMPLETE 28 EMR:Elec Service - ERE 11 -0060 08/05/11 no MV 08/08/11 08/06/11 COMPLETE 29 MLS:Mesh /stucco /lath 02 -1646 08/19/11 no KC 08/22/11 08/22/11 COMPLETE 30 MIS: Miscellaneous 02 -1646 09/08/11 no BCSI 09/09/11 09/09/11 INCOMPLETE 31 INS:Insulation 02 -1646 09/13/11 nc MV 09/14/11 09/14/11 COMPLETE 32 PFI:Plumbing Final Insp 08 -0088 09/16/11 no KC 09/19/11 09/19/11 COMPLETE 33 EFI:EleCtrical Final Ins 11 -0060 09/20/11 no MV 09/21/11 09/21/11 PARTIAL 34 MFI:Mechanical Final 02 -2009 09/20/11 no KC 09/21/11 09/21/11 INCOMPLETE 35 MFI:Mechanical Final 02 -2009 09/21/11 no MV 09/22/11 09/22/11 COMPLETE 36 EFI:Electrical Final Ins 09/22/11 no MV 09/22/11 09/22/11 COMPLETE 37 LFI:Landscaping Final 09/28/11 no SS 09/30/11 09/30/11 COMPLETE 38 ROF:Roof Inspection 02 -1646 10/05/11 no KC 10/06/11 10/06/11 COMPLETE 39 BFI:Building Final Insp 02 -1646 10/05/11 n0 KC 10/06/11 10106111 COMPLETE Wd1 ; *. RECORD 'T LINE (303) 231, -5933 x Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. OccupancvlTvae INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons �( ,('C .Yry6 G le C -w �j✓� / �/ -29 Stemwall / (CEG) Concrete Encased Ground 7 °� e' d ZI 6 AA FINALS - Reinforcing or Monolithic Weatherproof / French Drain / fi. aL� Ybrr�e ` ere i i✓fH Sewer Service Lines Water Service Lines 7 /2/ Ate— IY JIV IVCV CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) If ROUGHS Sheathing Z Z Insulation Lath / Wall tie �( ,('C .Yry6 G le C -w Mid -Roof 7 °� e' d ZI 6 AA FINALS - Electrical Service Rough Electric / fi. aL� Ybrr�e ` ere i i✓fH Rough Plumbing Gas Piping 7 /2/ Ate— Rough Mechanical / -P/, iI ge= , /Le Z r✓ ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING. Framing Insulation Drywall Screw 7 °� e' d ZI 6 AA FINALS - Electrical Plumbing / fi. aL� Ybrr�e ` ere i i✓fH Mechanical Roof Building Final / -P/, iI Fire Department a_ R.O.W & Drainage Iff INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping. * * NOTE: ALL ITEMS MUST BE COMP ETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. r OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER a PROJECT ARCHITECT CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE September 26, 2011 Wells Fargo Bank Applewood 3490 Youngtield Street Wheat Ridge, Colorado Kenny Architects ENGINEER M.E.P. Engineers 3568 South Yosemite Denver, Colorado HVAC CONTRACTOR E &M Heating and Air Conditioning 1030 South Lipan Denver, Colorado 80223 NEBB TAB CONTRACTOR Able Balance Corporation 2630 Frontier Lane Franktown Colorado 80116 (303) 814-2545, FAX: (303) 814 -0295 MAX X6;11 PERRY L V MITTOU CERTIFICATION 2641 CERTIFICATION PROJECT Wells Fargo Bank ADDRESS THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING--ADJUSTING— BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS. NEBB CONTRACTOR Able Balance Corporation REG. NO, 2641 CERTIFIED BY Perry Whitton DATE 9/26/11 THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING- - ADJUSTING-- BALANCING OF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATIONS, NEBB CONTRACTOR REG. NO. SUBMITTED & CERTIFIED BY: CERTIFIED BY NEBB CONTRACTOR Able Balance Corporation REG. NO, 2641 DATE 9/261/1 M RE PROJECT Wells Fargo Bank Applewood OUTLET MANUFACTURER AIR OUTLET kd: &i d=.7 IfT:i�i SYSTEM RTU -1 RTU -2 TEST APPARATUS TEST DATE 9/21/11 READINGS BY AR/LR Able Balance Corporation • �� ■_. -� mom �_� mmommm m- YY mom= TEST DATE 9/21/11 READINGS BY AR/LR Able Balance Corporation N*ti PROJECT Wells Fargo Bank Applewood OUTLET MANUFACTURER AIR OUTLET TEST REPORT SYSTEM RTU -3 RTU -4 TEST APPARATU TEST DATE 9/21/11 READINGS BY AR/LR Able Balance Corporation sm TEST DATE 9/21/11 READINGS BY AR/LR Able Balance Corporation Yr1 PROJECT Weis Fargo Bank Applewood OUTLET MANUFACTURER AIR OUTLET TEST REPORT SYSTEM RTU -5 FC -1 EF -! Thru 3 TEST APPARATUS TEST DATE 9 /21/11 READINGS BY AR/LR Able Balance Corporation N ow 1! IM - m -mm� ©momw= loom== �. MI M mm / 1 1 / IM m m M MIM 011M =01 10 � • 111: mom== _- ■ �-�-�10- W-� mmmimm ME WE m - 0000 w- �- NEW ON TEST DATE 9 /21/11 READINGS BY AR/LR Able Balance Corporation 1tt --�j .�. `t[ .L s �L ° . P LOCATION Annlewnnd AIR APPARATUS TEST REPORT SYSTEM /UNIT RTU -1 UNIT DATA MOTOR DATA Make Carrier Make /Frame Genteq / -- Model 48PGFM03- D -30 - -- H, P. /RPM 1/1620 Serial Number 111G10001 Volts/Phase /Hertz 208- 230///60 Arr./Class F. L. Amps /S. F. 4.9/— Discharge Make Sheave Power Drive Mjake Sheave Power Drive Sheave Diam /Bore 3 -1/4" / 1/2" Sve Diem. /Bore 5 -1/4" 1314" Sheave Distance 19-1!4" Nelts /make /size 1 /Browning /AX48 N iitersNpe /size 4/TA116x20x2 TEST DATA DESIGN ACTUAL TEST DATA ] DESIGN ACTUAL Total CFM 795 11374 Discharge S. P, 0.47" Total S. P, 10,59 Suction S. P. 0.12" Fan RPM 712 Reheat Coil S. P. Cooling Coil S, P. Motor Volts 215 I Preheat Coil S, P. Motor Amps 1.7 Filters S. P. Outside Air CFM 225 220 Return Air CFM Vortex Damp. Position Out, Air Damp. Position Ret. Air Damp, Position TEST DATE 9/21/1 READING$ BY AR /LR Able Balance Corporation J � _ iI L3 PROJECT Wells Far LOCATION AoNewood AIR. APPARATUS TEST REPORT SYSTEM/UNIT RTU -2 UNIT DATA MOTOR DATA Make Carrier Make /Frame Marathon / 56HZ Model 48PGEM07- D -50 -- H. P. /RPM —/1725 Serial Number 111650020 Volts /Phase /Hertz 208 -230- 460/3/60 Arr. /Class R L. Amps /S. F. 6.1- 3.1/1.15 Discharge Make Sheave Power Drive Make Sheave Power Drive Sheave Diam /Bore 5 -3/4" / 7/8" Sheave Diam. /Bore 6 -1/4" / 3/4" Sheave Distance 18.5" No, Belts /make /size 1 /Brownin /AX51 No. Filters /type /size 41TA/16x2Ox2 TEST DATA DE ACTUAL TEST DATA T DESIGN ACTUAL Total CFM 1960 12957 Discharge S. P. 1.10" Total S. P. 11 AV' Suction S. P. 0.38" Fan RPM 11220 Reheat Coil S. P. Cooling Coil S. P. Motor Volts 210 - 211 -211 Preheat Coil S. P. Motor Amps 6.3- 6.2 -6.0 1 Filters S. P. Outside Air CFM 300 1320 Return Air CFM Vortex Damp. Position Out. Air Damp, Position Ret. Air Damp. Position TEST DATE 90/11 READINGS BY AR /LR Able Balance Corporation N * i l 3 P ROJECT .. Bank LOCATION Aonlewood AIR APPARATUS TEST REPORT SYSTEM /UNIT RTU -3 UNIT DATA MOTOR DATA Make Carrier Make /Ft - —� ame , -H— Marathon / 56HZ Model 48PGFM06-D -50 - -- H. P. /RPM --/1725 Serial Number 111620016 Volts /Phase /Hertz 208 - 230 - 460/3160 Arr. /Class F. L. Amps /S, F. 5.2- 2.6/1.15 Discharge Make Sheave NV Make Sheave NV Sheave Diam /Bore 4 -1/4" / 5/8" Sheave Diam ✓Bore 6" / 3/4" Sheave Distance 18 -114" No. Belts /make /size 1 /Browning /AX48 No. Filters /type /size 4/TA/16x20x2 TEST DATA DESIGN . GN — ACTUAL ......... TEST DATA DESIGN ACTUAL Total CFM 1950 2361 Discharge S. P. 0.62" Total S. P. 0.84 - Suction S. P. 0.22" Fan RPM 980 Reheat Coil S. P. Cooling Coil S. P. Motor Volts 209 - 210 -210 Preheat Coil MotorAmps 3.4- 3.3 -3.3 Filters 5. P. Outside Air CFM 575 600 Return Air CFM Vortex Damp. 0 -1-1- Out. Air Damp Ret. Air Damp DrAAADVO. TEST DATE 9/21/11 READINGS BY AR /LR Able Balance Corporation J i�s P ROJECT go Bank LOCATION Aoolewood SYSTEM /UNIT RTU-4 UNIT DATA MOTOR DATA Make Carrier Make /Frame Genteq / -- Model 48PGEM04- D -50 - -- H. P, /RPM 1/1620 Serial Number 111610005 Volts /Phase /Hertz 208- 230/1/60 Arc /Class F. L. Amps /S, F. 4.9 / -- Discharge Make Sheave NV Make Sheave NV Sheave Diam /Bore 3" 11/2' Sheave Diam, /Bore 5 -1/4" / 3/4" Sheave Distance 19 -1/4" No. Betts /make /size 1 1Browning /AK48 No, Filters /type /size 4/TA116x20x2 TEST DATA DESIGN ACTUAL TEST DATA DESIGN ( ACTUAL Total CFM 1780 1751 Discharge S. P. 0.30" Total S. P. 0.83" Suction S. P. U8" Fan RPM 685 Reheat Coil S. P. Cooling Coil S. P. Motor Volts 208 Preheat Coil S. P. MotorAmps 1.9 Filters S. P. Outside CFM 160 150 Return Air CFM Vortex Damp. Position Out. Air Damp. Position Ret. Air Damp, Position I ♦-1 ..-.11 14 I TEST DATE 9/21111 READINGS BY AR /LR Able Balance Corporation NqJL3 PROJECT •s Bank LOCATION ADDlewood SYSTEM /UNIT RTU -5 UNIT DATA MOTOR DATA Make Carrier Make /Frame Gente Model 48PGEM04- D -50 - -- H. P, /RPM 111620 Serial Number 111610006 Volts /Phase /Hertz 208- 230/1/60 Arr. /Gass F. L. Amps /S. F. 4.9 I -- harge Make Sheave NV Sheave NV Sheave Diam /Bore 3" / 112' ve Diam. /Bore rNoFlters/type/size 5 -114" / 3/4" Sheave Distance 18 -3/4" elts /make /size 11Browning /AK48 4/TA116x20x2 TEST DATA DESIGN ACTUAL TEST DATA DESIGN ACTUAL Total CFM 1210 1607 Discharge S. P. 0.28" Total S. P. 0.38" Suction S. P. 0.10" Fan RPM 687 Reheat Coil S. P. Cooling Coil S. P. Motor Volts 209 Preheat Coil S. P. Motor Amps 1.9 Filters S. P, Outside Air CFM 160 160 Return Air CFM Vortex Damp. Position Out. Air Damp. Position Ret. Air Damp. Position TEST DATE 9/21/11 READINGS BY AR /LR Able Balance Corporation FAN TEST REPORT FAN DATA FAN NO, EF -1 FAN NO. FAN NO. Location Roof Service Exhaust Manufacturer Cames Model Number VEBK10K2AWA20 Serial Number 770852.001 Type /Class Motor Make /Style Marathon Motor H.P. /RPM /Frame 1/6 / 1725 / 48Y Volts /Phase /Hertz 115/1 /60 F. L. Amps /S, F. 3.6/-- Motor Sheave Make /Model NV Motor Sheave Diam. /Bore 3-1/8" / 112" Fan Sheave Make NV Fan Sheave Diam. /Bore 4 -1/2" / 3/4" No. Belts /Make /Size i /Goodyear/4L220 Sheave Distance 5 -1/2" DESIGN ACTUAL DESIGN ACTUAL. DESIGN ACTUAL 5 553 918 V 122 3.1 RFMQRI(C. TEST DATE 9121/11 READINGS BY AR/LR Able Balance Corporation Mi i 0 p is 11 9 aw, 0 n m o .. m z 0 0 lD N 0 O 0 0 [n LO N m n 0.0-00 v c5e2Won m moo ° p ®wwo � Z mood a „ 4 N P I I I I I I n�mm -1�. m -i -n cn n�O>n MooZOm- iav00z xxc =Z: C=O C, .- � mzzn0H-no anxmm -imo HHH HHa m cn <ncm -IDcnHno I 1 O �nzo o C- =o ° oaozz- .m m o o M rcn HHo HHz m-. mo acn <o zmH om c c F / m o z cn o z cn o O z m z- z z mzm n 0 O ncmm�O oz cm mH <o o z o U) c: ZC -IO 1co-1 ZcnH DHo Wr y"' z nrxO�m OOZ Hm H Cazz1 I H' O � — CO o <cnHon�am m cn . a -IHn z cnm Zm CZ off mr ° On °m ' / n• m zmm � <n nam Hcnmz 1 m 2' z - omx 'H vi x�OzcnHmmx co n m Onom m3Hmf :E>>003> D a xm =m 3oonHmn r m ncnozcn �Hr m OMO"omcn-0 c-i3 a c m f mnanxacrHVnman cnm• z Hmm o< znm n oomoom-I , a / z -lm n x3nco °mzm°zzz< O zozz:l >m o i < <.�mn m3-la // Oa OOam �D E <m Dx cnnn Z m 3 OHMWan mm• <runmm- icna-- m / fOZ n 1 H 1 OHS Oa r m on Tl zzm m f COOzo N - Ozxfam o 6 ° 3 o Om nxcn � ZHOnm m m � - - m m am3. :u in t-i 0c aHC -Ima 51.20' moHcco cnm <cmm o x r3 "r-mm). n r sG - �mHZZZ 0 mmco m < -onm I amH3n 0"o< o m m <zcmH zm mnmo \� m a �nm cn < �vFyOR m m x 0m 0 H "I 00=WMM m H �Z- -I O m m YOUNGRELD SIREEf I S00 °51' 48 "E r 667.77' 1 I maocz < -<M= xHx o o r u � <a� acov� 3 cm D' mn m v3 m �v' mc)mmm nH• z mo-Ix mo D aa3oo :K r 3m3xH cnzm - nr 9 of i m c m z m «m n m M- : �° JN I Rl cn mm aon <Zm H D z iASaro Z ru Irr o f o< <c m <m v co o m -\ �vm� <H m3 n nmo m H o� 33>>Z aJ nnZ me f a zcaxmcn <m cnnm <-c m n C� D -O z- m� < " --4 - -411 I Vj L morazz 0 moamro x { m fl /I mnz I O 2 <n z m Z O a�Hm - u Z rto m r-a m n Z O I f cnnccnz Ho mormm n� azoz<x Zz mmmcni * oomma z -{ n n r -Imm - 0H-i o m — /�- m<Ocn< ox o aH H n n m ccno z cn z zm mo�z c) - m mz--4 mo mn LO ° f U) n - °nH 7 O W _ 9 �z=o --10 m0 c I �6.99'// ////I / / I / 4 / / 1 . 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B. 1289 (800) 92- 766 ;16 6 Versico Roofing Systems (800) 992-]663; FPX (717) 9fi86635 INSPECTION REPORT / REPAIR FOR WARRANTY Applicator: Job Name: WELLS FARGO-APPLEWOOD INDEPENDENT ROOFING SPECIALISTS LLC Location: WHEAT RIDGE, CO 80033 4995 LOCUST ST. Owner. WELLS FARGO CORPORATE PROPERTIES GROUP MAC COMMERCE CITY, CO 80022 System Material: Sq. Ft Rep ROOFING RESOURCES INC. 344 ADHR -TPO .060 VW 5,600 Job M 1087284 Completion Date: 9/30/11 Date: 10/04/2011 FS Rep: CHUCK PRUITT Inspection #: 1 Approved: Approved EB: Y Attending Roofer: NATHAN SCHULL Reinspect: No Rating: 10 REPAIRS REQUIRED: The entire roof should be checked to make sure it meets Versico Specifications and Details. Below are some of the repairs that must be made. To ensure proper splicing prior to making repairs all membranes anc flashings must be cleaned with soap and water, rinsed and dried then follow proper splicing procedures. RFW Repair Items: hereby represent, with full intention that Versico justifiably rely hereupon in the issuance of its warranty, that thi roject described above now conforms in its entirety with all Versico specifications, details and installatiol Istmctions. Pl ease fax signed inspection report to 717.245.7121 for processing. REPAIRS COMPLETED ON: SIGNATURE: Versico and VersiWeld are trademarks of Carlisle Corporation Fqo pjf�dd � t- I 1 16q Si 1 INSPECTION RECORD °��u pancyTV pe INSPECTION REQUEST LINE: (303) 234 -5933 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 Sewer Service (Underground) Caissons Water Service (Underground) Date Inspector Initials Concrete Encased Ground (CEG) Plumbing (Below/ In -slab) Footing /Stemwall P.E. Letter Heating (Below/ In -slab) 4�J\PI��YPI I�LUY [NYa[aJYrtl�(Y11 \YIYII�I�RlYl Yll iYliT�� \Gi�T- �r:T- T.T-TS - Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Date Inspector Initials Comments Plumbing (Below/ In -slab) Heating (Below/ In -slab) Liu NuL %,uver unaerarouna or BeioW /in -Sian vvnrK Prinr Fn Onnrnv2i rlf The Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath /Wall Tie Date Inspector Initials Comments Rough Electric Rough Plumbing Rough Mechanical Gas Piping YQU \'GI�JYYi Yr0I0IY��1�111YLLi /9iliIIdr4_l Yl Yli i� \:T.lR1�J:TR.11f r:T;T.7T3 - Rough Framing Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame 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. occupancy Is Not rermittea until A uertiticate of occupancy Is Issued Protect This Card From The Weather (303) 235 -2855 Ofl INSPECT ❑ No one available for inspection: Time J V AMA ' Re- Inspection required: Yes /'�'Nof ti When corrections have been made, call for re- inspection at 303-234-5933 r Date: /r' L r i,17f Inspector: z DO NOT REMOVE THIS NOTICE • CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Typ Job Address Permit Number IlioV2 zd° Time AM/F `! 4 1 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 5E ! Job Address _54'j C) LAO A,, Permit Number 11 t c l z —, aIJ ❑ No one available for inspection: Time 6 , , M1F'M Re- Inspection required: YesNo When corrections have been made, call for re- inspection at 303- 234 -5933 Date: } — ( Inspector: DO NOT REMOVE THIS NOTICE Y "^ \( f ., .- CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303)235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type :vg�t;,�rldr�J >�s " "f_, Job Address Permit Number J r r Pp /1 i o'No one available for inspection: Time AM /PM Re- Inspection required: Yes No *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ��'r 'f` Inspector: DO NOT REMOVE THIS NOTICE ♦ 1A 4 , 5vz_�.O f E F € ❑ No one available for inspection j e AM /PM l Re- Inspection required: Yes/ N ( I i When corrections have been fni e, calllfor re- nsp ction at 303 - 234 -5933 Date: £ Inspector: A, 1 DO NOT REM04 THIS NOTICE � J, y A r CITY OF WHEAT RIDGE Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address ✓'�� ✓�`£�' 5 Permit Number kid jc!d ✓ efcr 5'.4 1 1&1 7 IAvs • 77/29/1, ,- ors /rp r� s�,�r 0 ULTHATOUCHO INSO TIO SUblz]lt Sheet Is a Class -A building material that can be used for both interior and exterior walls as well as most ceiling applications. UltraTouch can be installed in either wood or metal framing cavities and between furring channels by using CONTRACTOR: a simple friction fit. The product is safe to handle and install without the JOB NAME: DATE: • Excellent Noise Absorbtion • Maximum 011-Value • Class -A Fire Rated • No Itch or Skin Irritation ®.Resists Microbial Growth • No Formaldehyde need for protective clothing or special respiratory equipment. mALEED, Eligible Product PERFORMANCE PEST METHOD Surface Burning Characteristics .Flame Spread 5 (Class I) ASTM E -84 (Fire Hazard Classification) Smoke Developed 35 (Class I) - UL -723 Corrosion Resistance Passed ASTM C -739 Fungi Resistance Passed - No Growth ASTM C-739 Bacteria Resistance Passed - :No Growth ASTM C-739 Moisture Absorption Passed -. Less Than 15 % ASTM C -739 Fire Test of Building Material Passed. -1 Hour Rating ASTM E -119 / UL -263 `.Tested in accordance with ASTM C -518 at a temperature of 75 °F. Higher R- values equalgreater insulating power... RESIDENTIAL PRODUCT CODE R- VALUE' THICKNESS (MM) WIDTH (MM) LENGTH (M) SQ. FL /BAG WEIGHT 10002 -81632 8 10" 51 16.25" 413 32' 9.75 129.99 22 lbs. 10002 -82432 8 2.0" 51 24.25' 616 32' 9.75 129.34 22 lbs. 10002 -01316 13 3.5" 89 16.25' 413 94" 2.34 84,88 35.6 lbs. 10002 -01324 13 3.5" 89 24.25' 616 94 2.34 126.63 54 lbs. 10002 -01916 19 5.5. 140 16.25' 413 94" 2.34 53.04 31 lbs. 10002 -01924 19. 5.5 140 24.25" 616 94 2.34 '.79.15. 46.5 lbs. 10002- 02116 21 5.5" 140 16.25" 413 94 2.34 ` 53.04 35.6 lbs. 10002 -02724 21 5.5' 140 ` 24.25" 616 94" 2.34 79.15 52.5 lbs. 10002- 03016 30 8.0" :203 16.25 413 '48" 1.22 27.10 24.5 lbs. .10002 -03024 30 8.0 ". 203 24.25" 616 48" 1.22 .40.40. 36.5 lbs. ACOUSTRCAL PERFORMANCE Sound Absorption was tested inaccordance with ASTM E90 -02, ASTM C423 (TypeA mounting perASTM E795) ABSORPTION COEFFICIENTS @OCTAVE BAND FREQUENCIES (Hz) R -VALUE THICKNESS (MM) 125 "250 .500 1,000 2,000 4,000 NRC /STC R - 13 3.5' 89 0.95 1.3 1.19 1.08 '.'. 1.02 1.0 1.15 NRC R -13 3.5" 89 21 40 48 52 46 48 45 STC R -19 5.5 140 0.97 1.37 1.23 1.05 1.0 1.01 1.15 NRC -- - -- R -19 5.5 - 140 - 40 - 57 63 _ 53 -- 63 °57 sTc - -- PRODUCT COMPLIANCES The physical properties of UltraTouch Insulation regularly meet the requirements, specifications standards and building practices of the following organizations. Environmental Specification #1350 �M RBI [CC Evaluation Report #1134 B LARR ]CC ER #1134 '�" r, : AI o' BOCA Building Officials. and Code Administrators 1}' ® 24053 S. Arizona Avenue CABO Council of American Building Officials Arizona 85248- Chandler, Arl ICBO International Conference of Building Officials ChaOdl 480.81 A ri LEED Leadership in Energy and Environmental Design SBCC1.Southern Building Code Congress International 480- 812.9633 FAx California Bureau of Thermal Insulation Lic #TI- 1367/Reg # CA- T367AZ www.BondedLogic.com e k Y 4 No one available for inspection: Zi r . Re- Inspection required: Yes / No When corrections have been made, tail fd� pe AM /PM " ' City of Wheat Ridge _ Commercial Sign PERMIT - 111042 PERMIT NO: 111042 ISSUED: 09/01/2011 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: 08/31/2012 DESCRIPTION: Install 3 building signs and lmonument signs * ** CONTACTS * ** - owner 303/300 -5300 Regency Centers Will Damrath sub 303/726 -5015 Curt Marcolina 11 -0193 CDM Signs sub 720/946 -1830 Ronald Smith 11 -0060 Productive Electric LLC ** PARCEL INFO ** - ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PR =�JA 11,000.00 FEES Permit Fee 220.15 Plan Review Fee 91.5 Total Valuation 00 a Use Tax 198..00 ** TOTAL ** 509.74 Conditions: MR: The issuance of a building permit a business license. Subject to field inspections. KC: Approved per plans, red -line notes comply with 2006 IBC, 2005 NEC and all Codes. Subject to field inspections. should not be construed to be approval of on plans and engineer calculations. Must applicable City of Wheat Ridge Municipal 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 named within this document as parties to the work to be performed and that all work to be performed is disclosed in this d and /or its', approved plans and specifications. Signature of - OWNER or CONTRACTOR (Circle Date 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. 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. 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. 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. 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. 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 iAoection. Cnier Building Otfical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. w City Of ]� ` Wheatj�ide - 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 Plan# 11-02-40 Permit # I I/ � ( ] 2, Building Permit Application Property Owner (please print): R e� a � j , ce r* crs W, i ( t>tin�MUPhone: Mailing Address: (if different than property address) Address: Fry * 19 C> ^Gl 'd R D . Ste. 6 goo City, State, Zip: e Contractors City License #: Electrical pr�a„�i; „-c, irl+ -c' 2 7 7X L,a ,M wn P A-- -' City License # 9 (- p, (, OSl:P1OtIQ111 S ds BTU's Gallons _Amps Scl Ft. wA. p e tC -6k3 - 'D 099. Mechanical: City License # Contract Value Je" Review Fee (due at time of submittal) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORMEDREPRESENTAT[VE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATURE: Bldg Valuation: $ kf City Of " Wheat�idge COMMUNITY DEVELOPMENT Attention Sign Contractors The City of Wheat Ridge Community Development Department has recently revised the building permit submittal process. Your submittal should include the following: • building permit application, and • freestanding sign calculation sheet, or • wall sign calculation sheet All signs are classified as 'minor' building permits. The following items must be submitted with a permit application for a sign: • A completed building permit application (front and back) • A calculation sheet • For wall signs -- a site plan which shows the entire building (with wall length dimensions), location of street, location of any existing signage and location of proposed signage • For freestanding signs -- a site plan which shows the location of the building, the size of the building, location of any existing freestanding signs and location of proposed freestanding sign (with distance to property lines) • A detail sheet which shows the height of the proposed sign (freestanding), sign copy with dimensions, electrical information, footer information (freestanding) A building permit and a signage calculation sheet are required submittal items with any building permit application for a new sign. If you have questions, call the Community Development Department at 303 - 235 -2846 and ask to speak to the Planner of the Day. Rev. 5/2/06 Wall Sion Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3�IP'O /ou,- 5� s 4 , Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - I Z O feet Wall 2 - Gz feet Wall 3- F7 " feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- + Zv square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- S-? d square feet Site Plan i v I � G Iii Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. 3N06 Contractor: You are allowed 1 freestanding sign for every street right -of -way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: � - 1,501= —50= +35 =� Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = _ 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = — 1,000 + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. E] Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back The sign must meet a setback from the street right -of -way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback r feet. For most freestanding signs, the maximum height is 15 feet. For prop ies within % mile of the interstate, freestanding signs may be 50 feet tall. These signs must a setback at least 30 feet from the street right -of -way. Step 3: Determine the height of the new sign: The new proposed freestanding sign w)tkbe 5e , fi4et tall Step 4: Determine the setback from the The new proposed sign will be setback lo feet from the street right -of -way. All freestanding signs must adhere to the 26 -603 of the Code of Laws. triangle requirements as listed in Section You must include a site plan which detail the location of the eestanding sign, building and drive areas. Show all new and existing signa (include the square f tage and height of all existing signs). Please include a detail of the proposed sign, including the verall square footage and height, as well as any electrical and structur I details which may be pertine t. ! 0 its [� k/§ : k!; \\ ]� vs m, a :n7&n»JJ¥ � \ / cn � n m 0 N N O p 00 s N C 3 tp °. G7 Z N O O Z O tD ? y n n � O v 5 Z N p p p Z y 0 p S 0 0r t0 O D O O N Z 3 _ O O X D O O O Z "0 0_ o O 0 Z 3 m y r7 S O m ° ° m Ln H N — 4J Z N X C• CD G to O " r n O, 3 N -. (S cr tD S m N £. 1 S G O p 0 0 fD rn 0 O O O O p 0 m n y C C °�� sum —i n Cn N x 2 0 O O O N_ y N O 0 m "O C — = — N + O C z — O 1 3 O� W p j � p � f L *. C I \ ;a fC fD D7 c a fG � m 1 � N_ 0 Z -C - o r� Pl ° K 00 s N C 3 m O to y m < a s $ y m o N N CD 0 � QQ�gq F ` y o Z C7 .Cn H CD M O C a CD — 4J Z O �• 01 Z Z n (S L^ S m N m a W N m C C °�� sum —i n Cn x N CD C7 y M m o 00 D z V = `�°+ to CD o CD x o w so v O o N m y 0 ! ° C Q � P m Cn O y _ O A Z W I CD 0 O f+'i C) U4 J : I M < n 1 61U�§ ''� 5' -0" CONCRETE a 0 S C 3 m o s O to y m < a s $ y m N CD 0 � QQ�gq F ` y $° =as H CD M °'� O a 5' -0" CONCRETE 8' -0" 0. A. H. £ A 14 \ J � N C' N 0 � _ s s y O v m m W N Z N s N X� A A m \ r a 0 S C 3 m o s O to y m < a s $ y m F ` y $° =as °'� ^• 8' -0" 0. A. H. £ A 14 \ J � N C' N 0 � _ s s y O v m m W N Z N s N X� A A m \ r 8 -16 -11 ROBERT -JAMES & ASSOCIATES, Inc. Sht. I of 4 12255 West 187th Street Mokena, Illinois 60448 (708) 479 -8385 File: PrioritySgn368.mcd Site: Wells Fargo 3490 Youngfield Street Wheat Ridge, Colorado 80033 Sign Type: M -48 8' -0" OAH direct bury single pole with with match plate at P -4" above grade for 6-1 1/4" x T -I1" ID sign on a 6" below grade caisson footing. Lower pole has T -1 I" wide cladding. Drawing No. 1108084 rev. A Design wind load based on the Colorado Construction Safety Code (2009 113C) using Exposure C and 100 mph winds. Design Wind Speed: ( mph.) V:= 100.0 Importance Factor : I:= 1.00 Based on Category II, Non - Hurricane Prone Regions with V = 85 -100 mph. Velocity Pressure Coefficent at a Height of Less Than 15', Exposure C : Kz := 0.85 Topographic Factor: Kzt = 1.00 Based on 6.5.7.2 Wind Directionality Factor: Kd := 0.85 Based on Table 6-4 Velocity Pressure: ( PSF) qz 0.00256•Kz•Kzt•Kd•V qz = 18.496 Force Coefficent : Cf := 1.70 Based on Figure 6 -20 Gust Effect Factor : G:= 0.85 Taken from 6.5.8.1 for Rigid Structures Design Pressure : ( PSF) F := gz•Cf •G F=26.727 Use : WL := 26.8 Reference : Manual of Steel Construction, AISC 13th Edition. Tube: ASTM A -500 Gr. B Fy = 46.0 ksi. ; Fb = 30.36 ksi. ; Fv =18.40 ksi. Plate: ASTM A -36 Fy = 36.0 ksi. ; Fb = 27.00 ksi. ; Fv = 14.40 ksi. Mounting Bolts : ASTM A -325 Fu =133.0 ksi. ; Ft = 44.00 ksi. ; Fv F-24- Reference : American Concrete Institute, Code 318.05 Rebar : ASTM A -615 Grade 60 Fy = 60.0 ksi. Concrete: 3,000 psi, compressive strength at 28 days. ID Sign: Desian Loads at EL. 1.33 IDSgn := (6.10.7.92• WL). F(6) + 0.57] IDSgn = 4687.037 L` 0 57 APPROVED Subject to Field Inspections Whe4 Ridge Building Dept. Sig Plan Checker Cladded Pole : CldPole := (0.57.7.92• WL)•J— I 2 CldPole = 34.481 ft.lbs. / Moment: ( ft.lbs.) MtEL133 := IDSgn + CldPole MtEL133 = 4721.518 Shear: ( lbs.) ShrEL133 = (6.10.7.92• WL) + (0.57.7.92• WL) ShrEL133 = 1415.748 Design of Pole Structure at EL. 1.33': Section Modulus of Tube : ( in. ) IS 4" x 4" x 1/4" wall - TabeSM := 3.90 np REgr 13762 ,. of 8 -16 -11 ROBERT JAMES & ASSOCIATES, Inc. Bending Stress : (psi.) fb := MtEL133• 12 f6 = 14527.748 TubeSM Area of Tube : ( in. TS 4" x 4" x 1/4" wall - TubeArea := 3.37 Shear Stress Stress : (psi.) f := f = 420.103 TubeArea < Unity Check - Combined : UCComb :_ f6 f + v UCComb = 0.501 1.00 30360 18400 Design of Sign Mounting Bolts at EL. 1.33': Mounting Bolt Diameter: (in.) MntBltDia = 0.75 Number of Mounting Bolts in Tension: NoTen := 2 Front to Back Distance Between Mounting Bolts : ( in. ) LvrArm := 11.0 Tension Load per Mounting Bolt: (]bs.) TenMntBlt := MtEL133- 12 TenMntBlt = 2575.37 NOTen.LvrAnn Stress Area: ( in. MntBltArea := n MmBltDia2 MntBltArea = 0.442 ( Based on nominal diameter per AISC 4 -3 ) 4 Allowable Tension: ( lbs.) AllwTen 44000•MntBltArea AllwTen = 19439 Unity Check: UCMntTen TenMntBlt UCMntTen = 0.132 < 1.00 Mounting Bolt Tension AllwTen Sht. 2 of 4 XA CJ Number of Mounting Bolts in Shear: NoShr := 4 Shear Load per Mounting Bolt: (lbs.) ShrMntBlt := ShrEL133 ShrMntBlt = 353.94 NoShr Allowable Shear: ( lbs.) AllwShr := 21000 •MntBltArea AllwShr = 9278 Unity Check -Mounting Bolt Shear: UCMntShr := ShrMntBlt UCMntShr = 0.038 < 1.00 OK AllwShr Unity Check - Combined: UCComb UCMntTen + UCMmShr UCComb = 0.171 < 1.00 OK Use: 3/4" diameter ASTM A -325 bolts and equivilent nuts and washers. Design of Match Plates at EL. 1.33': Plate Thickness: (in. ) P1tThk := 0.75 Plate Width : (in.) P1tWdth := 16.0 Side to Side Distance Between Mounting Bolts : ( in.) B1tSprd := 13.0 Plate Specimen: (in.) PLS..- LvrArrn + BhSprd — 44.0 + 4.02 PLS = 5.686 2 Minimum Thickness Required: (in.) RegdThk := TenMntBlbNoTen• PLS • 6 RegdThk = 0.638 (PltWdth•27000) 8 -16 -11 ROBERT -JAMES & ASSOCIATES, Inc. Sht_ 3 of 4 dThk Unity Check : UCMtchPltThk := Re 9 UCMtchPltThk = 0.85 < 1.00 OK Match Plate Thickness PltThk Use: 3/4" thick x 14" x 16" plate with four ( 4 ) 7/8" diameter holes on a 11" x 13" bolt pattern. Designn Loads at Ton of F (6 " Grade ) ID Sign: IDSgn (6.10.7.92• WL).[ 6 0 J +2.4 0 ( IDSgn = 7056.451 ft.lbs. Cladded Pole: CldPole := (1.90.7.92. WL). 1.901 +0. S CldPole = 584.765 ft.lbs. L` 2 J Moment: (ft.lbs.) MtTOF := IDSgn + C1dPole MtTOF = 7641.216 Shear: (ibs.) ShrTOF (6.10.7.92• WL) + (1.90.7.92• )WL) ShrTOF = 1698.048 Design of Pole Structure at Top of Footina Section Modulus of Tube: (in. TS 4" x 4" x 1/4" wall - TubeSM := 3.90 MtTOF. 12 Bending Stress : (psi.) f6:= f6 = 23511.434 TubeSM Area of Tube: (in ?) TS 4" x 4" x 1/4" wall - TubeArea := 3.37 Shear Stress : (psi.) f = ShrTOF f = 503.872 TubeArea � f Unity Check -Combined: UCComb :_ + � UCComb = 0.802 < 1.00 OK 30360 18400 Design of Caisson Footing_ Overturning Moment: (ft.lbs.) Ma := MtTOF Ma = 7641.216 Shear : ( lbs. ) Va := ShrTOF Va = 1698.048 Applied Lateral Force : ( Ibs.) P Va P = 1698.048 Allowable Lateral Soil Pressure : ( lbs. /ft? per ft.) LP := 150 Diameter of Round Footing: (ft.) bl := 3.0 M Distance in Feet From Ground Surface h:= h = 4.5 to Point of Application of 'T" Va Depth of Footing Below Grade: (ft.) d:= 5.0 Height of Concrete Footing: (ft.) dl := 4.5 Depth of Footing Below Grade : ( ft.) Dpth := d — dl Dpth = 0.5 V 8 -16 -11 ROBERT -JAMES & ASSOCIATES, Inc. Sht. 4 of 4 Allowable Lateral Soil Bearing Pressure Pursuant Sl := dl • (LP 3.40) S 1 = 315 to the 2009 International Building Code Section 1805.7 and Table 1804.2 with 100% increase for allowable 1/2" deflection at grade. A:= 2.34• P A = 2.102 (SSI-2).bl l d2:= z [ + I 1 + 4.36• d2 = 4.43 dl = 4.5 OK Check Tensile Stress in Footine : Overturning Moment About Heel Point: (ft.lbs.) Mh := Ma + (Va•dl) Mh = 15282.432 Treat as a cantilever at bottom. Compressive Strength of Concrete : ( psi.) fc := 3000 Yield Strength of Rebar : ( psi. ) fy = 60000 Section Modulus of Footing: (in ?) Sw:= 7c•(bl•12)3 Sw= 4580.442 32 r ll Tensile Stress in Concrete: ( psi.) ft L ( 12) ft = 40.037 Sw Allowable Concrete Stress : ( psi.) �Ft := 0.65•(5•�Q �Ft = 178.01 > ft = 40.037 REBAR NOT REQUIRED FOR STRESS Quantity of Concrete (yds. CY := � tc•b1 2 •dl l CY = 1.178 l 4.27 ) Note: Keep bottom of tube 3" from bottom of footing to create concrete cover for water exclusion. s0 t ism E 3 m % xI V CD V C5 co F D n N g E �£ _S a ' Ss a ,�.In, A s o cams 6 N x c n ° v ° a C � y C Cl y � N O y pq � N p� N o- z m � � m m 3 � � m N C C � � N � N f9 Q a Q d c n � m o m m m N N O4 . Ci CJ CD CL. m CD N y dQ dQ d C CD n x N �O to ti A �2 § |!k � : {■ !� /]\ \ \( §%E \ \\ Ell \ \\ \ {\ CD CL C w q )\ I; I /\ � � � « 5 N� 6 p� 4 'C H O m5 A ° y 3 I � b t9 O O '.O H VJ y ' m A O o � N � 9 O C t7 N d N O y c oa y N (p Q - o. CD E d m y N a � N !� |� | ii& §£E /\ / \) \ � (( () * f `\ � \ /( ■ a 6 k( §( !�! � \ � } } \ \\ act \�}\\ \ \ \ \\ 2 # \i }� #e 2■ 2 \ y ( ! � :/ ! \ ( � � [ � . F Seam s y a a t � F C � � C C R C T 4J O G W N a n 0 0 umi Y Vl y ' m A n y O W 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type l,:5� Job Address 1 ' s -g,(o 5 r Permit Number /zp,? 7,> k f. Di or inspection: Time AM" =d: Yes e been made, cag for re- inspection at 303- 2345933 Inspector: OT REMOVE THIS NOTICE 4 1 CITY OF WHEAT RIDGE j Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type r 1 �1 _ c Job Address Permit Numbe .i p ❑ No one available for inspection:/ Tim AM /PM ' Re- Inspection required: Yes No f When corrections have been made, call yO /t ' 's ,0 gaction at 303- 234 -5933 Date: Inspector: / ' J I DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time . AMAN / Re- Inspection required: Yes /'LNNo *When corrections have been made, call for re- inspection at 303 - 234 =5933 Date: Inspector DO NOT REMOVE THIS NOTICE ♦� 4� CITY OF WHEA' Building Inspectib w� ^%nnw nnnn - I... I (303) 235 -2855 INSPE Inspection Type 1SP Job Address r Permit Number ✓ ° � 5 eevo 1= t ; i' fi �v. r ❑ No one available for inspection: Time AM/P.0 Re- Inspection required: Yes No when corrections have been made, call for reJnspection at 303- 2345933 Date: Inspector Inspector 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 N i1; (Ad& t� 1te; �� �i Inspection Type —� ` `'��`� z � �`°� sR Job Address 3`f I t 0 V Permit Number 10,,D 7 f qs ��L° iL�C5.411 � Cr /�. rt ' L,1�P l�] C /l\ / (' ��.rt .; + ✓ - "- r�S� �Ci • �c.�� � veto �' ❑ No one available for inspection: Time AM/ Mr Re- Inspection required: Yes No *When corrections have been made, call fo .n at 303 - 234 -5933 ' Date: Inspector: DO NOT REMOVE THIS NOTICE NP CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type _° z., �" Job Address .7 t Permit Number A0,7771! tp J ❑ No one available for inspection: Re- Inspection required: Yes A *When corrections have been mao c Date: 11.1 Inspector: ime AM /PM of re -i pection at 303 - 234 -5933 J t DO NOT REMOW THIS NOTICE G r. 1 CITY'OF WHEAT RIDGE Building Inspection Division f (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929. Fax INSPECTION NOTICE Inspection Typed Job Address Permit Number J ❑ No one available for inspection: Time AM /PM Re- inspection required: Yes o� 1 j When corre tions have been math c l f or re i spaction at 303- 234 -5933 Date:' Inspector: DO NOT REMO T lS NOTICE o. Inspection Type Job Address Ft/ I> Permit Number e43;2777 n7 Zaf C - n" 7 K7 V7' Ei No one available for inspection: Time ; AM/ j Re- Inspection required: Yes No �s When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: y rr Inspector: r° e K DO NOT REMOVE THIS NOTICE (3 Job Address �r�r.+�d'�v °! Permit Number /&v2 7 77 &0 Pi t 2 , e . SxPlkic_D - , rd <SZ> 7V Ag ra t 'r c c o No one available for inspeotion: Time A(P Re- Inspection required: Yes (No When corrections have been made, can for re- inspection at 303 - 2345933 Date: Inspecto / c 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 Typ Job Address ,�Br9xrG 5 s` Permit Number l ° :? � k, s � r�1C r c.e/�rZ'�`� °_f��'1�✓ ❑ No one available for inspection: Time AM Jam; Re- Inspection required: Yes No *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 7//.z Inspector:'," t° DO NOT REMOVE THIS NOTICE r. T CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type flP -4,*r5 r � Job Address 3 sf Permit Number 77 ,5 9d 164,aF 274 • el A20,1ki e. L,) Z k . k c ❑ No one available for inspection: Time AMM; Re- Inspection required: Yes r *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Zrrfii Inspecto r 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 r Inspection Type ��- wwf wS Job Address 9Lf9v Permit Number lo,2779 J; i� F r. i' r. 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 5 ed� 1 14 CA Job Addres ° �l ilvv cn `iti Permit Number r ; f t t y p p ❑ No one available for inspection: Time 10:1 AM PN' Re- Inspection required: Yes Co When corrections have been made, call fD a -in, ecti n at 303 - 234 -5933 e�� Date: �'�'� °�� Ins ,` DO NOT REMOVE THIS NOTICE �lI! •. • CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office r (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type M!'.T7, Job Address i�eJtl�s 5 `Permit Number F � t� ,"rr jfb'E 7iF i R ` ✓ �Y fe I � L /Ilf 5570 East Yale Avenue Denver, Colorado 80222 Phone 303 - 694 - 2445 Fax 303 - 290 — 8115 kapc@kenneyarchiteGts.com KENNEY ARCHITECTS, P.C. TO: LETTER-OF-TRANSMITTAL Melissa Mackey City of Wheat Ridge Phone: 303.235.2848 DATE 05.24.11 JOB NO. A1605 ATTENTION RE: Wells Fargo Applewood DeNovo We Are Sending You: ® Attached ❑ Separate via ❑ Shop drawings ® Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ Other the following items ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 2 05.24.11 ❑ Resubmit ASI #4 — Removal of ATM from sheets 2 05,24.11 ❑ Approved as noted ASI #4 — Written description copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review ❑ ❑ FOR BIDS DUE 20 ❑ PRINT RETURNED AFTER LOAN TO US Remarks THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review ❑ ❑ FOR BIDS DUE 20 ❑ PRINT RETURNED AFTER LOAN TO US Remarks Hi Melissa. Here are the two conies of undated drawings I've only included the sheets that received revisions and left them loose in case we need to incorporate them into your existing set Please let me know if you need anvthing else. i I k"IL KEN NEY ARCHITECTS, P.C. Architects Supplementary Information (ASI) - #04 PROJECT: Wells Fargo Applewood PROJECT #: A1605 DATE: 05.11.10 CLIENT PM: Lori Smith, Wells Fargo ARCH PM: Jennifer McDaniel GC PM: Kevin Mahoney, Warier Construction The items listed below are hereby incorporated into the Construction Documents for the project listed above. Descriptions of A.S.I. items are general in nature and are not intended to describe every affected component of the project. It is the exclusive responsibility of the Contractor to coordinate work described so as to assure complete and finished construction without causing adverse consequences to other requirements of the contract. CIVIL DRAWINGS CE100 4.1 Refer to the plan for demolition of drive lane. CE101 4.1 Refer to the plan for new curb locations. LANDSCAPE DRAWINGS LS100 4.1 Refer to the plan and planting schedule for the addition of new landscaping in the former drive lane. LS500 4.1 Refer to detail A for the addition of a crushed gravel path in lieu of concrete pavers. IR100 4.1 Refer to the general notes for the addition of Note 17. 111101 4.1 Refer to the plan for the new irrigation layout. ARCHITECTURAL DRAWINGS AS100 4.1 Refer to the plan for update to curb locations AE302 4.1 Refer to section 3 for updates to the spandrel glass assembly. 4.2 Refer to section 2 & 3 for improved callouts to the window details. AE601 4.1 Refer to details 5 & 13 for updates to the window flashing. AE602 4.1 Refer to details 2 & 3 for updates to the window sill and flashing. " 1 PROJECT: Wells Fargo Applewood PROJECT #: A1605 DATE: 05.11.10 CLIENT PM: Lori Smith, Wells Fargo ARCH PM: Jennifer McDaniel GC PM: Kevin Mahoney, Warier Construction The items listed below are hereby incorporated into the Construction Documents for the project listed above. Descriptions of A.S.I. items are general in nature and are not intended to describe every affected component of the project. It is the exclusive responsibility of the Contractor to coordinate work described so as to assure complete and finished construction without causing adverse consequences to other requirements of the contract. CIVIL DRAWINGS CE100 4.1 Refer to the plan for demolition of drive lane. CE101 4.1 Refer to the plan for new curb locations. LANDSCAPE DRAWINGS LS100 4.1 Refer to the plan and planting schedule for the addition of new landscaping in the former drive lane. LS500 4.1 Refer to detail A for the addition of a crushed gravel path in lieu of concrete pavers. IR100 4.1 Refer to the general notes for the addition of Note 17. IR101 4.1 Refer to the plan for the new irrigation layout. ARCHITECTURAL DRAWINGS AS100 4.1 Refer to the plan for update to curb locations AE302 4.1 Refer to section 3 for updates to the spandrel glass assembly. 4.2 Refer to section 2 & 3 for improved callouts to the window details. AE601 4.1 Refer to details 5 & 13 for updates to the window flashing. AE602 4.1 Refer to details 2 & 3 for updates to the window sill and flashing. ASI #04 1 ❑;No one available for inspection: Time ASP Re- Inspection required: Yes<; When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: Inspector: r DO NOT REMOVE THIS NOTICE .r CI1 �P Build (303). (303) 235 IN; inspection Type Job Address Permit Number )ECTION NOTICE *When corrections ha been madam c Date: 'a Inspector: DO NOT REMOV l kfS NOTICE I .. . CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line ' r4000or (303)235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type ice_ Job Address Permit Number A0 Z r ❑ No one available for inspectigh: Tine AM /PM Re- Inspection required: Yes I No j` j When corrections have been made, ca �f9 - inspection at 303 - 2345933 f i. Date: Inspectole�� �, f �,. i y upl DO NOT REMOVE V HIS NOTICE CITY O r 400 01r, Building (3 234 - 23 ,(303) 235 -2855 INSPE Inspection Type ��- Job Address Permit Number - r NHEAT RIDGE pection Division 33 Inspection line Tice ' (303) 237 -8929 Fax rION NOTICE ❑ No one available for inspection: Re- Inspection required: Yes 4o When corr ctio s have been mad Dater Inspector: P) AM /PM 1 A ' 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 �"� Job Address _✓? r Permit Number ake L Jae '# n.7 yaw i> d. . ❑ No one available for inspection: Jime AM /PM Re- Inspection required: Yes �No t t{ � il' z. *When correc ions ha ye been macfe,�ak fo r, ` ' # spection at 303 - 234 -5933 , Date: Inspector. a V :Ur f DO NOT REMOVE THIS NOTICE City of Wheat Ridge / Commercial New Struc PERMIT - 102779 PERMIT NO: 102779 ISSUED: 12/23/2010 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: 12/23/2011 DESCRIPTION: New construction of Wells Fargo Bank * ** CONTACTS * ** ZONE CODE: owner 303/300 -5325 Regency Centers SUBDIVISION: UA arch 303/694 -2445 Jennifer McDaniel _ gc 303/683 -0099 02 -1646 Waner Construction Company Inc sub 303/472 -9602 Howard White 08 -0088 4 Cubs Plumbing sub 720/377 -0413 Bradly S. Little 02 -2009 E & M Heating & Air Conditioni sub 720/946 -1830 PETER COOPER 01 -8461 Productive Electric, Inc. ** PARCEL INFO ** ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED P ECT VALUATION: i ,1g92,255.00 FEES A Permit Fee 6,291.70 ; 00�', Plan Review Fee 4,999.83 _ Total Valuation .00 ... Use Tax 19,660.59 ** TOTAL ** 30,952.12 f/ Conditions: DFB: Approved. As -built plans accompanied by a drainage certificate shall be required prior to issuance of C /O. MR: Approved. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. Provide lighting plan per planning requirements. Signage to be under seperate permit. 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 named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document any raccompanying approved plans and specifications. Signature of OWNER or (CONTRACTOR `Circle one) City of Wheat Ridge Commercial New Struc PERMIT - 102779 PERMIT NO: 102779 ISSUED: 12/23/2010 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: DESCRIPTION: New construction of Wells Fargo Bank 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 1BO days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of arW applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field i Signature of hie uilding Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ' City o; h6atWdcre C PM OMMUNITY DEVELOENT Building & Inspection Services Division 7500 W. 29 Ave. Wheat Ridge CO 80033 Date: Plan # Permit # Office: 303- 235 - 2855 " Fax: 303-237-8929 Inspection Line: 303 - 234 -5933 Building Permit Application prooerfv- Address: 3490 Youngfield St., Wheat Ridge, CO 80033 Property Owner (please print): Regency Centers Phone: 303 .300. 5325 Mailing Address: (If different than property address) Address: 8480 E. Orchard Rd. , Suite 6900 City, State, Zip: Greenwood Village, CO 80111 Contractor': Electrical: City License # Phone: Plumbing: City License # Description of work: The project proposed is the new construction of a Wells Fargo branch bank in the Applewood Shopping Center. Squares BTU's Gallons Amps Sq Ft. E) , 4'23 Mechanical: City License # Contract Value: $ 1,300,000.00 Review Fee (due at time of submittal): A 4.999.83 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 a lication to list that entity on this application. CIRCLEONE: (OWN R) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) (OWNER) ONTRACTOR) , 3c - — . , ( OWN _ rRINTNAME: Jennifer McDaniel SIGNATURE: Bldg Valuation: $ 49 60 1 614% t 7 ,. 0 I � City of q Wheat"idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Date: ` IFS I (� _ Plan # (L. _ Ct . Permit # Property Address: 3490 Youngfield St., Wheat Ridge, CO 80033 Property Owner (please print): Regency Centers Phone: 303. 300.53 2 5 Mailing Address: (if different than property address) Address: 8480 E. Orchard Rd., Suite 6900 City, State, Zip: Greenwood Village, CO 80111 Contractor: Contractors City License M Phone: Sub Contractors: Electrical: Plumbing: Mechanical: City License # City License # City License # Description of work: The project proposed is the new construction Contract Value: of a Wells Fargo branch bank in the Apple wood S 1,300,000.00 Shopping Center. Review Fee (due at time of submittal): Squares BTU's Gallons _Amps SgFt. 6_,423 g 4,999.83 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 th appli cation to list that entity on this application. CIRCLE ONE (OWN R) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) (OWNER) ONTR PRINTNAME: Jennifer McDaniel SIGNA• U.RE: DEPARTMr=NT-US ONLY ZONING COMMENTS: Zoning: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer PUBLIC WORKS COMMENTS: .4S BlUlLT �Li �C �Y ✓t'" ABM' �t ev �{ ewe f : S// 9yG �v, AgEa /x'2/0.0. - - , Z> OCCUPANCY: oel _ 4( It (2z�ld FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required I Bldg Valuation: $ ;: / 01/04/11 15:08:47 City of Wheat Ridge Page 1 bp340 -iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE - -- DESCRIPTION - - - -- - - -- VALUATION- - - - - - -- -FEE - - -- -USE TAX prm P Permit Fee 1 1,092,255.00 6,843.35 0 0.00j rvw P Plan Review F 1 1,092,255.00 4,448.18 0 0.00 ��� totva T Total Valuati 1 1,092,255.00 0.00 0 0.00 use U Use Tax 1 1,092,255.00 0.00 1 19,660.59 TOTAL V VALUATION: 1092,255.00 FEES VALUATION: 1092,255.00 PERMIT FEE: 6,843.35 USE TAX: 19,660.59 OTHER F FEES: 4,448.18 TOTAL F FEES: 30,952.12 bon C ��71' PVC �Anv olr ICA r ;��NX, City of `� WheatWiidge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 Date: 16-/ 1 1 Applicant: Yt e," _S4_ 06"z i Phone # (303) &9:3 — 00 Location of Construction: 3412,o �V Purpose of Construction: AJCk, B4 Single Family Commercial Multi- Family Development Review Processing Fee: (For document processing) $100.00 $ /B®•o® Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multi- Family Review Fees: • Review of existing or minimal technical documents: ........................ $200.00 $ ZO O- 0 • Initial review' of technical civil engineering documents (Fee includes reviews of the I and 2 "d submittals): .......................... $600.00 $ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1' and 2 " submittals): .......................... $500.00 $ • Trip Generation Study Review Fee: ................................................... $200.00 $ ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`a submittal (' /z initial review fee): .................................................... $300.00 $ 4 submittal (full initial review fee): .................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): 30 0-00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT -OF -WAY. r Signature of Applicant Date L5-z)( www.ci.wheatridge.co.us Rev 09 /09 City of COMMERCIALIMULTI- FAMILY B Wheat�idg e BUILDING PERMITAPPLICATIONREVIEW Date: 11 122- / /t> Location: 3N9b �' &UA�l FIAF✓b ST ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a 8'17V4 to be located at the above referenced address. Please note the summary comments below. I. ✓ Property Boundary Closure: ✓OK Not OK; refer to stipulations. 2. AZ Drainage: a. Final Drainage Report and Plan required b. Drainage Plan & Certification Letter required C. Lot drainage /grading is to be reviewed by the Building Division d. Site drainage /grading has been reviewed and are: --I/OK Not OK; refer to stipulations 3. ✓ NPDES Permit Required: _ Yes —l No 4. ✓ Public Improvements to be complete d : a. street paving/patching: _ Yes ✓ No b. curb & gutter /drivecut: Yes No C. sidewalk: Yes _✓ No d. standard street lights: Yes ✓ No e. pedestrian lights: Yes ✓ No ti storm sewer: _ Yes ✓No g. Letter of Credit required: Yes ✓No / If a Letter of Credit is required, for what improvements? A l� Amount of the letter of credit: $ RJ //T 5. SIA/PIA required: Yes _ ✓No 6. v� Traffic impact analysis required & approved: Yes ✓ No 7. v' Street Access Permit required: Yes _ ✓No If yes, was it approved by the Director of Public Works? Yes No 8. Does all existing roadway /alley R.O.W. meet the standards of the City: —/ Yes _ No If not, what is requested: Al At Has the dedication been received? _ Yes No 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. �""' e4,� cl1721!, Signature David F. Brossman, P.L.S. Date 10._ NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated or attached reason(s). Signature David F. Brossman, P.L.S. Date 11:_ Stipulations: 12. ✓ NOTE: Any damage to the existing Public Improvements as a result of this construction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter accompanied by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. City of W heat P4dge 1, u I tlC WORKS City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: eQau&FiEZ_r� S Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer i CC: File www.ci.wheatridgelco.us _ - Rev2/O8 City Of ��` � �Iheatj�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.2352857 December 20, 2010 Jennifer McDaniel Kenney Architects PC 5570 E. Yale Avenue Denver, CO 80222 Dear Ms. McDaniel: This letter is in regard to your request for approval of an application for building permit for construction of a Wells Fargo Bank facility at 3490 Youngfield Street. I have reviewed your submittal and have the following comments: PAGE LS100 1. There was no information provided regarding the landscaped coverage on the property. The table labeled "landscape requirements" from Sheet 3 of 4 should be included on this sheet. PAGE AE201 I. All wall and freestanding signs must be separately permitted. 2. Provide a materials legend for the types of windows proposed (IE, spandrel glass, Low -E glass, etc.). OTHER 1. A lighting plan for the site lighting needs to be included within the plan set. The lighting plan should include the following: locations of all lighting fixtures and a numerical grid of lighting levels in foot candles or as isoilluminance curves, lamp types and wattages, mounting heights of all fixtures, cut sheets showing design and finishes of all fixtures and designation as cutoff fixtures. This concludes the summary of planning comments. Please address each comment accordingly. If you have any questions, do not hesitate to contact me at 303 - 235 -2848. Sincerely, Meredith Reckert, AICP Senior Planner C: John Schumacher wwwxi. w h ea tri dgexo.0 s 1 DRAINAGE REPORT (2) COPIES IMPROVEMENT LOCATION CERTIFICATE PROOF OF UTILITY AVAILABILITY GRADE /FILL PERMIT APPLICATION 60008: Subsurface Exploration Program Geotechnical Recommendations Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado m C OE O R PLO Whe Ridge Building Department , at proved N- BUILDING OFFICIAL DATE Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not be a permit 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. Prepared for: APPROVED Subject to Field Inspections Wheat Ridge Building De pt. 1 , �f Irqq V-t, Date: $ov; I S Wells Fargo Co "r "'porate Properties Group 9700 Lincoln Avenue, Suite 1200 Denver, Colorado 80274 Attention: Ms. Lori Smith Job Number: 10 -3010 March 12, 2010 ENGINEERING CQNSULTFINTS INC. 41 Inverness Drive East, Englewood, CO 80112 -5412 Phone (303) 289 -1989 Fax (303) 289 -1686 www.groundeng.com Office Locations: Englewood Commerce City . Loveland . Granby Gypsum Grand Junction Casper TABLE OF CONTENTS Page Purposeand Scope of Study ......................................:................ ............................... 1 Proposed Construction ................................................................ ............................... 1 SiteConditions ............................................ ............................... Subsurface Exploration ................................................................. ............................... 2 LaboratoryTesting ........................................................................ ............................... 3 GeologicSetting .............................................................................. ............................... 3 Subsurface Conditions .................................................................. ............................... 4 SeismicClassification .................................................................... ............................... 5 Geotechnical Considerations for Design ........................................ ........_...................... 6 FoundationsSystems .................................... ................. . ...... . ........ . .,............................ 6 FloorSystems ................................... ............................... 9 Lateral Earth Pressures...:::: Water-Soluble Sulfates ........ ..................... ............................... ........ .......... 13 SoilCorrosivity ............................................................................................. 13, ProjectEarthwork.. .......1 . .......................... ........ ......... ......... .......... 15 Excavation Considerations ...... 19. Utility Installation ... ....... ........ ........ ........, Surface Drainage..___-, .....:: .................. Subsurface Moisture lnfiltration'and Drainage..' 25 PavementSections ........................................................................ ............................... 26 Exterior Flatwork and Hardscaping ................................................ ............................... 31 Closure................................. ............................... .36 Site Plan with Test Hale Locations ...................................... ............................... Figure 1 Logs of Test Holes .............................................................. ............................... Figure 2 Legendand Notes .............................................................. ............................... Figure 3 Bearing Capacity Chart ....................................................... ............................... Figure 4 Summary of Laboratory Pest Results .............:.......... ............................... Tables 1 and 2 Pavement Section Calculations ..................................... ............................... Appendix A Wells Fargo Bank 3480 Youngfield Street Wheat Ridge, Colorado PURPOSE AND SCOPE OF STUDY This report presents the results of a subsurface exploration program performed by GROUND Engineering Consultants, Inc., (GROUND) to develop geotechnical recommendations for design and construction of the proposed Wells Fargo Bank to be located at 3490 Youngfield Street, in Wheat Ridge, Colorado. Our services were provided in general accordance with GROUND's Proposal No. 1002 -0239, dated February 9, 2010. A field exploration program was conducted to obtain information on subsurface conditions. Material samples obtained during the subsurface exploration were tested in the laboratory to provide data on the classification and engineering characteristics of the on -site soils. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to the construction of the proposed development are included. PROPOSED CONSTRUCTION We understand that the rehabilitation project will consist primarily of a single -story commercial building on approximately the site of a similar, existing building. The building will be of conventional construction and impose moderate building loads, typical of structures of this type. We understand that no below grade levels are planned for these improvements at this time. Because the area already has been graded, we anticipate only limited cuts and fills, likely on the order of 2 feet or less, to construct the proposed building pad. Pavements, sidewalks and other hardscaping, and local landscaping will be constructed around the building. Underground utilities will be installed to service the new building. Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 1 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado If proposed grading, building construction or loadings are different than as described above, GROUND should be contacted to re- evaluate the recommendations in this report. SITE CONDITIONS The project site was located in a existing commercial development near the intersection of 32 Avenue and Youngfield Street in Wheat Ridge, Colorado. An existing commercial building occupied much of the proposed building footprint. It was surrounded by turfed areas and other landscaping including trees. The site was nearly flat - lying. The vicinity overall sloped gently northwestward. SUBSURFACE EXPLORATION The field exploration for the project was conducted in February, 2010. Five test holes were drilled to evaluate subsurface conditions, including depths to groundwater and bedrock, as well as to retrieve samples for laboratory testing and analysis. Three were drilled near the approximate addition footprint using a truck - mounted, continuous flight, power auger rig. The remaining two test holes were drifted in areas proposed for paving. A GROUND field engineer directed the subsurface exploration, logged the test holes in the field, and prepared the samples for transport to our laboratory. Samples of the subsurface materials were retrieved with 2 -inch I.D. "California" -type liner sampler. The samplers were driven into the substrata with blows from a 140 -pound hammer failing 30 inches, similar to ASTM Method D1586. Penetration resistance values (blows per distance driven, typically 12 inches), when properly evaluated, indicate the relative density or consistency of soils and bedrock. Depths at which the samples were obtained, type of sampling method utilized, and associated penetration resistance values are shown on the test hole logs. The approximate locations of the test holes are shown in Figure 1. Logs of the test holes are presented in Figure 2. Explanatory notes and legend are provided in Figure 3. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 2 Wells Fargo Bank 3490 Youngfteld Street Wheat Ridge, Colorado J LABORATORY TESTING Samples retrieved from our test holes were examined and visually classified in the laboratory by the project engineer. Laboratory testing of soil and bedrock samples obtained from the site included standard property tests, such as natural moisture contents, dry unit weights, grain size analyses and liquid and plastic limits. Swell- consolidation, unconfined compressive strength, water- soluble sulfate content and corrosivilly tests were performed on selected samples of the on -site soils, as well. Laboratory tests were performed in general accordance with applicable ASTM protocols. Data from the laboratory- testing program are summarized on Tables 1 and 2. GEOLOGIC SETTING The subject parcel lies within the Denver Basin geologic province that consists largely of a sequence of sedimentary rock formations deposited and preserved in a structural depression in north - central Colorado. In the general project area, these sedimentary rocks dip eastward a low angles (less than 10 degrees, typically) and are overlain by a variety of surficial deposits including alluvial (stream -laid) sediments, eolian (wind - blown) materials and colluvial (slope -wash) deposits. Published maps, e.g. Trimble and Machette (1979) depict the site as underlain by Upper Pleistocene Loess. Loess consists of eolian (wind - blown) silts with subordinate volumes of fine sands and clays. Subsequent weathering commonly results in alteration of feldspars in these materials to additional clays. Loess deposits can exhibit both expansion and collapse potentials locally. The surficial soils are mapped as underlain by interbedded strata of the upper Cretaceous / lower Tertiary Denver Formation. In the northwest Denver metropolitan area, the Denver Formation consists largely of claystones and sandstones interbedded on various scales. The claystones typically are moderately to highly expansive. Well cemented, resistant sandstones are encountered locally, as well as over - consolidated, but un- cemented and friable sandstones. 1 Trimble, D.E. and M.N. Machette, 1979, Geologic Map of fire Greater Denver Area, Front Range Urban Corridor, Colorado, U.S. Geological Survey, Miscellaneous Investigations Series, Map 1- 856 -H. Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 3 Wells Fargo Bank 3490 Youngtield Street Wheat Ridge, Colorado The site lies east of the Dipping Bedrock Overlay District (DBOD) as established by Jefferson County. Therefore, the specific development requirements established by the County for parcels within the DBOD are not applicable to the subject site. SUBSURFACE CONDITIONS The subsurface conditions encountered in the test holes generally consisted of native sands, gravels and clays to the depths explored. These soils are interpreted to alluvial deposits, possibly interbedded with loess. Sandy fill soils were penetrated at Test Holes 3 and P -1. It should be noted that in a 2 -inch diameter sampler, the proportion of gravel in a sample typically is under - represented, and cobbles and boulders are not recovered at all. Approximately 5 feet of fill was penetrated at Test Hole 3 and at least that depth at P -1. We anticipate that not all filled areas on the site were identified as such in the test hole logs. Delineation of the complete lateral and vertical extents of all fills on the site and their compositions was beyond our present scope of services. The contractor should anticipate encountering additional filled areas than those depicted. Although not recognized in the small diameter test holes used for subsurface exploration, because of the prior land use and the anticipated demolition of the existing building, trash, landscaping debris and construction debris likely are present locally on the property. The contractor should be prepared to excavate, handle and export such materials when they are encountered during construction. Sands and Gravels consisted of fine to coarse, clayey to silty sands to clean to silty gravels. Cobbles and possibly boulders likely are present as well. They were moist to wet, non- to moderately plastic, medium dense to dense, and brown In color. Sands and Clays were sandy to very sandy, moist, low to moderately plastic, medium dense / stiff to very stiff, and brown in color. Swell- Consolidation Testing suggested limited potentials for settlement in the on -site soils. Consolidations of up to 0.8 inch was measured upon wetting under a 1,000 psf surcharge load. (See Table 1.) Groundwater was encountered in Test Hole 1 at a depth of approximately 40 feet below existing grades, at the time of our subsurface exploration. Groundwater levels Jab No. 10 -3010 GROUND Engineering Consultants, Inc.. Page 4 . Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado should be anticipated to fluctuate, however, in response to annual and longer -term cycles of precipitation, surface drainage, applied irrigation, development and drainage of transient, perched water conditions, and other factors. SEISMIC CLASSIFICATION According to the 2006/2009 International Building Cade' (Section 1613 Earthquake Loads), "Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7, excluding Chapter 14 and Appendix 11A. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 (200612009 IBC) or ASCE 7." Exceptions to this are further noted in Section 1613. In accordance with the 2006/2009 International Building Code it is GROUND's opinion that Seismic Design Category B would be applicable for seismic foundation design for an Occupancy Category of I, ll, or III; a Design Category C would apply for an Occupancy Category of IV. The structural engineer should ultimately determine the Seismic Design Category. Compared with other regions of the western United States, recorded earthquake frequency in the project vicinity is relatively low. Values of the seismic design parameters SDs and SDI of 0.229 and 0.107, respectively, were obtained for the site from U.S. Geological Survey software. Per 200612009 IBC, Section 1613.5.2 Site class definitions, `Based on the site soil properties, the site shall be classified as either Site Class A. B, C, D, E or F in accordance with Table 1613.5.2. When the soil properties are not known in sufficient detail to determine the site class, Site Class D shall be used unless the building official or geotechnical data determines that Site Class E or F soil is likely to be present at the site." As permitted in Table 1613.5.2, in the event the soil shear wave velocity, v 8 , is not known, site class shall be determined from standard penetration resistance, N, or from soil undrained shear strength, s,,, calculated in accordance with Section 1613.5.5, for the top 100 feet of subsurface soils. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 5 Wells Fargo Bank 3490 Youngfield Street Wheal Ridge, Colorado Based on the soil conditions encountered in the test holes drilled on the site, our review of applicable geologic maps, as well as our experience in the project vicinity, GROUND estimates that a Seismic Site Class D according to the 2006/2009 IBC classification {Table 1613.5.2} could be anticipated for seismic foundation design based on extrapolation of our test hole data to depth. (Shear wave velocity or standard penetration testing to 100+ feet was not performed.) In the event the Client desires to potentially utilize Site Class C for design, according to the 200612009 IBC, a testing to depths of at least 100 feet should be performed. In the absence of additional subsurface testing, GROUND recommends that a Site Class D be utilized for design. GEOTECHNICAL CONSIDERATIONS FOR DESIGN The shallow site soils are generally suitable to support the proposed structure on a shallow foundations consisting of spread footings and construct it with a slab -on -grade floor system. To use these recommendations, Wells Fargo Corporate properties Group must accept the risk of post - construction foundation movement associated with shallow foundation systems placed on the on -site soils. If the recommendations in this report are implemented effectively, GROUND estimates likely post - construction movements to be approximately 1 inch with similar differential movements over spans of about 40 feet. Estimates of "maximum possible" post- construction movements necessarily will be greater, although significantly less likely to be realized in our opinion. At the time of our exploration, the site contained an existing structure. The structure did not appear to contain a below grade level. Areas of filled ground experience larger settlements than areas where structures, exterior flatwork, pavements, etc. are placed directly on existing soils. Greater differential movements are more likely where a structure straddles both native and fill soils. Therefore, GROUND recommends creating a fill section of uniform thickness beneath the proposed building footprint. The fill section should extend to a depth at least equal to the depth of the deepest existing foundation element. FOUNDATIONS SYSTEMS The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. The precautions and recommendations provided below Job No. 10 -3010 GROUND Engineering Consultants, Inc.. Page 6 Wells Fargo Bank 3440 Youngffeld Street Wheat Ridge, Colorado will not prevent movement of the footings if the underlying materials are wetted or subjected to alternate wetting and drying cycles. However, the recommended measures will tend to make the movement more uniform, and reduce resultant damage if such movement occurs. _ 1) Footings should bear on a uniform section of properly compacted fill soils. The base of the fill section should be at or below the bearing elevation of the deepest foundation elements of the existing building, and not less than 3 feet. This depth is in addition to the platform to receive fill. The fill section should underlie the entire building footprint and extend laterally at full depth at least 3 feet beyond the building perimeter. Recommendations for placement and compaction of fill soils are provided in the Project Earthwork section of this report. The contractor should take care while making foundation excavations not to j� compromise the bearing or lateral support for pavements, utility lines or other nearby improvements. At each building, the contractor should take care to construct a fill section beneath the building of uniform depth and composition to reduce post - construction building, slab and flatwork movements. A differential fill beneath the building will tend to increase differential settlements. The contractor should provide survey date of the excavations beneath the building verifying that the remedial excavations were advanced to at least the recommended depths and lateral extents. 2) Footings bearing on properly compacted fill may be designed for an allowable soil bearing pressure (Q) of 2,500 psf under drained conditions. This value may be increased by 1/3 for transient loads such as wind or seismic loading. Based on these recommended allowable bearing pressures, we anticipate post- construction settlements from direct compression of the foundation soils on the Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 7 __ Wells Fargo Bank 3490 Younglield Street Wheal Ridge, Colorado order of 1 inch. For other bearing pressures, the estimated compression of the foundation soils can be obtained from Figure 4. The allowable bearing pressure provided above is based on the assumption of well - drained conditions. If foundation materials become wet, the effective bearing capacity could be reduced and the potential for heave or settlement will be increased. 3) Footing excavation bottoms may expose loose, organic or otherwise deleterious materials, including debris. Firm materials may be disturbed by the excavation process. All such unsuitable materials should be excavated and replaced with properly compacted fill 4) In order to reduce differential settlements between footings or along continuous footings, footing loads should be as uniform as possible. Differentially loaded footings will settle differentially. Similarly, differential fill thicknesses beneath footings will result in increased differential settlements. 5) Spread footings should have a minimum footing lateral dimension of 16 or more inches for linear strip footings and a minimum lateral dimension of 24 or more inches for isolated pad footings. Actual footing dimensions, however, should be determined by the structural engineer, based on the design loads. 6) Footings should be provided with adequate soil cover above their bearing elevation for frost protection. Footings should be placed at a bearing elevation 3 or more feet below the lowest adjacent exterior finish grades. In heated interior areas, footings should bear at least 1.5 feet below the lowest adjacent finished grade. 7) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. 8) The lateral resistance of spread footings will be developed as sliding resistance of the footing bottoms on the foundation materials. Sliding friction at the bottom of footings may be taken as 0.35 times the vertical dead load. Job No. 10.3010 GROUND Engineering Consultants, Inc... Page 0. Wells Fargo Bank 3490 Youngrield Street Wheat Ridge, Colorado 1 9} Compacted fill placed against the sides of the footings should be compacted in accordance with the recommendations in the Project Earthwork section of this report. 10) Care should be taken when excavating the foundation to avoid disturbing the supporting materials. Hand excavation or careful backhoe soil removal may be required in excavating the last few inches. 11) Foundation soils may be disturbed or deform excessively under the wheel loads of heavy construction vehicles as the excavations approach footing levels. Construction equipment should be as light as possible to limit development of this condition. The use of track - mounted vehicles is recommended since they exert lower contact pressures. The movement of vehicles over proposed foundation areas should be restricted. 12) All footing areas should be compacted with a vibratory plate compactor prior to placement of concrete. A geotechnical engineer should be retained to observe and test the footing bearing areas prior to placement of reinforcing steel or concrete. FLOOR SYSTEMS The following measures are recommended to reduce damage, which may result from movement of the slab subgrade material. 1) Floor slabs should bear on a fill section as described in the Foundation System section of this report. 2) An allowable vertical soil modulus (Ky) of 45 pci may be used for design of the concrete slab -on -grade floor if it bears on properly prepared subgrade. 3) If the surface in which the floor slab will be cast exposes loose, soft, or otherwise unsuitable materials should be excavated and replaced with properly compacted fill, placed in accordance with the recommendations in the Project Earthwork section of this report. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 9 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado 4) Floor slabs should be separated from all bearing walls and columns with slip joints, which allow unrestrained vertical movement. Joints should be observed periodically, particularly during the first several years after construction. Slab movement can cause previously free - slipping joints to bind. Measures should be taken to assure that slab isolation is maintained in order to reduce the likelihood of damage to walls and other interior improvements. 5) Interior partitions resting on floor slabs should be provided with slip joints so that if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards and doorframes. A slip joint, which will allow at least 1 1(2 inches of vertical movement, is recommended. if slip joints are placed at the tops of walls, in the event that the floor slabs move, it is likely that the wall will show signs of distress, especially where the floors meet the exterior wall. 6) Concrete slabs -on -grade should be placed on properly prepared subgrade. They should also be constructed and cured according to applicable standards and be provided with properly designed and constructed control joints. The design and construction of such joints should account for cracking as a result of shrinkage, tension, and loading; curling; as well as proposed slab use. Joint layout based on the slab design may require more frequent, additional, or deeper joints, and should also be based on the ultimate use and configuration of the slabs. Areas where slabs consist of interior corners or curves (at column biockouts or around corners) or where slabs have high length to width ratios, high degree of slopes, thickness transitions, high traffic loads, or other unique features should be carefully considered. The improper placement or construction of control joints will increase the potential for slab cracking. ACI, AASHTO, and other industry groups provide many guidelines for proper design and construction of concrete slabs on grade and the associated jointing. 7) Floor slabs should be adequately reinforced. Recommendations based on structural considerations for slab thickness, jointing, and steel reinforcement in floor slabs should be developed by the structural engineer. Job No. 103010 GROUND Englneering Consultants, Inc. Page 10 Wells Fargo Bank 3490 Youngileld street Wheat Ridge, Colorado 8) All plumbing lines should be carefully tested before operation. Where plumbing lines enter through the floor, a positive bond break should be provided. Flexible connections allowing 1 1/2 or more inches of vertical movement should be provided for slab - bearing mechanical equipment. 9) Moisture can be introduced into a slab subgrade during construction and additional moisture will be released from the slab concrete as it cures. GROUND recommends placement of a properly compacted layer of free - draining gravel, 4 or more inches in thickness, beneath the slabs. This layer will help distribute floor slab loadings, ease construction, reduce capillary moisture rise and aid in drainage. The free - draining gravel should contain less than 5 percent material passing the No. 200 Sieve, more than 50 percent retained on the No. 4 Sieve, and a maximum particle size of 2 inches. The capillary break and the drainage space provided by the gravel layer also may reduce the potential for excessive water vapor fluxes from the slab after construction as mix water is released from the concrete. 10) Vapor barrier beneath a building floor slab can be beneficial with regard to reducing exterior moisture moving into the building, but can retard downward drainage of construction moisture. Uneven moisture release can result in slab curling. Elevated vapor fluxes can be detrimental to the adhesion and performance of many floor coverings and may exceed various flooring manufacturers' usage criteria. Therefore, in light of the several, potentially conflicting effects of the use of vapor- barriers, the owner and the architect and /or flooring contractor should weigh the performance of the slab and appropriate flooring products in light of the intended building use, etc., during the floor system design process and the selection of flooring materials. Use of a plastic vapor - barrier membrane may be appropriate for some buildings and not for others. 11) GROUND recommends that the Client /Project Team review the American Concrete Institute's (ACI) Sections 301/3021360 for additional guidance and recommendations regarding slab on grade design and construction. Job No. 103010 GROUND Engineering Consultants, Inc. Page 11 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado Slab movements are directly related to the increases in moisture contents to the underlying soils after construction is completed. The precautions and recommendations itemized above will not prevent the movement of floor slabs if the underlying materials are subjected to excessive moisture. However, these steps will reduce the damage if such movement occurs. LATERAL EARTH PRESSURES We understand that present plans may not specifically call for below -grade levels in the buildings. Such levels or partial levels, as well as site retaining walls, may be added at a later date. Therefore, for preliminary design purposes where on -site materials are used as baokfili, we suggest that walls that can be expected to undergo only a limited amount of deflection, i.e., an "at- rest" condition, be designed to resist lateral earth pressures computed taking an equivalent fluid unit weight of 66 pcf to be characteristic of the on- site materials used as backfill. For preliminary design of cantilevered structures designed to deflect sufficiently to mobilize the full, active earth pressure condition, an equivalent fluid unit weight of 45 pcf may be taken as characteristic of the on -site materials. Unit dry weights and moisture contents for site earth materials are provided in Table 1. The 'at rest' and 'active' loads recommended above are for well - drained conditions with a horizontal upper backfill surface. The additional loading of an upward sloping backfill, hydrostatic loads if sufficient drainage is not provided, as well as loads from traffic, stockpiled materials, etc., should be included in retaining wall design. To resist lateral loads, preliminary design may be based on sliding friction at the bottom of footings calculated as 0.35 times the vertical dead load. An allowable passive soil pressure of 346 psf per foot of embedment may be taken as characteristic of the site soils, to a maximum of 3,460 psf. A geotechnical engineer should be retained to provide recommendations for design and construction of walls if they are added to the project. Additional subsurface exploration may be necessary along wall alignments, etc., to develop geotechnical design parameters: Job No. 10-3010 GROUND Engineering Consultants, Inc. Page 12 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado WATER - SOLUBLE SULFATE=S The concentrations of water - soluble sulfates measured in a selected sample obtained from the test holes was 0.02 percent by weight. (See Table 2.) Such concentration of water - soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. Degrees of attack are based on the scale of 'negligible,' 'moderate,' 'severe' and 'very severe' as described in the "Design and Control of Concrete Mixtures," published by the Portland Cement Association. Based on these data GROUND, makes no recommendation for use of a special, sulfate - resistant cement in project concrete. SOIL CORROSIVITY The degree of risk for corrosion of metals in soils commonly is considered to be in two categories: corrosion in undisturbed soils and corrosion in disturbed soils. The potential for corrosion in undisturbed soil is generally low, regardless of soil types and conditions, because it is limited by the amount of oxygen that is available to create an electrolytic cell. In disturbed soils, the potential for corrosion typically is higher, but is strongly affected by soil conditions for a variety of reasons but primarily soil chemistry. A corrosivity analysis was performed to provide a general assessment of the potential for corrosion of ferrous metals installed in contact with earth materials at the site, based on the conditions existing at the time of GROUND's evaluation. Soil chemistry and physical property data including pH, oxidation - reduction (redox) potential, sulfides, and moisture content were obtained. Test results are summarized on Table 2. Soil Resistivity In order to assess the "worst case" for mitigation planning, samples of materials retrieved from the test holes were tested for resistivity in the laboratory, after being saturated with water, rather than in the field. Resistivity also varies inversely with temperature. Therefore, the laboratory measurements were made at a controlled temperature. Electrical resistivity measurement indicated a value of approximately 6,900 ohm - centimeters in a sample of soil Job No. 10-3010 GROUND Engineering Consultants, Inc. Page 113 Wells Fargo Bank 3430 Youngfield Street Wheat Ridge, Colorado pH Where pH is less than 4.0, soil serves as an electrolyte; the pH range of about 6.5 to 7.5 indicates soil conditions that are optimum for sulfate reduction. In the pH range above 8.5, soils are generally high in dissolved salts, yielding a low soil resistivity Testing indicated a pH value of approximately 7.7. Reduction - Oxidation testing indicated a negative potential: -39 millivolts. Such low potentials typically create a more corrosive environment. Sulfide Reactivity testing indicated a trace result in the shallow soils. The presence of sulfides in site soils also suggests a more corrosive environment. The American Water Works Association (AWWA) has developed a point system scale used to predict corrosivity. The scale is intended for protection of ductile iron pipe but is valuable for project steel selection. When the scale equals 10 points or higher, protective measures for ductile iron pipe are recommended. The AWWA scale is presented below. The soil characteristics refer to the conditions at and above pipe installation depth. Table A.1 Soil -test Evaluation 3 2.3 American Water Works Association ANS11AW WA C105/A21.5.05 Standard (_) Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 14 Soil Characteristic / Value Points Resistivity <1,500 ohm-cm .............................................................. ............................... 10 1,500 to 1,800 ohm -cm ................................................. ............................... 8 1,800 to 2.100 ohm -cm .................................................. ............................... 5 2,100 to 2,500 ohm -cm ................................................... ............................... 2 2,500 to 3,000 ohm -cm ................................................... ............................... 1 >3,000 ohm -cm .................................................... ............................... 0 pH 0 to 2.0 ............................................................................. ............................... 5 2 .0 to 4.0 .......................................................................... ...........I................... 3 4 .0 to 6.5 .......................................................................... ............................... 0 6 .5 to 7.5 . .... ....................... ................................................................... :......... 0 " 7.5 to 8.5 .......................................................................... ............................... 0 >8.5 ........................................................................... ............................... 3 Redox Potential < 0 (negative values) ........................................................ ............................... 5 0 to +50 mv ..................................................................... ............................... 4 +50 to +100 mV ................................................................ ............................... 3% > +100 mv ................................................................ ............................... 0 2.3 American Water Works Association ANS11AW WA C105/A21.5.05 Standard (_) Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 14 Wells Fargo Bank 3490 Youngfietd Street Wheat Ridge, Colorado Sulfide Content Positive .................... Trace................................................................................. ............................... 2 Negative............................................................................ ............................... 0 Moisture Poor drainage, continuously wet ....................................... ............................... 2 Fair drainage, generally moist ........................................ ............................... 1 Good drainage, generally dry ......................................... ............................... 0 • If sulfides are present and low or negative redox - potential results (< 50 mV) are obtained, add three points for this range. "The redox potential of a soil is significant, because the most common sulfate- reducing bacteria can live only in anaerobic conditions. A negative redox potential definitely indicated the anaerobic conditions in which sulfate reducers thrive. A positive sulfide reaction reveals a potential problem caused by sulfate - reducing bacteria." Anaerobic conditions are regarded as potentially corrosive. We anticipate that drainage at the site after construction will be good. Nevertheless, based on the values obtained for the soil parameters, the overburden soils /bedrock appear(s) to comprise a moderately corrosive environment for metals. Corrosive conditions can be addressed by use of materials not vulnerable to corrosion, heavier gauge materials (increased pipe wall /metal thickness) with longer design lives, polyethylene encasement, or cathodic protection systems. If additional information or recommendations are needed regarding soil corrosivity, GROUND recommends contacting the American Water Works Association or a Corrosion Engineer. It should be noted, however, that changes to the site conditions during construction, such as the import of other soils, or the intended or unintended introduction of off -site water, may alter corrosion potentials significantly. PROJECT EARTHWORK As stated before, because the area already has been graded, we anticipate only limited cuts and fills, likely on the order of 2 feet or less, to construct the proposed building pad. Deeper excavations and backfills will be needed, however, to accomplish remedial earthwork, to install underground utilities and to excavate and replace relict foundations, debris, etc., where encountered. Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 15 Wells Fargo Bank 3490 Youngfleld Street Wheal Ridge, Colorado General Considerations Site grading should be planned carefully to provide positive surface drainage away from the buildings, and for all pavements, utility alignments, and flatwork. Surface diversion features should be provided around paved areas to prevent adjacent surface runoff from flowing across the paved surfaces. Site grading should be performed as early as possible in the construction sequence to allow settlement of fills and surcharged ground to be realized to the greatest extent prior to building construction. Prior to earthwork construction, existing structures, vegetation and other deleterious materials should be removed and disposed of off -site. Relic underground utilities should be abandoned in accordance with applicable regulations, removed as necessary, and capped at the margins of the property. Areas of previously placed fill soils are present across the site. These fills should be tested, and as necessary, excavated and replaced with properly moisture - conditioned and compacted fill. Use of On -Site Materials as Fill Site soils, including both native and existing fill materials, free of trash, organic materials, construction debris, large cobbles and other deleterious materials are suitable, in general, for placement as fill. Inert construction debris (e.g., concrete, brick, clay pipe) less than 6 inches in maximum dimension may be included in project fills if approved by a geotechnical engineer. Cobbles, rock fragments and pieces of inert construction debris larger than 6 inches in maximum dimension will require special handling and /or placement to be incorporated into project fills. In general, such materials should be placed as deeply as possible in the proposed fills. A geotechnical engineer should be consulted regarding appropriate recommendations for usage of such materials on a case -by -case basis when such materials have been identified during earthworks. Standard recommendations that likely will be generally applicable can be found in Section 203 of the 2005 CDOT Standard Specifications for Road and Bridge Construction. Imported Fill Materials If it is necessary to import material to the site as fill, the imported soils should be free of debris, boulders, cobbles or rock fragments coarser than 6 inches in maximum dimension, shale, claystone, organic material, and other Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page t0 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado deleterious materials. Imported material should have less than 50 percent passing the No. 200 Sieve and should have a plasticity index of less than 15. Representative samples of all materials proposed for import should be tested and approved by the Geotechnical Engineer prior to transport to the site. Fill Platform Preparation Prior to filling, the top 8 to 12 inches of in -place materials on which fill soils will be placed should be scarified, moisture conditioned and properly compacted in accordance with the recommendations below to provide a uniform base for fill placement. If surfaces to receive fill expose loose, wet, soft or otherwise deleterious material, additional material should be excavated, or other measures taken, to establish a firm platform for filling. The surfaces to receive fill must be effectively stable prior to placement of fill. If surfaces to receive fill expose loose, wet, soft or otherwise deleterious material, additional material should be excavated, or other measures taken, to establish a firm ,.� platform for filling. The surfaces to receive fill must be effectively stable prior to i placement of fill. Fill Placement Fill materials should be thoroughly mixed to achieve a uniform moisture content, placed in uniform lifts not exceeding 8 inches in loose thickness, and compacted. Soils that classify as GP, GW, GM, GC, SP, SW, SM, or SC in accordance with the USCS classification system (granular materials) should be compacted to 95 or more percent of the maximum modified Proctor dry density at moisture contents within 2 percent of optimum moisture content as determined by ASTM D1557, the "modified Proctor." Soils that classify as ML, MH, CL or CH should be compacted to 100 or more percent of the maximum standard Proctor density at moisture contents from 1 percent below to 3 percent above the optimum moisture content as determined by ASTM D698, the "standard Proctor." No fill materials should be placed, worked, rolled while they are frozen, thawing, or during poor /inclement weather conditions. Where soils supporting foundations or on which foundation will be placed are exposed to freezing temperatures or repeated freeze Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 17 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado — thaw cycling during construction — commonly due to water ponding in foundation excavations — bearing capacity typically is reduced and /or settlements increased due to the loss of density in the supporting soils. After periods of freezing conditions, the contractor should re -work areas affected by the formation of ice to re- establish adequate bearing support. Care should be taken with regard to achieving and maintaining proper moisture contents during placement and compaction. We anticipate that some on -site soils may exhibit significant pumping, rutting, and deflection at moisture contents near optimum and above. In addition to locally plastic soils, some excavated soils will classify as non - plastic to slightly plastic silts. In our experience, achieving and maintaining compaction in such soils can be very difficult, particularly if water contents are not monitored closely. The contractor should be prepared to handle soils of this type, including the use of chemical stabilization, if necessary. Compaction areas should be kept separate, and no lift should be covered by another until relative compaction and moisture content within the recommended ranges are obtained. Use of Squeegee Relatively uniformly graded fine gravel or coarse sand, i.e., "squeegee," or similar materials commonly are proposed for backfilling foundation excavations, portions of utility trenches and other areas where employing compaction equipment is difficult. In general, GROUND does not recommend this procedure for the following reasons: Although commonly considered "self compacting," uniformly graded granular materials require densification after placement, typically by vibration. The equipment to densifythese materials is not available on many job-sites. Even when properly densified, uniformly graded granular materials are permeable and allow water to reach and collect in the lower portions of the excavations backfilled with those materials. This leads to wetting of the underlying soils and resultant potential loss of bearing support as well as increased local heave or settlement. Job No. 103010 GROUND Engineering Consultants, Inc. Page 18. Wells Fargo Bank 3490 Youngfletd Street Wheat Ridge, Colorado GROUND recommends that wherever possible, excavations be backfilled with approved, on -site soils placed as properly compacted fill. Where this is not feasible, use of "Controlled Low Strength Material" (CLSM), i.e., a lean, sand- cement slurry ( "flowable fill ") or a similar material for backfilling should be considered. Where "squeegee" or similar materials are proposed for use by the contractor, the design team should be notified by means of a Request for Information (RFi), so that the proposed use can be considered on a case -by -case basis. Settlements Settlements will occur in filled ground, typically on the order of 1 to 2 percent of the fill depth. For a 3 -foot fill, this corresponds to settlement of approximately 1/2 inch, without imposition of foundation loads. If fill placement is performed properly and is tightly controlled, in GROUND's experience the majority of that settlement will take place during earthwork construction. The remaining potential settlements likely will take several months or longer, to be realized. Areas where fills may occur include, although may not be limited to areas where the existing structure is to be removed. Structures, exterior flatwork, pavement, etc. placed on both native soils and fill will experience differential settlements. Cut and Filled Slopes Permanent site slopes supported by on -site soils up to 5 feet in height may be constructed no steeper than 3:1 (horizontal : vertical). Minor raveling or surficial sloughing should be anticipated on slopes cut at this angle until vegetation is well re- established. Surface drainage should be designed to direct water away from slope faces. EXCAVATION CONSIDERATIONS Test holes for subsurface exploration were advanced to the depths indicated on the test hole logs by means of truck - mounted, flight auger equipment. We anticipate no unusual excavation difficulties, in general, for the proposed construction in these materials at shallow to moderate depths with conventional, heavy -duty excavating equipment in good working condition. Project excavations may will relic foundations or debris. If the nature and distribution of such materials are of interest to a contractor, we recommend that the contractor investigate the site using test pits or similar means. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 19 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado Cobbles and boulders may be encountered in the alluvial deposits in the project setting, with resultant additional equipment wear, etc. The contractor should anticipate such material and be prepared to excavate, handle, and process such coarse materials. Groundwater was not encountered at shallow depths below existing grades during the subsurface exploration. Therefore, groundwater is not anticipated to be a significant factor for shallow earthworks during construction of this project, although elevated moisture contents in the soils in the lower portions of project excavations should be anticipated by the Contractor. Dewatering may be needed in some utility and similar excavations. If seepage or groundwater is encountered in shallow project excavations, the Geotechnical Engineer should evaluate the conditions and provided additional recommendations, as appropriate. We recommend that temporary, un- shored excavation slopes up to 10 feet in height be cut no steeper than 1'/z:1 (horizontal : vertical) in the on -site soils in the absence of seepage. Local conditions encountered during construction, such as loose sand, or soft, wet materials, will require flatter slopes. Stockpiling of materials should not be permitted closer to the tops of temporary slopes than 5 feet or a distance equal to the depth of the excavation, which ever is greater. Should site constraints or other factors prohibit the use of the recommended slope angles, then temporary shoring should be used. A qualified engineer should design actual shoring system(s) for the contractor. Good surface drainage should be provided around temporary excavation slopes to direct surface runoff away from the slope faces. A properly designed drainage Swale should be provided at the, top of the excavations. In no case should water be allowed to pond at the site. Slopes should also be protected against erosion. Erosion along the slopes will result in sloughing and could lead to a slope failure. Excavations in which personnel will be working must comply with all OSHA Standards and Regulations. The Contractor's "responsible person" should evaluate the soil exposed in the excavations as part of the Contractor's safety procedures. GROUND has provided the information above solely as a service to the Client and is not assuming responsibility for construction site safety or the Contractor's activities. Job No. 10-3010 GROUND Engineering Consultants, Inc. Page 20 Walls Fargo Bank 349D Youngfield Street Wheat Ridge, Colorado i 1 y' UTILITY INSTALLATION Recommendations regarding excavation of utility lateral trenches are provided in the Project Earthwork section of this report. Pipe Bedding Pipe bedding materials, placement and compaction should meet the specifications of the pipe manufacturer and applicable municipal standards. The contractor should not anticipate that significant volumes of suitable materials will be available on -site where relatively free - draining bedding materials are called for. Imported materials proposed for use as pipe bedding should be tested and approved by a geotechnical Engineer prior to transport to the site. Bedding should be brought up uniformly on both sides of the pipe to reduce differential loadings. Migration of Fines We assume that surface drainage will direct water away from trench alignments to the extent possible. Nevertheless, GROUND recommends that non -woven filter fabric (e.g., Mirafi 140N, or the equivalent) should be placed around the granular bedding materials to reduce migration of fines into the bedding which can result in severe, local settlements. Where this protection is not provided, severe settlements can result as 'much as several months or years after construction is completed, even where backfill soils have be compacted properly. Trench Backfitftng On -site soils excavated from trenches will be suitable, in general, for use as trench backfill. Backfill soils should be free of vegetation, trash and other deleterious materials. Cobbles and fragments of rock and inert construction debris coarser than 6 inches in maximum dimension should not be incorporated into trench backfills. Trench backfill materials above the pipe bedding zone where CLSM is not used (See below.) should be conditioned to a uniform moisture content, placed in uniform lifts not exceeding 8 inches in loose thickness, and properly compacted. Recommendations for backfill placement and compaction are provided in the Project Earthwork section of this report. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 21 Wells Fargo Bank 3490 Youngfleld Street Wheat Ridge, Colorado Trench Settlements Some settlement of trench backfill materials should be anticipated, even where materials are placed and compacted correctly. As with other fills, total settlements of 1 to 2 percent of the fill thickness likely will be realized. Post - construction settlements along 30 -foot deep trenches backfilled with the shallow site soils on the order of 1 inch should be anticipated. To reduce these settlements, the contractor should take adequate measures to achieve adequate compaction in the utility trench backfills, particularly in the lower portions of the excavations and around manholes, valve risers and other vertical pipeline elements where greater settlements commonly are observed. However, the need to compact to the lowest portion of the backfill must be balanced against the need to protect the pipe from damage during backfilling. Some thickness of backfill may need to be placed at compaction levels lower than recommended in this report to avoid damaging the pipe. Likewise, construction conditions may preclude density testing at specified frequencies in the lower portions of a trench. Such backfilling methods will lead to increased surface settlements. Because of these limitations, we recommend the use of "controlled low strength material" (CLSM), i.e., a lean, sand - cement slurry, °flowable fill," or similar material in lieu of compacted soil backfill for areas with low tolerances for surface settlements. Placement of CLSM in the lower portion of the trench and around risers, etc., likely will yield a superior backfill and provide protection for the pipe, although at an increased cost. Other means, e.g., use of smaller compaction equipment, also may be effective for achieving adequate compaction in these areas. Other Considerations Granular pipe bedding materials can function as efficient conduits for re- distribution of water in the subsurface. Therefore, GROUND recommends that clay or concrete 'cut -offs be installed in the utility lateral trenches between the building and the utility mains to interrupt the bedding and slow the rates of water movement through the bedding sections toward the building, pavements and other structures where excessive wetting of the underlying soils will be damaging. These measures also will reduce the risk of loss of fine - grained backfill soils into the bedding material with resultant surface settlements. Job No. 10.3010 GROUND Engineering Consultants, Inc. ?age 22 Wells Fargo Bank 3490 Youngfleld Street Wheat Ridge, Colorado SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the facility has been completed. If the drainage measures below are not implemented and maintained effectively, the movement estimates provided in this report could be exceeded. 1) Wetting or drying of the foundation excavations and under -slab area should be avoided during and after construction, as well as throughout the use of the facilities. Permitting increases /variations in moisture to the supporting soils may result in a decrease in bearing capacity and increase in settlement, heave, and/or differential movement. 2) Positive surface drainage measures should be provided and maintained to reduce water infiltration into foundation soils. The ground surface surrounding the exterior of the buildings should be sloped to drain away from the foundations in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in landscaped areas and 3 inches in the first 10 feet in areas where hardscaping covers the ground adjacent to the addition (It may be necessary to incorporate ramps or other measures into project design to implement this recommendation while complying with access requirements). In no case should water be allowed to pond near or adjacent to foundation elements. Ponding may lead to increased infiltration and post - construction building movements. 3) Measures also should be included in project design to drain sidewalks, other hardscaping and utility trench alignments effectively. These improvements likely will be affected adversely by moisture- volume changes in the underlying soils or flow of Infiltrating water. Routine maintenance of site drainage should be undertaken throughout the design life of the project. 4) In GROUND's experience, it is common during construction that in areas of partially completed paving or hardscaping, bare soil behind curbs and gutters, and utility trenches, water is allowed to pond after rain or snow -melt events. Wetting of the subgrade can result in loss of subgrade support and increased settlements or heave. By the time final grading has been completed, significant volumes of water can already have entered the subgrade, leading to subsequent Job No. 10 -3010 GROUND Engineering Consultants, Inc, Page 23 Wells Fargo Bank 3490 YoungnsidStreet Wheat Ridge, Colorado distress and failures. The Contractor should maintain effective site drainage throughout construction so that water is directed into appropriate drainage structures. 6) The ground surface near foundation elements should be able to convey water away readily. Ground coverings that direct water downward rather than away from the addition should not be used to cover the ground surface near the foundations or other improvements sensitive to post - construction soil movements. Cobbles or other materials that tend to act as baffles and restrict surface flow should not be used. Correspondingly, near other project improvements such as hardscaping, where the ground surface does not convey water away readily additional post - construction movements and distress should be anticipated. 6) Roof downspouts and drains should discharge well beyond the perimeters of the structure foundations, or be provided with positive conveyance off -site for collected waters. 7) Landscaping which requires watering should ideally be located 10 or more feet from the building perimeter. Irrigation sprinkler heads should be deployed so that applied water is not introduced into foundation soils. Landscape irrigation should be limited to the minimum quantities necessary to sustain healthy plant growth. Use of drip irrigation systems can be beneficial for reducing over -spray beyond planters. Drip irrigation also can be beneficial for reducing the amounts of water introduced to building foundation soils, but only if the total volumes of applied water are controlled with regard to limiting that introduction. Controlling rates of moisture increase beneath the foundations and floors should take higher priority than minimizing landscape plant losses. Where plantings are desired within 10 feet of the building, GROUND recommends that the plants be placed in water -tight planters, constructed either in- ground or above - grade, to reduce moisture infiltration in the surrounding Jab No. 10 -3010 GROUND Engineering Consultants, Inc. Page 24 r � n Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado subgrade soils. Planters should be provided with positive conveyance well away from the foundation soils or off -site for collected waters. 8) We do not recommend the use of plastic membranes to cover the ground surface near the building without careful consideration of other components of project drainage. Plastic membranes can be beneficial to directing surface waters away from the building and toward drainage structures. However, they effectively preclude evaporation or transpiration of shallow soil moisture. Therefore, soil moisture tends to increase beneath a continuous membrane. Where plastic membranes are used, additional shallow, subsurface drains should be installed. Perforated "weed barrier" membranes, which allow ready evaporation from the underlying soils may be used. SUBSURFACE MOISTURE INFILTRATION AND DRAINAGE Installation of an underdrain system is common practice for projects of this type. All below -grade levels, partially below -grade levels, crawl spaces, or other below -grade void spaces should be provided with an underdrain system. If properly constructed, backfilled, and maintained, an effective underdrain system can collect free water that may otherwise infiltrate foundation /subgrade soils. Underdrains will not collect water infiltrating under unsaturated (vadose) conditions, or moving via capillarity. Furthermore, an underdrain not properly functioning can allow more moisture to infiltrate the foundation /subgrade soils and induce volume change of the soils, which may result in distress. Wetting or drying of the foundation excavations and underslab areas should be avoided during and after construction as well as throughout the life of the facility. Permitting increases /variations in moisture to the supporting soils may result in a decrease in bearing capacity and an increase in settlement, heave, and /or differential movement. Various elements of the project design, as well as site conditions before and after construction impact the need for incorporating an underdrain system into the project design. Design information regarding landscaping, flatwork, slopes, etc., was not available at the time this report was prepared, so it is therefore difficult to evaluate the need for an underdrain system. Upon request, our office is available to help evaluate the incorporation of an underdrain system or systems. Job No. 103010 GROUND Englneering Consultants, Inc. Page 26 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado tlnderdrain systems typically consist of rigid, perforated PVC drain pipe at least 4 inches in diameter, free - draining gravel, and filter fabric constructed at a minimum slope of f percent. A geotechnical engineer should be retained to provide specific details and recommendations. PAVEMENT SECTIONS A pavement section is a layered system designed to distribute concentrated traffic loads to the subgrade. Performance of the pavement structure is directly related to the physical properties of the subgrade soils and traffic loadings. Standard practice in pavement design describes the recommended flexible pavement section as a "20- year" design pavement: however, most flexible pavements will not remain in satisfactory condition without routine maintenance and rehabilitation procedures performed throughout the life of the pavement. Pavement designs for the private pavements were developed in general accordance with the design guidelines and procedures of the American Association of State Highway and Transportation Officials ( AASHTO). The recommendations provided below are for private paved surfaces, such as parking lots and driveways. Providing pavement section recommendations for public improvements is beyond our scope of services. These services can be provided under a separate scope of work upon request. Subgrade Materials Based on the results of our field exploration and laboratory testing, the potential pavement subgrade materials classify as A -2 -4 to A -6 soils in accordance with the with the AASHTO classification system, with Group Index values ranging from 0 to 4. Resilient Modulus (MR) testing ( AASHTO T -307) was performed on a representative composite sample of the subgrade materials encountered at the site. A M of 3,887 psi, obtained at 2 percent above the optimum moisture content, was taken as characteristic of the subgrade soils. It is important to note that significant decreases in soil support as quantified by the resilient modulus have been observed as the moisture content increases above the optimum. Therefore, pavements that are not properly drained may experience a loss of the soil support and subsequent reduction in pavement life. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 26 Wells Fargo Bank 3490 Youngfleld Sireat Wheat Ridge, Colorado Anticipated Traffic Specific traffic loadings were not available at the time of this report preparation. Based on our experience with similar facilities, an equivalent 18 -kip daily load application (EDLA) value of 3 was assumed for the automobile only parking lot areas. The EDLA value of 3 was converted to an equivalent 18 -kip single axle load (ESAL) value of 21,900 for a 20 -year design life. In areas of driveways and general parking, an equivalent 18 -kip daily load application (EDLA) value of 10 was assumed. The EDLA value of 10 was converted to an equivalent 18 -kip single axle load (ESAL) value of 73,000 for a 20 -year design life. If design traffic loadings differ significantly from these assumed values, GROUND should be notified to re- evaluate the pavement recommendations below. Pavement Sections The soil resilient modulus and the assumed ESAL value were used to determine the required design structural number for the project pavements. The required structural number was then used to develop recommended pavement sections. Pavement sections were based on the DARWin 111 computer program that solves the 1993 AASHTO pavement section equations. A Reliability Level of 80 percent and a terminal serviceability of 2.0 were utilized for design of the pavement sections. A structural coefficient of 0.40 was used for hot bituminous asphalt and 0.12 was used for aggregate base course. The minimum pavement sections recommended by GROUND are tabulated below. Recommended Minimum Pavement Sections We recommend that primary truck routes serving the facility such as the trash collection and shipping / receiving areas as well as other pavement areas subjected to high turning stresses or heavy truck traffic be provided with rigid pavements consisting of 6.5 or more inches of Portland cement concrete. For enhanced performance, concrete sections should be underlain by ,6 inches of properly compacted aggregate base. Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 27 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado Asphalt pavement should consist of a bituminous plant mix composed of a mixture of aggregate and bituminous material. Asphalt mixture(s) should meet the requirements of a job -mix formula established by a "qualified" engineer as well as applicable design requirements of the governing municipality. Aggregate base course should meet the requirements of CDOT Class 6 aggregate course as presented in Subsection 703.03 of the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. The aggregate base course should be placed in uniform lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 95 percent of the maximum modified Proctor density at a moisture content within 2 percent of the optimum as defined by ASTM D1557 (AASHTO T -180). Concrete pavements should consist of a plant mix composed of a mixture of aggregate. Portland cement and appropriate admixtures meeting the requirements of a job -mix formula established by a "qualified" engineer as well as applicable design requirements of the governing municipality. Concrete should have a minimum modulus of rupture of third point loading of 650 psi. Normally, concrete with a 28 -day compressive strength of 4,500 psi should develop this modulus of rupture value. The concrete should be air - entrained with approximately 6 percent air and should have a minimum cement content of 6 sacks per cubic yard. Maximum allowable slump should be 4 inches. These concrete mix design criteria should be coordinated with other project requirements including the criteria for sulfate resistance presented in the Wafer - Soluble Sulfates section of this report. To reduce surficial spalling resulting from freeze -thaw cycling, we suggest that pavement concrete meet the requirements of CDOT Class P concrete. In addition, the use of de -icing salts on concrete pavements during the first winter after construction will increase the likelihood of the development of scaling. Placement of flatwork concrete during cold weather so that it is exposed to freeze -thaw cycling before it is fully cured also increases its vulnerability to scaling. Concrete placing during cold weather conditions should be blanketed or tented to allow full curing. Depending on the weather conditions, this may result in 3 to 4 weeks of curing, and possibly more. The concrete pavement should contain effective sawed or formed joints. In areas of repeated turning stresses we recommend that the concrete pavement joints be fully tied and doweled. We suggest that civil design consider joint layout in accordance with Job No. 10.3010 GROUND Engineering consultants, Inc. Page 28. 1 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado COOT'S M Standards. Standard plans for placement of ties and dowels, etc., (CDOT M Standards) for concrete pavements can be found at the CDOT website: http://wwvv.dot.state.co.us/DesignSupport Subgrade Preparation Shortly before placement of pavement, including aggregate base, the exposed subgrade soils should be excavated and /or scarified to a depth of at least 12 inches, mixed to achieve a uniform moisture content and then re- compacted in accordance with the recommendations provided in the Project Earthworks section of this report. Subgrade preparation should extend the full width of the pavement from back - of -curb to back -of -curb. Greater depths of moisture - density conditioning of the subgrade soils beyond the above minimum will improve pavement performance. The contractor should be prepared either to dry the subgrade materials or moisten them, as needed, prior to compaction. It may be difficult for the contractor to achieve and maintain compaction in some on -site soils encountered without careful control of water contents. Likewise, some site soils likely will "pump" or deflect during compaction if moisture levels are not carefully controlled. The contractor should be prepared to process and compact such soils to establish a stable platform for paving, including use of chemical stabilization, if necessary. Immediately prior to paving, the subgrade should be proof rolled with a heavily loaded, pneumatic tired vehicle. Areas that show excessive deflection during proof rolling should be excavated and replaced and /or stabilized. Areas allowed to pond prior to paving will require significant re- working prior to proof - rolling. Passing a proof roll is an additional requirement, beyond placement and compaction of the Subgrade soils in accordance with the recommendations in this report. Some soils that are compacted in accordance with the recommendations herein may not be stable under a proof roll, particularly at moisture contents in the upper portion of the acceptable range. Additional Recommendations The collection and diversion of surface drainage away from paved areas is extremely important to satisfactory performance of the pavements. The subsurface and surface drainage systems should be carefully designed to ensure removal of the water from paved areas and subgrade soils. Allowing surface waters to pond on pavements will cause premature pavement deterioration. Where topography, site constraints or other factors limit or preclude adequate surface drainage, pavements should be provided with edge drains to reduce loss of subgrade support. The long -term Job No. 10 -3010 GROUND Englneering Consultants, Inc. Page 29 Wells Fargo Bank 3490 Younglield Street Wheat Ridge, Colorado performance of the pavement also can be improved greatly by proper backfilling and compaction behind curbs, gutters, and sidewalks so that ponding is not permitted and water infiltration is reduced. Landscape irrigation in planters adjacent to pavements and in "island" planters within paved areas should be carefully controlled or differential heave and /or rutting of the nearby pavements will result. Drip irrigation systems are recommended for such planters to reduce over -spray and water infiltration beyond the planters. Enclosing the soil in the planters with plastic liners and providing them with positive drainage also will reduce differential moisture increases in the surrounding subgrade soils. 'Xeriscape'- type landscaping is beneficial in this regard. If this is not possible, we recommend edge drains where the profile /slopes are less than 1 percent. In our experience, infiltration from planters adjacent to pavements is a principal source of moisture increase beneath those pavements. This wetting of the subgrade soils from infiltrating irrigation commonly leads to loss of subgrade support for the pavement with resultant accelerating distress, loss of pavement life and increased maintenance costs. This is particularly the case in the later stages of project construction after landscaping has been emplaced but heave construction has not ended. Heavy vehicle traffic over wetted subgrade commonly results in rutting and pushing of flexible pavements, and cracking of rigid pavements. Where the subgrade soils are expansive, wetting also typically results in increased pavement heave. In relatively flat areas where design drainage gradients necessarily are small, subgrade settlement or heave can obstruct proper drainage and yield increased infiltration, exaggerated distress, etc. (These considerations apply to project fiatwork as well,) Also, GROUND's experience indicates that longitudinal cracking is common in asphalt- pavements generally parallel to the interface between the asphalt and concrete structures such as curbs, gutters or drain pans. Distress of this type is likely to occur even where the subgrade has been prepared properly and the asphalt has been compacted properly. As noted above, the standard care of practice in pavement design describes the recommended flexible pavement section as a "20- year" design pavement; however, most pavements will not remain in satisfactory condition without routine, preventive maintenance and rehabilitation procedures performed throughout the life of the Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 30 Wells Fargo Bank 3490 Youngfleld Street Wheat Ridge, Colorado pavement. Preventive pavement treatments are surface rehabilitation and operations applied to improve or extend the functional life of a pavement. These treatments preserve, rather than improve, the structural capacity of the pavement structure. In the event the existing pavement is not structurally sound, the preventive maintenance will have no long - lasting effect. Therefore, a routine maintenance program to seal cracks, repair distressed areas, and perform thin overlays throughout the life of the pavement is recommended. A crack sealing and fog seallchip seal program should be performed on the pavements every 3 to 4 years. After approximately 8 to 10 years, patching, additional crack sealing, and asphalt overlay may be required. Prior to future overlays, it is important that all transverse and longitudinal cracks be sealed with a flexible, rubberized crack sealant in order to reduce the potential for propagation of the crack through the overlay. Traffic volumes that exceed the values utilized by this report will likely necessitate the need of pavement maintenance practices on a schedule of shorter timeframe than that stated above. "The greatest benefit of preventive maintenance is achieved by placing the treatments on sound pavements that have little or no distress". The estimated traffic loadings do not include excess loading conditions imposed by heavy construction vehicles. Consequently, heavily loaded concrete, lumber, and building material trucks can have a detrimental effect on the pavement. GROUND recommends that an effective program of regular maintenance be developed and implemented to seal cracks, repair distressed areas, and perform thin overlays throughout the life of the pavements. EXTERIOR FLATWORK Proper design, drainage, construction and maintenance of the areas between individual buildings and hardscape areas are critical to the satisfactory performance of the project. Sidewalks, entranceway slabs and roofs, fountains, raised planters and other highly visible improvements commonly are installed within these zones, and distress in or near these improvements is common. Commonly, proper soil preparation in these areas receives little attention during overlot construction because they fall between the building and pavement areas, which typically are built with heavy equipment. Multiple sub - contractors, with light or hand equipment, Job No. 10.3010 GROUND Engineering Consultants, Inc. Page 31 Wells Fargo Bank 3490 Youngfleld Street Wheat Ridge, Colorado often perform subsequent landscaping and hardscape installation. This results in necessary over - excavation and soil processing and compaction not being performed. Consequently, subgrade soil conditions commonly deviate significantly from recommended ranges. Therefore. GROUND recommends that the contractor take particular care with regard to proper subgrade preparation in the immediate building exteriors. Similar to slab -on -grade floors, exterior flatwork and other hardscaping placed on the soils encountered on -site will experience post - construction movements if the supporting soils heave or settle. Both vertical and lateral soil movements can be anticipated as the soils experience volume change as the moisture content varies. Distress to rigid hardscaping likely will result and should be anticipated in project maintenance plans. The following measures will help to reduce damages to these improvements. 1) Ideally, subgrade soils beneath project sidewalks, paved entryways and patios, masonry planters and short, decorative walls, and other hardscaping should be placed on the same depth of properly moisture - density conditioned soil as slab- on- grade floors (3 feet). If this is not economically practical for this project, the owner should understand that additional risk, some of which may be significant, will be inherent in these areas. 2) Provided that the Owner understands the risks identified above, we believe that subgrade under exterior flatwork or other (non - building) site improvements could be re- worked to a reduced depth. If this approach is adopted, shortly before installation, the subgrade soils beneath project sidewalks, paved entryways and patios, masonry planters and short, decorative walls, and other hardscaping should be excavated and /or scarified to a depth of 12 or more inches. The excavated soil should be replaced with properly moisture - conditioned and compacted fill as outlined in the Project Earthwork section of this report. As indicated above, greater depths of moisture - density conditioning of the subgrade soils to depths greater than 12 inches will improve hardscape performance. 3) Prior to placement of flatwork, a proof roll should be performed to identify areas that exhibit instability and deflection. The soils in these areas should be removed and replaced with properly compacted fill or stabilized. Any deleterious soils in these areas should be removed and replaced with properly compacted Job No. 10 -3010 GROUND Engineering Consultants, Inc.. Page 32 Wells Fargo Bank 3490 Youngfield Street Wheat Ridge, Colorado fill. Passing a proof roll is an additional requirement to placing and compacting the subgrade fill soils within the recommended ranges of moisture content and relative compaction presented in the Project Earthwork section of this report. 4) The contractor should take care to achieve and maintain compaction behind curbs to reduce differential sidewalk settlements. 5) Flatwork should be provided with effective control joints. Increasing the frequency of joints may improve performance. Narrow flatwork such as sidewalks likely will require more closely spaced joints. ACI recommendations should be followed regarding construction and/or control joints. 6) Effective surface drainage of all flatwork and other hardscaping should be included in project design. Edge drains may be necessary where surface gradients direct water toward hardscaping. Proper drainage also should be maintained after completion of the project, and re- established as necessary. In no case should water be allowed to pond on or near any of the site improvements or a reduction in performance should be anticipated. 7) In no case should exterior flatwork extend to under any portion of the building where there is less than 2 inches of clearance between the flatwork and any element of the building. Exterior flatwork in contact with brick, rock facades, or any other element of the building can cause damage to the structure if the flatwork experiences movements. Frost and Ice Considerations Nearly all soils other than relatively coarse, clean, granular materials are susceptible to loss of density if allowed to become saturated and exposed to freezing temperatures and repeated freeze — thaw cycling. The formation of ice in the underlying soils can result in heaving of pavements, flatwork and other hardscaping ("ice jacking ") in sustained cold weather up to 2 inches or more. This heaving can develop relatively rapidly. Much of this movement typically is recovered when the soils thaw, but due to loss of soil density, some degree of displacement commonly will remain. This can result even where the subgrade soils were prepared properly. Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 33 Wells Fargo Bank 3490 Youngfiald Street Wheat Ridge, Colorado - Where hardscape movements are a design concern, e.g., at doorways, replacement of the subgrade soils with 3 or more feet of clean, coarse sand or gravel should be considered for supporting the element on foundations similar to the building and spanning over a void. Detailed recommendations in this regard can be provided upon request. It should be noted that where such open graded granular soils are placed, water can infiltrate and accumulate in the subsurface relatively easily, which can lead to increased settlement or heave from factors unrelated to ice formation. The relative risks from these soil conditions should be taken into consideration where ice jacking is a concern. GROUND will be available to discuss these concerns upon request. Where soils supporting foundations or on which foundation will be placed are exposed to these conditions during construction — commonly due to water ponding in foundation excavations — bearing capacity typically is reduced andlor settlements increased due to the loss of density in the supporting soils. After periods of freezing conditions, the Contractor should re -work areas affected by the formation of ice to re- establish adequate bearing support. The site soils include low plasticity silts as well as some clays and fine sands that due to their capillarity appear vulnerable to frost heave where an underlying source of water is present. Groundwater was encountered during our exploration, however, it was encountered at depths greater than the expected processing depths for subgrade soils. Therefore, if surface drainage is effective, the likelihood of movement of pavements, flatwork and other hardscaping is relatively low. However, if other source(s) of water develop and are not drained effectively, frost heave may develop. Concrete Scaling Climatic conditions in the project area including relatively low humidity, large temperature changes and repeated freeze — thaw cycles, make it likely that project sidewalks and other exterior concrete will experience surficial scaling or spailing. The likelihood of concrete scaling can be increased by poor workmanship during construction, such as 'over- finishing' the surfaces. In addition, the use of de -icing salts on exterior Concrete flatwork, particularly during the first winter after construction, will increase the likelihood of scaling. Even use of de -icing salts on nearby roadways, from where vehicle traffic can transfer them to newly placed concrete, can be sufficient to induce scaling. Typical quality control / quality assurance tests that are performed Job No. 10.3010 GROUND Engineering Consultants, Inc.. Page 34 Wells Fargo Bank 3490 Youngfleld Street Wheat Ridge, Colorado -' during construction for concrete strength, air content, etc., do not provide information with regard to the properties and conditions that give rise to scaling. We understand that some municipalities require removal and replacement of concrete that exhibits scaling, even if the material was within specification and placed correctly. The contractor should be aware of the local requirements and be prepared to take measures to reduce the potential for scaling and /or replace concrete that scales. In GROUND's experience the measures below can be beneficial for reducing the likelihood of concrete scaling. It must be understood, however, that because of the other factors involved, including weather conditions and workmanship, surface damage to concrete can develop, even where all of these measures were followed. The mix design criteria should be coordinated with other project requirements including the criteria for sulfate resistance presented in the Water - Soluble Sulfates section of this report. 1) Maintaining a maximum water /cement ratio of 0.45 by weight for exterior concrete mixes. 2) Include Type F fly ash in exterior concrete mixes as 20 percent of the cementitious material. 3) Specify a minimum, 28 -day, compressive strength of 4,500 psi for all exterior concrete. 4) Include 'fibermesh' in the concrete mix may be beneficial for reducing surficial scaling. 5) Cure the concrete effectively at uniform temperature and humidity. This commonly will require fogging, blanketing and /or tenting, depending on the weather conditions. As long as 3 to 4 weeks of curing may be required, and possibly more. 6) Avoid placement of concrete during cold weather so that it is exposed to freeze- thaw cycling before it is fully cured. Job No. 50 -3010 GROUND Engineering Consultants, Inc. Page 35 Wells Fargo Bank 3490 Youn9fleld Street Wheat Ridge, Colorado 7) Avoid the use of de -icing salts on given reaches of flatwork through the first winter after construction. We understand that commonly it may not be practical to implement some or all of these measures for reducing scaling due to safety considerations, project scheduling, etc. In such cases, additional costs for flatwork maintenance or reconstruction should be incorporated into project budgets. CLOSURE Geotechnical Review The poor performance of many foundations and subsurface structures has been directly attributed to inadequate geotechnical review and earthwork quality control. Therefore, project plans and specifications should be reviewed by a geotechnical engineer to evaluate whether they comply with the intent of the recommendations in this report. The author of this report and /or the reviewing engineer should be contacted directly to provide this review. The review should be reported in writing. The geotechnical recommendations presented in this report are highly contingent upon observation and testing of project earthworks by representatives of GROUND. if another geotechnical consultant is selected to provide construction observation and quality control, then that consultant must assume all responsibility for the geotechnical aspects of the project by concurring in writing with the recommendations in this report, or by providing alternative recommendations. Materials Testing Wells Fargo Corporate Properties Group should consider retaining a geotechnical engineer to perform materials testing during construction. The performance of such testing or lack thereof, in no way alleviates the burden of the contractor or subcontractor from constructing in a manner that conforms to applicable project documents and industry standards. The contractor / subcontractor is ultimately responsible for managing the quality of his work; furthermore, testing by a geotechnical engineer does not preclude the contractor from obtaining or providing whatever services he deems necessary to complete the project in accordance with applicable documents. Job No. 10.9010 GROUND Engineering Consultants, Ina.. Page 36 Wells Fargo Bank 3496 Youngfleld Street Wheat Ridge, Colorado Limitations This report has been prepared for Wells Fargo Corporate Properties Group, as it pertains to design of the subject project as described herein. It may not contain sufficient information for other parties or other purposes. In addition, GROUND has assumed that project construction will commence by Autumn, 2010. Changes in project plans or schedule should be brought to the attention of a geotechnical engineer, in order that the geotechnical recommendations may be re- evaluated and, as necessary, modified. The geotechnical conclusions and recommendations in this report relied upon subsurface exploration at a limited number of exploration points, as shown in Figure 1, as well as the test methods, etc., described herein. Subsurface conditions were interpolated between and extrapolated beyond these locations. Our findings were dependent on the limited amount of direct evidence obtained at the time of this geotechnical evaluation. Our recommendations were developed for the site conditions as described herein. It is not possible to guarantee the subsurface conditions are as indicated in this report. Actual conditions exposed during construction should be anticipated to differ, somewhat, from those encountered during site exploration. If during construction, surface, soil, bedrock, or groundwater conditions appear to be at significant variance with those described herein, a geotechnical engineer should be advised at once, so that re- evaluation of the recommendations may be made in a timely manner. In addition, a contractor who relies upon this report for development of his scope of work or cost estimates may find the geotechnical information in this report to be inadequate for his purposes or find the geotechnical conditions described herein to be at variance with his experience in the greater project area. The contractor is responsible for obtaining the additional geotechnical information that is necessary to develop his workscope and cost estimates with sufficient precision. This includes current depths to groundwater, etc. The materials present on -site are stable at their natural moisture content, but may change volume or lose bearing capacity or stability with changes in moisture content. Performance of the proposed structure will depend on implementation of the recommendations in this report and on proper maintenance after construction is completed. Job No. 10.3010 GROUND Engineering Consultants, Inc. Rage 37 Wells Fargo Bank 349D Youngfield Street Wheat Ridge, Colorado This report was prepared in accordance with generally accepted soil and foundation engineering practice in the Jefferson County, Colorado, area, at the date of preparation. GROUND makes no warranties, either expressed or implied, as to the professional data, opinions or recommendations contained herein. Because of numerous considerations that are beyond GROUND's control, the economic or technical performance of the project cannot be guaranteed in any respect. GROUND appreciates the opportunity to complete this portion of the project and welcomes the opportunity to provide Wells Fargo Corporate Properties Group with a cost proposal for construction observation and materials testing prior to construction commencement. Sincerely, GROUND Engineering Consultants, Inc. 4 pp0 RF. (; Q A V ° Z79 Brian H. Reck, C.E.G. Reviewed byJ y, P.E. css- Job No. 10 -3010 GROUND Engineering Consultants, Inc. Page 38 �4 3 P1 A I U-3 I Is5 Y 3 I� GROUND 1 • Indicates test hole number LOCATION OF TEST HOLES and approximate location.. JOB NO.: 10 -3010 FIGURE: 1 (Not to Scale) CADFILE NAME: 3010SITE.DWG Test Hole T Test Hole T Test Hole T Test Hole T Test Hole 1 2 2 3 3 P P1 P P2 4,.W um urrNl : ]= f�nri 6 , m� , gpp�m a ► ► C� a. + 0 ► Oi4� I,. , �+°�• 1 "a 14/12 ' 6112 W a■ Oiyi�i �'1;a sdld�.? 1 °;° ►�yyyyj ►yyyyyj m•OS} •o ism �'a�. mew r t tN � 16112 ?z ii: 20112 10 . %•rx. :' rx 'x.% ✓' .%a X. i ::r.•'!.•i?: .�z!x!. 16112 V., X. 17112 zr.X. 17112 :x✓.r. 15 a:r• . .. r• rr'r: . Wry. . ::r.•kr`. .i•J.x. .8x:1.' twee.. .r..rx• .r.•rr.. .x.%%' 15112 26112 :.'1.1.1: :F:11• .X.r. %' 20 — 141" .0 •'r,•xX .x. %•r.' 20/12 yr . 25 ::l.•z 4' zrx. 26/12 KI 40 0 50111. ENGINEERING I LOGS OF TEST HOLES JOB NO.: 10.3070 FIGURE: 2 CAOFILE NAME: 3010LOG.OWG .x. %•r.' 20/12 yr . 25 ::l.•z 4' zrx. 26/12 KI 40 0 50111. ENGINEERING I LOGS OF TEST HOLES JOB NO.: 10.3070 FIGURE: 2 CAOFILE NAME: 3010LOG.OWG LEGEND =1 3!O_< . Asphalt Pavement (AP) Concrete Pavement (CP) Fill: Sand and Clay: Sandy to very sandy, moist, low to moderately plastic, medium dense / stiff to very stiff, and brown in color. Sand and Gravel: Consisted of fine to coarse, clayey to silty sands to clean to silty gravels. Cobbles and possibly boulders likely are present as well. They were moist to wet, non- to moderately plastic, medium dense to dense, and brown in color. �7 Drive sample, 2 -Inch I.D. California liner sample 23112 Drive sample blow count, indicates 23 blows of a 140 -pound hammer failing 30 inches were required to drive the sampler 12 inches. Depth to water level and number of days after drilling that measurement was taken. NOTES: 1) Test holes were drilled on 02/23/10 with 4 -inch diameter continuous flight power augers. 2) Locations of the test holes were measured approximately by pacing from features shown on the site plan provided. 3) Elevations of the test holes were not measured and the logs of the test holes are drawn to depth. 4) The test hole locations and elevations should be considered accurate only to the degree implied by the method used. 5) The lines between materials shown on the test hole logs represent the approximate boundaries between material types and the transitions may be gradual. 6) Groundwater level reading shown on the to was made at the time and under the conditions indicated. Fluctuations in the water lever may occur with time. The material descriptions on this legend are for general classification purposes only. See the full text of this report for descriptions of the site materials and related recommendations. V LEGEND AND NOTES I JOB NO.: 10 -3010 FIGURE: 3 CADFILE NAME: 3010LEG.DWG Q x 2.0 Q x 1.5 CL C t6 U F Q x 1.0 v m m 3 0 4 Qx0.5 0 V U.D l.V I.0 4.V Estimated Settlement (inches) Q = 2,500 psf Note: Design should be controlled by settlement. Estimated settlement values indicated above are based on drained conditions. If foundation materials become wet, the allowable bearing capacity will be reduced and result in larger estimated settlement. This relationship is based on footing widths of 1 to 4 feet. If the footing width is to be greater than 4 feet, we should be notified to reevaluate these recommendations. BEARING CAPACITY CHART JOBNO.: 103010 1 FIGURE; 4 CADFIIE NAME: 3010BRCP.DWG y � \ � D § ■ e U3 �f e r � � _ g � U k / � � q W§ LL ! o & « ■ ■ � . � k / F a 1a 3:�; .z: A B;\ C 6 .0 I e e» §'e:/'° > . > Q ) , � o ;,��: . . .� .o: o�£ n « J z z'c�6' <; - 0 : _� • « e ; �; �; m; ° .° at / e ��. ;Yw V) ; ,� :«� 0.2 :o'o ;d; § 2 ! :®' ®�co -; �u. .oak; m.� u ,�: : n : c�e; � : § ate. �� ¥ � ® �2 . 0 & Q : ;} /I� 2 $ 2� %; / �� }` #f9 ■a2_Ee;e;cm . m n ; n ; 21� IL CD E 1-- m m » ma' : CO -It CO /)kE.m'$� ¥S \\R� ®e:k;�'g Wiz` ' ) 2 ; k c > ■E: ' °; $ §.�:G)§ }� \ £ \ �.m . � m� _.m.�: � � � � �e�a�m n'o L K ;w; @,w: z&k . � : ���\ N m « a;n m 0 co co 2 �a) K /&)6��3 k / F a 1a O O O O O ( av W LU z C lu I- zz N 0 0 m u rJ as Ic w w W z i LL W w 0 O O O O O ( av Appendix A PAVEMENT SECTION CALCULATIONS I 0 0 1993 A.ASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Network Administrator Flexible Structural Design Module Wells Fargo Bank - Applewood Wheat Ridge, Colorado 10 -3010 Automobile Only Parking - Composite Flexible Structural Design 18 -kip ESAI,s Over Initial Performance Period 21,900 Initial Serviceability 4.5 Terminal Serviceability 2 Reliability Level 80 Overall Standard Deviation 0.44 Roadbed Soil Resilient Modulus 3,887 psi Stage Construction 1 Calculated Design Structural Number 2.15 in Specified Layer Design Strnet Drain Coef. Coef. Thickness Width Calculated Laver Material Description (Ai) Mi i in jfil S in I Asphalt 0.4 1 4 1.60 2 Roadbase 0.12 1 7 0.84 Total - - 11.00 2.44 Calculated SN fin) 2.20 2.20 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Network Administrator Flexible Structural Design Module Wells Fargo Bank - Applewood Wheat Ridge, Colorado 10 -3010 Automobile Only Parking - Full Depth Asphalt Flexible Structural Design 18 -kip ESALs. Over Initial Performance Period 21,900 Initial Serviceability 4.5 Terminal Serviceability 2 Reliability Level 80% Overall Standard Deviation 0.44 Roadbed Soil Resilient Modulus 3,887 psi Stage Construction I Calculated Design Structural Number 2.15 in ^l� Specified Layer Design struct Drain Coef. Coe£ Thickness Width Laver Material Description Ai Ii Di in 0U I Asphalt only 0.4 1 5.5 - Total 5.50 Calculated SN fin) 2.20 2.20 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Network Administrator Flexible Structural Design Module Wells Fargo Bank - Appleweod Wheat Ridge, Colorado 10 -3010 Drives and General Parking - Composite Flexible Structural Design l8 -kip FSALs Over Initial Performance Period 73,000 Initial Serviceability 4.5 Terminal Serviceability 2 Reliability Level 80% Overall Standard Deviation 0.44 Roadbed Soil Resilient Modulus 3,887 psi Stage Construction 1 Calculated Design Structural Number 2.59 in Specified Layer Design Struct Drain Coef. Coef. Thickness Width Calculated Laver Material Description (Ai) (MU Di in (ft) SN fin I Asphalt OA t 4 1.60 2 Roadbase 0.12 I 9 1.08 Total - 13.00 2.68 Page I Calculated SN in 2.60 2.60 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Network Administrator Flexible Structural Design Module Wells Fargo Bank - Applewood Wheat Ridge, Colorado 10 -3010 Driveways - Full depth Asphalt Flexible Structural Design I8 -kip ESALs Over Initial Performance Period 73,000 Initial Serviceability 4.5 Terminal Serviceability 2 Reliability Level 75% Overall Standard Deviation 0.44 Roadbed Soil Resilient Modulus 3,887 psi Stage Construction I lculated Design Structural Number 2.52 in Specified Layer Design Struct Drain Coef. Coe£ Thickness Width Laver Material Descri (Ai) (Mil Di in u I Aspbalt 0.4 1 6.5 Total - 6.90 Page I Calculated SN in 2.60 2.60 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product Network Administrator Rigid Structural Design Module Wells Fargo Bank - Applewood Wheat Ridge, Colorado 10 -3010 Heavy Traffic - Concrete Rigid Structural Design Pavement Type JPCP 18 -kip ESALs Over Initial Performance Period 365,000 Initial Serviceability 4.5 Terminal Serviceability 2 28 -day Mean PCC Modulus of Rupture 650 psi 28 -day Mean Elastic Modulus of Slab 3,600,000 psi Mean Effective k -value 110 psi/in Reliability Level 90 Overall Standard Deviation 0.34 Load Transfer Coefficient, J 3.6 Overall Drainage Coefficient, Cd I Calculated Design Thickness 6.04 in ,_ _ _. NO e_r ,C IFIEE When recorded return to: �l 11 1 11 11111 J il l D $0.00 2008093175 BSD Michele Spencer 10/06/2008 11:58:10 AM 4 Page(s) H.C. Peck& Associations, Inc. Jefferson County, Colorado 4001 Fox Street Denver, Colorado 80216 L' BARGAIN AND SALE DEED C.� KNOW ALL MEN BY THESE PRESENTS, that U.S. Retail Partners, LLC, a Delaware limited liability company, formerly known as BPP Retail, LLC, a Delaware limited liability company, whose address is One Independent Drive, Suite 114, Jacksonville, Florida 32202 ( " Grantor " ), for the consideration of the sum of $163,920.00, hereby sells and conveys, to Longs Peak Metropolitan District, a quasi - municipal corporation ( " Grantee "), whose address is 7400 E. Orchard Road, Suite 3300, Greenwood Village, CO 80111, the real property, with all its appurtenances, situated in Jefferson County, State of Colorado, described as follows (the "Property"): See Exhibit A attached hereto GRANTOR HEREBY DISCLAIMS ALL WARRANTIES OF ANY KIND OR NATURE WHATSOEVER (INCLUDING WARRANTIES OF HABITABILITY AND FITNESS FOR PARTICULAR PURPOSE), WHETHER EXPRESSED OR IMPLIED OR OTHERWISE ARISING BY STATUTE, INCLUDING BUT NOT LIMITED TO WARRANTIES WITH RESPECT TO THE PROPERTY, THE ZONING OF THE PROPERTY, THE SOIL CONDITIONS OF THE PROPERTY, THE PRESENCE ON OR BENEATH THE PROPERTY (OR ANY PARCEL IN PROXIMITY TO THE PROPERTY) OF HAZARDOUS SUBSTANCES OR ' MATERIALS (INCLUDING ASBESTOS), OR THE SUITABILITY OF THE PROPERTY FOR GRANTEE'S INTENDED USE. BY ACCEPTING THIS DEED, GRANTEE FURTHER ACKNOWLEDGES THAT GRANTEE IS PURCHASING THE PROPERTY "AS IS" AND IN ITS PRESENT CONDITION AND THAT GRANTEE IS NOT RELYING UPON ANY REPRESENTATION OF ANY KIND OR NATURE MADE BY GRANTOR OR BY GRANTOR'S AGENTS WITH RESPECT TO THE PROPERTY. BY ACCEPTANCE OF THIS DEED, GRANTEE ACKNOWLEDGES THAT GRANTEE'S OPPORTUNITY FOR INSPECTION AND INVESTIGATION OF THE PROPERTY HAS BEEN ADEQUATE TO ENABLE GRANTEE TO MAKE GRANTEE'S OWN DETERMINATION WITH RESPECT TO THE PROPERTY. 1 IN WITNESS WHEREOF, Grantor has executed this Bargain and Sale Deed as of the date set forth above. i GRANTOR: U.S. Retail Partners, LLC, a Delaware limited liability company ry By: U.S. Retail Partners Holding, LLC, a Delaware limited liability company, its managing member By: Macquarie CountryWide- Regency II, LLC, a Delaware limited liability company, its sole member By: Macquarie- Regency Management, LLC, a Delaware limited liability company, its managing member By: Regency Centers, L.P., a Delaware limited partnership, its managing member By: Regency Centers Corporation, a Florida corporation, its general partner per, By: Meigkzx Name: Matthew J. Booth Title: Vice President 2 Is 0 STATE OF COLORADO ) COUNTY OF ` DP.VI Ve r ) ss. The foregoing instrument was acknowledged before me this day of October, 2008, by Matthew J. Booth, as Vice President of Regency Centers Corporation, a Florida corporation, the general partner of Regency Centers, L.P., a Florida corporation, the• managing member of Macquarie- Regency Management, LLC, a Delaware limited liability company, the managing member of Macquarie CountryWide- Regency II, LLC, a Delaware limited liability company, the sole member of U.S. Retail Partners Holding, LLC, a Delaware limited liability company, the managing member of U.S. Retail Partners, LLC, a Delaware limited liability company Witne my hand and offi 'al seal. �c pv a Notary Public My Commission Expires My commission expires: 09125I2010 3 EXHIBIT A Legal Description of the ProI2 M=crNUM M.CCMM61404 PARCELNUMM' 302 Project Coder 16063 Baw September 27 2007 A and oe c a No. 302 mope i o NorlI 114 Sme mdo,PmPrct u CC Rouge WON ms O f Ow deg D. 0.235 dotes, morsvrlm%s, In the NOdhn weset 1/4 of3aotio,129on29. T3waohlp 3 S o la Iteoga 69 Wort Of Ow 3Cv0l Pdaipal MMldleq, Lily of Whestrldge, County 00e0'era014 Slew afCoI PColoredo a.idtrador petal being mote peda hdFy deeaibul a Allows: - Commencing at the West 114 aotnrrefmld Soudan 29, Whence, Aallodbwaetaomm ofsald Salim 29. beaoN01 - W along ft Wed lbmofa ddNOmmwt 114,2,641.60 look 6unaoNH7°IH37"11 1,673.10 foot to the Wed Han 3fLot l OC I •''E ll ® OPANHSa t"r m om — '�'" 'ld°". mmeardedat ReoepdonNmobarPOt931121n du laflhroon CanaSv Cied: and HaotdasolB4a, avid polotbelvgtiw Polar oeHeglnoloN 1. TlimaMS9 °48'36842.56001; 2. Th000 S00°Il' 048, 2, 00f mlolbepolmofm "mumofaaweanm"N haviogandlm of 930 Aet 3. iipmoeSOUtbmatsrly, daougba rxntmi angle af90 ", elmgthe arco[sald curve, 15.04 tat A Tb=mNS9°08'13 ° 8, 13621 Settle the point ofmmum 3famem anormNonhwealarly, having radius of9.50 fact 5. ThmaNmiheauarlY. duoueiraantml angleof89° 9221, alm�g tle arc of said curvy 14.85 Act; fi. 13wnaM00 "W, e.16feot 7. TbWmN89°0539°8,87,36feet A 4nm409e4t carve emmveNmoreastarly, hsvbpga mdim0179.501ae; ___ 8. Thonoe SoMhwttetiy. tlamgbacentrei an6Nat87 °34'16, alma We arc 3feald aurve, 14.46 flat said arse bavinga obord oP13.11 AM which heard 544 6 36528; , 9. ThmwS88 °13'58 "& 5g35 Aetto the Bat tlneofasld Lot l; 10. Thwmo S00°533T'S, along acid Beet lino, 7931 txtAthe SauN Hneataeidt.ot l; it. 7hMma929°030"W, along sold South line, 342.51 foe A sold West lloa of Lot 1; 12. ThmaN00 °33'37 °W,along eeid Wat live,33.66 Ao[ m AePOlntatllaglmlvg, coatalnlog 10,245 squnm fentar 0235eme4mme or lua. ' Bads orBearingra: Boedngs rue bmeed on the WWI lino ofthc Nwthwerd QuarlvofSeo0un 2Y, totmami 3 South, Range 69 Westofthe 6 Pri MMldimhearing North 01°01 West and is montmenled on thoNorlh and (NOeh,,,W CmerafSI dtm 29) bya 3'k'Bmas Cap Wi0reas Comer 1'LS No. 13212 In monument bog and onthe Southead(Wad QuartMComarvPSwSon297 by a314^8mttCap PLS No, 13212 inmonnmant ban . Prep vedforandcmbebalfofAe Colorado Mpmtmeat of Tmusparladon Mloheal L. Bottomed, PLS 424941 5801 N.Un1meBlvd Colorado sprlaga, CO 80938 4 co APPLEWOOD VILLAGE JEFFERSON COUNTY When recorded, return to; Mandel Buder & Verger 101 Vallejo Street San Francisco, CA 94111 Attn: Danna Kozerski, Esq. ceorded at o'clock M., Reception No_ efferson County Recorder. �3 56�•'l0 1' Warranty Deed This deed, made this'Oaay of Av fg)q - . 1999, between AMB PROPERTY, L.P., a Delaware limited partnership, grantor, and BPP RETAIL, LLC, a Delaware limited liability company whose legal address is 100 Bush Street, 24th Floor, San Francisco, CA 94104, grantee: � Witness, that the grantor, for and in consideration of the sum of Ten ($10.00) Dollars, the receipt and N sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents r does grant, bargain, sell, convey and confirm unto the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the real property, together with improvements, if any, situate, tying and being in the County of Jefferson, State of Colorado, and more particularly described on Exhibit A attached hereto (the "Property). Together with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, the reversion and reversions, remainder and remainders, rents, issues, and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor(s), either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; To have and to hold the said premises above bargained and described, with the appurtenances, unto the grantees, their heirs and assigns forever. The grantor(s), for himself, his heirs, personal representatives, successors and assigns does covenant and agree that grantor(s) shall and will warrant and forever defend the above - bargained premises in the quiet and peaceable possession of the grantees, their heirs and assigns, against all and every person or persons claiming the whole or any part thereof, by, through or under the grantor(s). PROVIDED HOWEVER, that this Deed and the warranty of title contained herein is made expressly lf: Q subject to the following: r M A. Real property taxes for the year 1999 and subsequent years; B. All zoning and other regulatory laws and ordinances atfeotiog the Property, LU LU 4 a pa- 346991v3 RDIFnM 30 F0922239 .8105/1999 I5:40 ;11 PG: 001 -013 PAGE FEE: 65.00 DOC.FEE: 3567.70 RECORDED IN JEFFERSON COUNTY, COLORADO SKLD TA 10.199.164.102 JF 922239- 1999.001 F09V299 C. All restrictions, reservations, covenants, conditions, declarations, easements and rights ofway of record and all other matters of record affecting the Property; D. All matters shown or that would be shown on a current ALTA survey of the Property; and E. All those matters set forth on the Est of Permitted Exceptions attached hereto as Exhibit B and made a part hereof. In witness whereof the grantor(s) has executed this deed on the date set forth above. GRANTOR: AMB PROPERTY, L.P. a Delaware limited partnership By AMB PROPERTY CORPORATION, a Maryland • ration, its ge ral partner By: f? C . Headapold Vice President } STATE OF C }as. COiiNfY OF -.. SGf Go } On A;9� 1999 before me, T��+S 4 22 2/ personally appeared Carlie P. Headapohl, Fen:oPAHy tno m to aw.(os.proved to me on the basis of satisfactory evidence) to be the persons) whose names) is/are subscr to the within instrument and acknowledged to me that he/she/they executed the same in hiyber/their authorized capacity(ies), and that by hisler/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instnunenL YMMSS my hand and official seal. TESS A SERRANO; l) coamt.itsoura orvnrt� a or c BWFt 0 ren0 a a®n,aw.w craeea.aov�a�i pa- 34679,v3 SxLD TA 10.199.169.102 SF 922239 - 1999.002 EXHIBIT A TO COLORADO SPECIAL WARRANTY DEED LEGAL DESCRIPTION AE MIX M. F0922239 � 0 `pa- 34679W SKLD TA 10.199.164,102 JF 922239- 1999,003 EXHIBIT -A� DESCRIPTION AECM01 M F0922239 ' PARCEL It LOT 1, APPLEWOOD VILLAGE SHOPPING CEDER SUBDIVISION, AS PER THE PLAT RECORDED MARCH 1, 1.996 AT RECEPTION NO. F0193712, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 2x TEAT PART OF THE SOUTHEAST QUARTER OF TEE NORTHWEST QUARTER OF- SECTION 29, TOWNSHIP 3 SOUTH, PANGS 69 WEST OF THE 6TH PRINCIPAL MERIDIAM. DESCRIMM AS: COMMENCING AT THE POINT OF INTERS$CTION OF THE EAST RIGHT OF WAY OF YOUNGSSELD STREET AND = SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 29, MYIE THE WEST QUARTER CORNER OF SAID SECTION REARS SOUTH 89 DEGREES 31 MINUTES 43 SECONDS WEST, 1382_43 FEET AND THE SOUTHWEST CORNER OF TIM SOUTHEAST QUARTER of SAID NORTHWEST QUARTER HEARS SOUTH E9 DH3REPS 31 MINOTF_9 42 SECONDS WEST 60,00 FEET: RUNNING THENCE NORTH OD DEGREES 51 MINUTES 68 3HCONDS WEST, PARALLEL WITH THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND ALONG EAST RIGHT OF WAY LINE O£ YOUNGFIELU STENET, 100.00 EEGINNTU3J BEET TO THE TRUE POII9T OF THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE. NORTE 00 DEGREES 51 MINUTES 48 SECONDS WEST 274.32 FEET; TEMM LEAVING SAID EAS RIGET OP WAY LINE NORTH 89 DEGREES 31 MIN RiTES 42 FEW., PARALLEL SA.ST, PARALLEL TO THE SORTS[ LINE OF SAID NORTHWEST QtMR.MM, 140.00 THENCE NORTH 00 DMP.M 5 SS MINUTES 48 SECONDS WEST, PA SAID EAST AXQHT OF WAY LINE 175.68 FRET) THENCE NORTH 89 DEGREES 31 MINUTES 42 586ONG9 EAST 150.00 FHETi THENCE SOUTH 00 DEGREES 51 MINUTES 40 SECONDS EAST, F ARAMXEL WITH SAID EAST RIGHT OF WAY LINE, 450.00 PEST; THENCE SOUTH 09 D=RR= 31 MZNUTFS 42'- pNDS WEST P AnarX= WITH THE SOUTH or EEG OF SAID NORTHWEST QUARTER, 290.00 FEET. MORE OR ZNNINO, LESS, TO THE TRUE POINT OF . COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 3: NON - EXCLUSIVE EAS EMENT FOR INGRESS AND EGRESS FOR PEDESTRIAN AND VEHICULAR ACCESS, AND F08 PARHING. AS MORE PARTICULARLY DES CRIBED IM THAT CERTAIN RECIPROCAL EAS'RaM A= UNIPnM CONTROL AGREEMENT RECORDED MARCH 1, 1996 AT RECEPTION NO. F0193714, COUNTY OF 6EFFSRSON, STATE OF COLORADO. fipple woo j, SKLD TA 10.199.164.102 JF 922239 - 1999.004 a EXHMU B TO COLORADO SPECIAL WARRANTY DEED PERMM'HD EXCEPTIONS 9EWMA 110. F0922239 pa- 3467M3 SKLD TA 10.199.164.102 SF 922239- 1999.005 FSMPTHW 90. F'0922239 EXHIBIT B PERMITTED EXCEPTIONS • Ri9hts or claims of parties in Possession not shown by the public records. . Easements, or claims Of ea0eme4ts, net shown by the public records. Discrepancies, conflict, in boundary lines, shortages in area, encroachments, and any Pacts which a correct survey and inspaotice of the premises would di,clo,a and which are not shown by the public record,, Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not ,hown by the public records. Taxes Or DPeeial aesesaments which are not shown as existing liens by the public records. The mortgaya Or trust deed, if any, referred to in Item 6 of Schedule A. EXCEPTIONS NUMBERED 1 -6 ARE HEREBY DELETED FROM THE OWNER'S POLICY. 7. TAXES AND ASSESSMEHTS FOR THE YEAR 1999 AND SUBSEQUENT YEARS, A LIEN, NOT YET DUE OR PAYABLE• 8, AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO TUN CITY AND COUNTY OF DENVER BY THE INSTRUMENT RECORDED MARCH 20, 1936 IN B00% 379 AT PAGE 68 AND MARCH 26, 1951 IN 8008 712 AT PAGE 339, AND AS SHOWN OR TRS RECORDED PLAT FOR APPLE400D VILLAGE SHOPPING CENTER SUSDIVISION, OVER A PORTION OF PARCEL 1. 9. AN EASEMENT FOR IRRIGATION LINES AND =3MENTAL PURPOSES RESERVED BY MAUD B. SNITH IN THE INSTRUMENT RECORDED MARCH 22, 1956 IN HOC% 985 AT PAGE 343, AND AS BROWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDVI ISION, AFF£CPINO PARCEL 1. O. AN EASEMENT FOR SEWER LINES AND INC1'DZWKt, PURPOSES GRANTED TO NORTHWEST I IMOMOD SANITATION DISTRICT BY THE INSTRUMENT RECORDED AUGUST 23, 1960 IN BOOS 1297 AT PRO£ 351, Mb 'AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, AFFECTING PARCEL 1 AND A SMALL PORTION OF PARCEL 2. 1. AN EASEMENT FOR SEWER LINES AND INCIDENTAL PURPOSES GRANTED TO NORTHWEST L?`==D SANITATION DISTRICT BY THE INSTRUMENT RECORDED AUQSUT 23, 1.960 1N BOOK 1297 AT PAGE 355, AND AS SHOW ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, APFECTING PARCEL 1 AND A PORTION OF PARCEL 2_ Continuad e„ 11a SRLD TA 10.199.164.102 JF 922239 - 1999.006 1ffCE nal Mh F0922239 EXHIBIT B PERMITTED EXCEPTIONS 12. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES CHANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED OCTOBER 30, 1963 IN BOOK 1652 AT PAGE 38, AND AS SHOWN ON THE RECORDED PLAT FOR AppLZKOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 13. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED MARCH 17, 1961 IN BOOS 1690 AT PAGE 580, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE SNSTRIA4M, OVER A PORTION OF PARCEL 1. 14. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED DECEMBER 31, 1964 IN BOOK 1768 AT PAGE 164, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEW00D VILLWS SHOPPING CENTER SUBDIVISION. UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 15. AN BASEMENT FOR SEWER LINES AND INCxm2vAL PURPOSES GRANTED TO THE WRSTRMGE SANITATION DISTRICT BY THE INSTRUMENT RECORDED NOVEMBER 5, 1965 IN BOOK 1832 AT PAGE 555, AND AS SHOWN ON THE RECORDED PLAT FOR APPLENOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 1. 16. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED JUNE $, 1966 IN BOOK 1877 AT PAGE 157, AND AS $ROiWN ON THE RECORDEb SLAT FOR ApPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERNS AND CONDITIONS SST FORTH IN THE - _INSTRUMENT, OVER A PORTION OF PARCEL 1. 17. EASEMENTS FOR THE CONTINUED USE AND MAINTENANCE OF THE MaSTING UTILITIES AS CONTAINED WITHIN VACATED 3STH AVENUE. AS SET FORTH IN RESOLUTION RECORDED JANUARY 9. 1967 IN BOOK 1916 AT PAGE 458. AND AS SHOWN ON THE RECORDED PLAT FOR APPLENOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 1. 18. THE EFFECT OF SAID LAND BEING INCLUDED WITHIN THE BOUNDS OF THE WHEAT RIDGE FIRE PROTECTION DISTRICT, AS SET FORTH IN INSTRUMENT RECORDED OCTOBER 7, 1971 3N BOOK 2303 AT PAGE 695. 19. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED OCTOBER 21, 1971 IN BOOK 2309 AT PAGE 906, AND AS SHOWN CN THE RECORDED PLAT FOR ApPLENOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TEHMS AND CONDITIONS SET FORTH IN THE LNSTRUMENT, OVER A PORTION OF PARCEL 1. SOLD TA 10.199.164.102 JF 922239 - 1999.007 M=ICK )q. F0922239 EXHIBIT B PERMITTED EXXCEPTIONS I 20. AN EASEMENT, FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRAN= TC TES CONSOLIDATED MUTUAL MATER COMPANY BY THE INSTRUMENT RECORDED OCTOBER 31, 1972 IN BODE 2440 AT PACE .840, AND AS SBOWN ON THE RECORDED PLAT FOR APPLEWOD.D VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 1. 21. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED To MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY BY THE INSTRUMENT RECORDED NOVEMBER 24, 1972 IN BOOK 24d9 AT PAGE 156, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VXLIAGR SHOPPING CENTER SUBDIVISICN, UPON THE TERMS AND CONDITIONS SET FORTE IN THE INSTRUMENT. OVER A PORTION OF PARCEL 1. 22. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BT THE INSTRUMENT RECORDED DRCEMBER 1, 1972 IN BOOR 2451 AT PAGE 672, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH 114 THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 23. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED DECEMBER 29, 1972 IN BOOR 2459 AT PAGE 862, AND As SHOWN ON TIM RBCURDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTE IN TBE INSTRUMENT, OVER A PORTION OP PARCEL 1. 24. COVENANTS, CONDITIONS AND RESTRICTIONS, (BUT OMITTING THEREFROM ANY COVENANT OR RESTRICTION BARED ON RACK, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY) WHICH DO NOT INCLUDE A FORFEITURE OR REVERTER CLAUSE, AND ANY AND ALL SUPPLEMENTS, AMENDMENTS AND ANNEXATIONS TRERgTO, SET FORTH IN TEE ZNSTRUMENTT(S) RECORDED MAY 12, 1975 IN BOOR 2728 AT PAGE 300, ARFWTINC PARCEL 1. 25. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OP COLORADO BY THE INSTRUMENT RECORDED JULY 3, 1975 IN BOOR 2745 AT PAGE 737, AND AS SHOWN ON THE RECORDED PLAT FOR APFLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL. 1. 26. TRRLR, AGREEMENTS, PROVISIONS, CONDITIONS, AND OBLIGATIONS OF A NOTICE OF GROUND LEASE, EXECUTED RY APPLEWOOD VILLAGE, A PARTNERSHIP, AS LESSOR(S) AND THE BANE OF APPLEWOOD, AS LESSEE($), RECORDED AUGUST 27, 1976 IN BOoE 2895 AT PAGE 306, AND ANY AND ALL PARTIES CLAIMING BY, THROUCR, OR UNDER SAID LESSEE(S) AFPECTING A PORTION OF PARCEL I. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSEE THEREUNDER. SHLD TA 10.199.164.102 JF 922239 - 1999.008 f 6"T! ID. F092223S EXHIBIT B PERMITTED EXCEPTIONS 0 27. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE APFLEWOOD VILLAGE DEVELOPMENT PLAN AGREEMENT RECORDED AUGUST 30, 1976 IN BOOK 2896 AT FAGS 160, 28. AN xANRmENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED SEPTEMBER 17, 1976 IN BOOK 2904 AT PAGE 162, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 29. COVENANTS, CONDITIONS AND RESTRICTIONS, (RUT OMITTING THEREFROM ANY COVENANT OR RESTRICTION BASED ON RAC&, COLOR, RELIGION. Sze. HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY) WHICH DO NOT INCLUDE A FORFEITURE OR REVERTER CLAUSE, AND ANY AND ALL SUPPLI:MF=,-AM>RRa=ENTS AND ANNEXATIONS THERETO. SET FORTH IN THE INSTRUMENT(S) RECORDED NOVEMBER 12, 1.976 IN BOOK 2926 AT PAGE 630. 30. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE OP71CLU DEVELOPMENT PLAN MAPS POP. APPLEWOOD VILLAGE SHOPPING CENTER RECORDED AUGUST 19, 1977 IN BOOK 3056 AT RECEPTION NO. 909490, DECEMBER 28, 1977 IN HOOK 3123 AT RECEPTION NO. 949552, NOVEMBER 18, 1982 AT RECSPTION NO. 82081092, OCTOBER 22, 1984 AT RECEPTIOH NO. 84099038, SF,PTM!W= 11, 1986 AT RSCBPTIOM NO. 86108656, SEPTFMOM 2, 1994 AT RECEPTION NO. 94145758, AND SEFTE4BER 22, 1995 AT RECEPTION NO, F0119560, 31. AN EASEMENT FOR PUELIC UTILITIES AM INCIDENT%. PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED MAY 31, 1978 AT RECEPTION W. 78048312, AND AS NW%w ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUEDIVTSION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OP PARCEL 1. 32. AN PASEMIm FOR POHL= UTILITIES AHD INCIDENTAL PURPOSES GRANTED TO PUHLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED OCTOBER 2S, 1978 AT RECEPTION NO. 78098329, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SOHD242SION, UPON TRUE T1UM3 AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1. 33. AN EASEMENT FOR SEWER LINES AND INCIDENTAL PURPOSES GRUNTED TO THE NORTHWEST LAKMMW SANITATION DISTRICT BY THE INSTRUMENT RECORDED OCTQMM 7, 3.985 AT RECEPTION NO. 85096474, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SM11VTSION, OVER A PORTION OF PARCEL, 1. SKLD TA 10.199.164.102 .TF 922239- 1999.009 MUM 80. F0922239 EXHIBIT B PERMITTED EXCEPTIONS 36. AN EASEMENT FOR PUBLIC UTILITIES ANA INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED JUNE 13. 1986 AT RE NO. 86064191, AM AS SHOWN ON THE RvCORDEO PLAT FOR APPLMMD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTR IN THE INSTmn=T, OVER A PORTION OF PARCEL I. 35. TERMS, AGREEMENTS, PROVISIONS. CONDITIONS, AND OBLIGATIONS OF A SHORT FORM LEASE, BEECIPPEU BY APPLENOOD VILLAGE, INC., AS LEGGOR(S) AND HAL-HART STORES, INC., AS LESSEE(9) RECORDBD NOVRHBER 10, 1987 AT RECEPTION NO. 87140164, AND ANY AND ALL PARTIES CLAIMING BY, THROUGH, OR UNDER SAID LESSEE(S), AFFECTING PARCEL 1. SUCH LEASH'CONTAIHS NO RIGHTS OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSEE THEREUNDER, 36. TERMS, AGREEMENTS, P1tOVISION5, CONDITIONS, AND ORLIGATIONS OF A HEHORANDOM OF LEASE, EXECUTED BY APFLEWOOD VILLAGE, A COLORADO GENERAL PARTNERSHIP, AS LESSORS) AND DILLON COMPANIES, INC., dba T.ING SOOPERS, AS LESSEE(S), RECORDED OCTOBER 19, 1988 AT RECEPTION NO, 88102321, AND ANY AND ALL PARTIES CLAIMING BY, THROUGH, OR UNDER SAID LESSEE(S), AFFECTING PARCEL 1. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSEE THEREUNDER. 37. 'TElo15, AGREEMENTS, PROVISIONS, CONDITIONS, AND OBLIGATIONS OF A MEMORANDUM OF LEASE, ==uTED BY GERALD M. BIEHL, AS LRSSOR(S) AND CHZLI•S, INC., AB LESSEE(S), RECORDED APRIL 17, 1989 AT RECEPTION NO. 89032473, AND ANY AND ALL PARTIES CLAIMING BY, THROUGH. OR UNDER SAID LESSEE(S), AFFECTING PARCEL 2. SUCH LEASE CONTAINS NO RIGR79 OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR OF THE LESSEE THEREUNDER. 38. AN 2ASSMENT 70A DRAINAGE INLET AND INCIDENTAL PURPOSES GRANTED TO T(iE CITY OF WHEAT RIDGE BY THE INS4ZMWT RECORDED JULY 19, 1989 AT RECEPTION NO. 89061577, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGB SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 1. 39. AN EASEHBNT FOR PUBLIC SIDEW%X8 AND INCIDENPAL PURPOSES WWfPED TO THE CITY OF WHEAT MON BY THE INSTRUlm" RECORDED JULY 39, 1989 AT RECEPTION NO_ 89061578, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEM= VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OF 1. 40. AN EASEMENT FOR TRAFFIC SIGNALS AND INCIDENTAL PURPOSES GRANTED TO THE CITY OF Tn'H T RIDGE BY THE INSTRUMENT RECORDED NOVaffiER 29, 1989 AT REMpTION NO. 89101626, AND AB SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, OVER A PORTION OP PARCEL 1. SRLD TA 10.199.164.102 JP 922239 - 1999,010 RECEP= IL F0922239 EXHIBIT B PERMITTED EXCEPTIONS 41- TMWS, AGREEMENTS. PROVISIONS, CONDITIONS, AND OBLIGATIONS OP A MEMORANDUM OF LEASE, EXECUTED EY APPLEWOOD vnaa3E SHOPPING CENTER, A COLORADO GENERAL PARTNERSHIP, AS LESSOR(S) AND PACIPIC COAST DISTRIBUTING, INC., AS LESSEE(SN, RECORDED DECEMUER 25, 1989 AT RECEPTION R0. 69111291, AIM ANY AND ALL PARTIES CLAIMING BY, THROUGH, OR UNDER SAID LESSES(S), AFFECTING PARCELS I AND 2. SUCH LEASE CONTAINS NO RIGHTS OF FIRST REFUSAL OR POTIONS TO PURCHASE IN FAVOR OF THE LESSER THEREUNDER. 42. AN EAS£MERT POR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO THE CONSOLIDATED MOTUAL WATER COMPANY INSTRUMENT RECORDED BY THE INSTRUME RECORDED FEBRUARY 27. 1990 AT RBCEVXIGN NO. 90016474, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOOD VILLAGR SHOPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 2. 43. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO THE CONSOLIDATED MUTUAL WATER COMPANY BY THE INSTRUMENT RECORDED FEBRUARY 27, 1990 AT RECEPTION NO. 90016476, AM AS SHOWN ON THE RECORDED PLAT FOR APPLEWDOD VILLAGE SHDPPING CENTER SUBDIVISION, OVER A PORTION OF PARCEL 2. 44. AN EASEMENT FOR WATER PIP xEaMRS AND INCIDRNTAL PURPOSES GRANTED To THE CONSOLIDATED MUTUAL WATER COMPANY BY THE MMTRDMENT RECORDED FEERVARY 27, 1990 AT RECEPTION NO. 90016476, AND AS SHOWN ON TEE RECORDED PLAT FOR APPI3WOUD VILLAGE SWOPPING CENTER SUBDIVISION, OVER A PORTION OP PARCEL 1. 45. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE CONSTRUCTION AGREEMENT WITH THE CONSOLIDATED MUTUAL WATER COMPANY RECORDED PEBRUARY 27. 1990 AT RECEPTION NO. 90016477, AFFECTING PARCEL 2. 46. AN EASEMENT POR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED TO P06LIC SERVICE CONPANY OF COLORADO BY TEE INMUM1.N' T RECORDED MARCB 14, 1990 AT RECEPTION NO. 90020962, AND AS SHom ON T)D RECORDED PLAT FOR APPLEMOOD VILLAGE SHOPPING CENTER SUBDIVISIDN, UPON THE TERMS AND CONDITIONS SET FORTE IN THE INSTRUMENT, OVER A PORTION OF PARCEL 2 47. TERNS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED ORDER THE PIRR LING AORFJDQNP WITW THE CONSOLIDATED MUTUAL WATER COMPANY RECORDED APRIL 23, 1990 AT RECEPTION NO, 90032752, AFFECTING PARCEL 2. 46. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES GRANTED To PUBLIC SERVICE COMPANY OF COLORADO BY THE INSTRUMENT RECORDED FEBRUARY 5, 1991 AT RECEPTION NO. 91010272, AND AS SHOWN ON THE RECORDED PLAT FOR APPLEWOGD VILLAGE SHOPPING CENTER SUBDIVISION, UPON THE TERMS AND CONDITIONS SET FORTH IN THE INSTRUMENT, OVER A PORTION OF PARCEL 1 SKLD TA 10.199.164.102 ,7F 922239 - 1999.011 AEM90 0. P0922239 EXHIBIT B PERMITTED EXCEPTIONS 49- TERMS. CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE FIRE LINE AGREEMENT WITH THS CONSOLIDATED MUTUAL WATER COMPANY RECORDED (J" SEPTEMSSR 18, 1997 AT RECEPTION NO. 92116833, AFFECTING PARCEL 2. SO. AN EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES GRANTED TO TEE CITY AND COUNTY OF DENVER BY THE INSTRUMENT RECORDED NOVEMBER 10, 1993 AT RECEPTION NO. 93186174. OVER A PORTION of PARCEL 1. $1. TERNS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE FIRE LINE AGREEMENT WITH THE CONSOLIDATED MUTUAL WATER COMPANY RECORDED AUGUST 30, 1995 AT RECEPTION NO. 90108078, AFFECTING PARCEL 1. 59. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIIII UNDER THE FIRE LASE AGREEMENT WITH THE CONSOLIDATED MUTUAL WATER COMPANY RECORDED AUGUST 30, 1995 AT RECEPTION NO. F0208079. AFFECTING PARCEL 2. 53. AN SAS MaM FOR WATER PIPELINES AND IN CIDENT AL PURPOSES GRANTED TO THE CONSOLIDATED MUTUAL WATER COMPANY BY THE INSTRUMENT RECORDED FEBRUARY 8, 1996 AT RECEPTION NO. F0183243, AND AS SHOW ON THE RECORDED PLAT FOR APPyF .WOOD VILLAGE SHOPPING CENPER SUBDIVISION, OVER A PORTION OF PARCEL 1. $4. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATICNS SPECIFIED UNDER THE CONSTRUCTION AGREEMENT. WITH TUB CONSOLIDATED MUTUAL WATER COMPANY RECORDED MARCH 1, 1996 AT RECEPTION NO. F0193344, AFFECTING PARCEL 1. SS. SMJECT TO THS EPFECT OF THE NOTES PERTAINING TO DRTENTSoN AND RETENTION AREAS AND CROSS ACCESSl11PORESS -E=pm EASEMENTS, ANO THE APPRO%IMATS LOCATION OF IRAICATICN CONDUITS, ALL AS SHO='CN THE RECORDED PLAT FOR APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION. 56. TERNS. CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS SPECIFIED UNDER THE RECIPROCAL EASEMENT AND UNIFIED CONTROL AGREEMENT RECORDED MARCH 1. 1996 AT RECEPTION NO. FOI93714. 57. LEASES AND TENANCIES AS EV3DENCEO BY THE ATTACHED RENT ROLL DATED , WHICH LEASES AND TENANCIES DO NOT INCLUDE RIGHTS OF FIRST REFUSAL OR OPTIONS TO PURCHASE IN FAVOR 09 TEE LESSEES THERRUNDER. SKLD TA 10.199.164.102 JF 922239 - 1999.012 P,ECFMIM IM. F0922239 EXMBIT B PERMITTED EXCEPTIONS S. FATTERS AS DISCLOSED ON THE SURVEY PRSPARED, BY CLC ASSOCIATES, INC. DATED }� FEORUARY S. 1996 AS JOB NO. 95 -074: t A) ALL LABELED ENCROACHMENTS AS SHOWN THEREON. 1. ENCROACHMENT OP ONE STORY BUILDING DESIGNATED 3490 YOUNGFIELD ONTO THE EASEMENTS REFERRED TO IN PARAGRAPHS 3.6 AM 25. 2. EXCROACNMENT Or ONE STORY BUILDING DESIGNATED 3410 -3460 YOUNGFIELD ONWO AN 8• SANITARY SEWER LING. WHICH LIRE HAY LIVXDM40B OF AN EASsHsr4T OR LESSER SERVITUDE IN FAVOR OF A THIRD PARTY. 3. ERCAOACMU NT OF ONE STORY BUILDING DESIGNATED 3490 YOONGFIELD ONTO THE RASES REFERRED TO IN PARAGRAPHS 16 ANA 25. 4. ENCROACFAMUT OF TRANSPORMER AND RETAINING WALL LOCATED ON PARCEL 1 ONTO PARCEL 2. 5, ENCROACHMENT OF ONE STORY BUILDING DPSIGNATED 3310 -3326 YOMMPIEEM ONTO THE EASEMENTS REFERRED TO IN PARAGRAPHS 23 AND 28. 6. ENCROACHMENT OF TWO STORY BUILDING DESIGNATED 3230 -3326 YOUNGFIELD ONTO THE ETSENE[. M REPRRM TO IN PARAGRAPH 13. 7. ENCR0=21ENT OF OVERHANG OF TWO STORY BUILDING DESIGNATED 3230 -3250 YOUNFISLD ONTO THE LAND TO THE NORTH DESIGNATED • lLOT 2) NOT A PART'. B. ENCROACHMENT OF ONE STORY BUILDING DESIGNATED 3300 -3540 AND 3610 YOUNGFIELD ONTO THE EASEMENT REFERRED TO IN PARAGRAPH 8, AN 8" SANITARY SEWER LINE, WHICH LING MAY EVIDENCE OF AN EASEMENT OR LESSER SSPVXTODF. IN FAVOR OF A THIRD PARTYs AND THE EAS Sm= REFERRED TO IN PARAGRAPH 17. 9. U NCAOACHH1N'C OF ASTAIMM WALL ONTO THE RIGHT OP WAY FOR W. 38TH AYES=. U) TIM FACT THAT TILE FENCE LOCATED ON THE EASTERLY PORTION OF SAID LAND DOES NOT FOLLOW THE PROPERTY LINE. C) THE EXISTENCE OF SANITARY SEWER immu, STORM amm LINES, OAS LINES, WATER LINES AND IRRIGATION LINES OVER VARIOUS PORTIONS OF THE LAND THAT ARE NOT CONTAINED WITHIN A RECORDED F.ASEHP.NT. SKLD TA 10.199.164.102 JF 922239- 1999.013 __ � _ _ _ , " m M IMPROVEMENT LOCATION EXHIBIT ER. A PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 1 THE ABOVE DESCRIBED PARCEL CONTAINS 16,574 SQUARE FEET OF 0.3805 ACRES tl\rE, MORE OR LESS. �, n w T rmm m snvrc z m no smc eu.a.a �u rw N01E r i �omo.ar , aNe wuc 0 20 40 xnr I INCH = 40 FEET f 'E DATE 5.12.10 DESCRIPTION: A PARCEL OF LAND BEING A ,PORTION OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION, A SUBDIVISION RECORDED AT RECEPTION NUMBER F0193712, LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BASIS OF BEARINGS: BEARINGS ARE BASED ON A WESTERLY LINE OF LOT 1, APPLEWOOD VILLAGE SHOPPING CENTER SUBDIVISION HAVING A BEARING AND DISTANCE OF N 89 E, 150.00 FEET AND MONUMENTED AS FOLLOWS; -THE WESTERLY CORNER BEING A FOUND 5/8" REBAR 1" BELOW THE ASPHALT. -THE EASTERLY CORNER BEING A FOUND 5/8" REBAR SLIGHTLY BENT 1" BELOW THE ASPHALT. 56 COMMENCING AT THE WESTERLY CORNER OF SAID LINE DESCRIBED ABOVE; LOT 1 ¢.ra M=2 THENCE S 33'33'07" E A DISTANCE OF 77.54 FEET TO THE POINT OF BEGINNING; PAW ' ` THENCE AROUND SAID PARCEL OF LAND THE FOLLOWING 12 COURSES: 49g w LIGHTPOLE 1) S 90 E A DISTANCE OF 123.47 FEET; 2) S 00'41'01" E A DISTANCE: OF 51.20 FEET; LIGHT POLE 3) S 88 W A DISTANCE OF 9.43 FEET 4) S 00 E A DISTANCE OF 23.56 FEET; }� DECIDUOUS TREE 5) S 18'32'45" E A DISTANCE OF 14.59 FEET; o.�nrca 6) S 06'52'33" W A DISTANCE OF 14.98 FEET; .• CONIFER TREE 7) S 00 E A DISTANCE OF 62.61 FEET; s mr 8) N 90'00'00 "W A DISTANCE OF 15.90 FEET; ,uo 9) N 47'57'20" W A DISTANCE OF 34.47 FEET; 10) N 81'42'24" W A DISTANCE OF 29.70 FEET; 11) N 49 W A DISTANCE OF 63.13 FEET; 12) N 00'14'47" E A DISTANCE OF 98.17 FEET TO THE POINT OF BEGINNING; LOT 1 REFERENCE SCALE 1" =800' 1) THIS IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT. 2 THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JEHN ENGINEERING, I C. TO DETERMINE OWNERSHIP OF THIS TRACT OR TO VERIFY THE DESCRIPTION HEREON, OR THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR EASEMENTS OF RECORD. 4) ADJACENT TO THE BUILDING ARE 20 REGULAR PARKING SPACES AND 1 HAND] —CAP PARKING SPACE. 5� NOTICED THAT THIS IS A VERY BUSY MAIL BOX DROP OFF POINT AND SHOULD B CONSIDERED IN THE PLANNING OF THIS AREA AS A STAGING AREA. ileHN ENGINEERING J 5690 WEBSTER STREET ARVADA, CC 80002 PH. (303) 423 -6036 FAX (303) 467 -9438 CITY OF WHEAT RIDGE CERTIFICATE OF WATER AND SEWER SERVICE AVAILABILITY Note to Applicant; A building permit will not be issued without this Certificate signed by the District or Agency supplying services. This Certificate expires one year from date of gpproval ' by authorizing agent. 3490 YOUNGFIELD STREET 11/04/2010 Job Address Date A PARCEL OF LAND BEING A PORTION OF LOT 1 APPLEWOOD VILLAGE SHOPPIr, CENSE SUB Legal Description BANK T7se of Building brtthixa( t""df-,co Telephone SEWER Name ofDistrict: %t clad Rlrin divldual Septic Permit No. Oewer Service Available () Sewer Service Not Available Comments or Conditions:- 5P ,*,r S(? rvi Cp _ i5_ C ut i �n b u B C ho co" �ia,tt c WATER " Name of District: THE CONSOLIDATED MUTUAL WATER C OCoIorado WellPermitNo. - (1) Water Service Available { } Water Service Not Available Comments or Conditions: WATER SERVICE US AVAILABLE SUBJECT TO COMPLIANCE WIT • THE COMPANY'S RULES REGULATION & REQUIREMENTS F OR SUCH.SERVICE. I h t certify that availabili f servic is as indicated above. () j� i r.L..c U4t�t lll�i m / Signagre ofAuthorized Agent Date Jefferson County Health Departmdat (IF WELL) Authorized Signature Date - Jefferson County Health Department (IF SEPTIC) Authorized Signature Date r � � f City Of � �Wheatfi c - PUBLIC WORKS APPLICATION FOR MINOR GRADING /FILL PERMIT APPLICANTS NAME: _ -JLVI ni 6":� µ C- a' i ej APPLICANT'S ADDRESS: 55x-0 �E • Acu'� - Dtny LO ADDRESS OF FILL: DATE OF APPLICATION: lJo� atu ba.— `� f zo l O All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by the respective individual(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article III, Specified Nuisances, Section 15 -16 (4) of the City of Wheat Ridge Code of Laws. MINOR GR ADING. EXCAVATION. AND FILL PERMITS 1. 1 -50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or ,otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. d 2. 51 -500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 ',cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and structures on the site. B. Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run -off will be maintained on and through the site. D. Cross - section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. 3. 501- 10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards, but does not exceed 10,000 cubic yards, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1:20) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of areas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). E. Location of existing and proposed points of ingress. F. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. L At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. I A drainage report may be required if site runoff characteristics are changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within thirty (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer, B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15 -4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 1:\ FORMS& LETTERS\ APPS &PEM SW.L Grading &Fill N.itdx 2 Rev 03 /08 Page 1 of 1 Jennifer McDaniel From: Dave Brossman [dbrossman @ci.wheatridge.co.us] Sent: Friday, November 12, 2010 8:36 AM To: Jennifer McDaniel Cc: Meredith Reckert Subject: RE: 3490 Youngfield St. - Applewood Shopping Center Attachments: image006.1pg; image005.jpg Jennifer — Public Works will not require any traffic information as long as the traffic circulation pattern remains the same (no re- configuration of curb -cuts, drive aisles, etc.). If this remains the case, then the statement from the Planning Department is correct. The use is essentially the same as the bank that was there prior, but we of course always reserve the right to require further information until we have reviewed the building permit construction plans. But based on what I saw on the FDP set, at this point I don't believe we will require any traffic info. Please let me know if I may be of further assistance in this matter. David F. Brossman, P.L.S. Development Review Engineer /City Surveyor Office and Fax: 303 - 235 -2564 City Of whcal_ t URLIC WORKS From: Jennifer McDaniel [ mailto: JMcDaniel @kenneyarchitects.com] Sent: Thursday, November 11, 2010 10:27 AM To: Dave Brossman Subject: 3490 Youngfield St. - Applewood Shopping Center Good morning Mr. Brossman, I'm anticipating bringing our plans in for building permit review today for the news Wells Fargo branch and had a quick question for you. The planning department did not see any need for a traffic impact study for the FDP review nor for this review. However, I wanted to confirm that public works would not find it necessary either since the building will be replacing an existing bank in an existing shopping center. Would you agree? Thank you, Jennifer W. McDaniel, AIA, NCARB, LEED AP Project Manager M" A 303.694.2445 (p) 303.290.8115 (f) Kenney Architects, P.C. 5570 East Yale Ave. Denver, CO 80222 11/15/2010 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards $23.50 $37.00 10lto 1000 cubic yards for the first 100 cy $37.00 plus for each additional 100 cy or fraction thereof cy X $17.50 /100cy 1001 to 10,000 cubic yards for the first 1000 cubic yards $194.50 plus, for each additional 1000 cy or fraction thereof cy X $14.50 /1K cy Total Cubic Yards = 1 s® TOTAL Amount= $ .;q • ` *Wheat Ridge Code of Laws Section 5 -76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26 -1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26 -801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB SITE. APPLICANT CITY OF WHEAT RIDGE L ill —, Appli ant's Signature City Engineer Owner's Signature (if different than above) Approval Date J:\FOR S& LETTERS\ APPS &PE S\MinmG diu &Fill Pemitdm 3 Rev03 /08 The items listed below are hereby incorporated into the Construction Documents for the project listed above. Descriptions of A.S.I. items are general in nature and are not intended to describe every affected component of the project. It is the exclusive responsibility of the Contractor to coordinate work described so as to assure complete and finished construction without causing adverse consequences to other requirements of the contract. CIVIL DRAWINGS CE100 1.1 Relocated Grading & Erosion Control Notes to new sheet CE100A 1.1 Added sheet to show Erosion Control Details per City of Wheat Ridge request STRUCTURAL DRAWINGS SF201 1.1 W12x35 column at grids 5.3 & F moved 1' -0" to the East to accommodate a roof drain. SF402 1.1 Detail 429 revised to combine brick lintel angle with the wall opening header for openings 0' -0" to 4' -0" wide. SF403 1.1 Detail 444 revised to combine brick lintel angle with the wall opening header for openings 0' -0" to 4' -0" wide. 1.2 Detail 446 revised to specify a spacing of the tube -steel awning frames for the larger front -entry awning 1.3 Detail 447 added to provide detailing of the ATM canopy structure. ARCHITECTURAL DRAWINGS AS100 1.1 Details 6 & 7 have been added to the sheet showing the new drive up ATM canopy design. This was previously referenced in Keynote #03 in terms of an allowance. AE101 1.1 Refer to the floor plan to see the relocation of one of the fire extinguishers, due to furniture reconfiguration under keynote #2. 1.2 Refer to the floor plan to see the addition of several desired TV connection points under keynote #3. 1.3 Refer to the floor plan to see the locations for the automatic door opener push buttons under keynote #6. ASI #01 y „ Z 1.4 Refer to the �,loor plan t / isee the updated drinking fountain location' and associated plumbing ,wall dimensions. This also brought about the reduction in the coat closet and elimination of Door 111D. 1.5 Refer to the floor plan to see the increased room width at Workroom 104. 1 sy ",^ ae :3H � I an f e e rr .atWof d „R9 1.6” Refer to the"11oor pl to see elimination ofo 114A and a new wall opening. F3 � , , " .hi 1.7 Refer to the floor plan td see the shifting of door 116. AE102 1.1 Refer to the code plan to see Ahe'relocationlof one of the fire extinguishers, due to furniture reconfiguration. a . 1.2., Refer to the code plan to see the relocation of the drinking fountain and the addition of the second head for astanding person.' 1.1 Refer to the equipment plan for the additionof the recycling bin —this is needed for LE E D documentation. AE103 1.1 Refer to the reflected ceiling plan for the updated lighting layout in Conference 101, including the addition of a new decorative pendant. 1.2 Refer to the reflected ceiling plan for the updates to the lobby and Officers 103 layout and their associated lighting. 1.3 Note the addition of soffits over all upper cabinet millwork. 1.4 Refer to the reflected ceiling plan for modifications at the new drinking fountain alcove and neighboring closet. 1.5 Note the increased ceiling height at Corridor 111 & Break 110.. 1.6 Note the elimination of two 2x4 fixtures to the south of the Safe Deposit Vault 105 and the shifting of the remaining two. AE104 1.1 Detail 5 has been added for clarification of the roof to tower transition. 1.2 Refer to Detail 2 for the addition of waterproofing items. 1.3 Refer to Detail 4 for a note clarification. AE201 1.1 Refer to the general notes for the new reference to the exterior sconce mounting. The architect would like this to be a discussion with the contractor to review construction options. 1.2 Refer to the material legend for clarification on the exterior sconce mounting height. AE301 1.1 Please note the sections have been modified showing the batt insulation in the ceiling down at the bottom of joist level as noted in Memo #3 during bidding. Again, this is open for discussion if the contractor prefers a different fastening method_ 1.2 Refer to the East -West Section for the addition of access doors in the towers. 4 AE302 1.1 Detail 4 was added to provide clarification for the construction of the pilasters. 1.2 Refer to Detail 2 for updates to insulating the tower. The blown insulation will now be eliminated from the tower level and rigid insulation will be added to go above the main roof deck. AE401 1.1 Note gyp. soffits have been added above all upper cabinets: 1.2 Refer to Details 2 & 3 for revisions to the Break 110 millwork. 1.3 Refer to the Accessory Schedule and Details 7 & 9 for changes to the mirrors. ASI #01 1.4 Refer to the Accessory Schedule for the correct soap dispenser quantity. 1.5 Refer to the Accessory Schedule for the addition of access panels. AE402 1.1 Refer to Detail 4 for the addition of gyp. soffits over the millwork and locks to the cabinets. 1.2 Refer to the Enlarged Plan for clarification on the new drinking fountain alcove and coat closet. AE502 1.1 Please note Detail 7 is no longer in the scope of work. AE601 1.1 Refer to the Door Schedule for several updates to eliminated doors, as well as door and frame types. 1.2 Refer to the General Notes for an additional note about grouting at the vault doors. AE602 1.1 Detail 6 has been added for additional clarification on the pilaster to foundation construction. AF101 1.1 Refer to the Finish Schedule for a clarification to the carpet backing and adhesive. 1.2 Refer to the Finish Schedule for an update to PT -3 to Benjamin Moore Aura. 1.3 Refer to the finish plan for an update to the lobby tile pattern. MECHANICAL. PLUMIBING & ELECTRICAL DRAWINGS See attached narrative ARCHITECTURAL SPECIFICATIONS Section 08 7100 Door Hardware —To be replaced with attached specification Section 10 73 13 Awnings — Under section 2.02 Material, Item B incorrectly lists fabric as the awning material. Please match the architectural drawings and provide standing metal panels as shown. MECHANICAL SPECIFICATIONS Section 15250 Mechanical Insulation — To be replaced with attached specification Section 15971 Direct Digital Control System —To be replaced with attached specification ASI #01 0 December 3, 2010 Jennifer McDaniel Kenney Architects, P.C. 5570 East Yale Ave. Denver, CO 80222 RE: Wells Fargo — Applewood Denovo MEP Project # 10317 Dear Jennifer, Please include the following MEP items with your ASI #1. HVAC: ME101 1. PACKAGE ROOFTOP HEATING AND COOLING UNIT SCHEDULE: Eliminate the Vibration Isolation Curb and Revise note 13 to read "NEW ROOF CURB SHALL MEET THE AEDG INSULATION REQUIREMENTS OF R -6 ". 2. PACKAGED ROOFTOP HEATING AND COOLING UNIT SCHEDULE: Add note 15 to schedule "PROVIDE LOW AMBIENT KIT TO 0 F ". 3. EXHAUST FAN SCHEDULE: Revise note 2 to read "PROVIDE WITH SOLID STATE CONTROLS WITH SPEED CONTROL SWITCH ". 4. EXHAUST FAN SCHEDULE: Add note 6 to schedule "SEE SPECIFICATIONS FOR FAN CONTROLS ". 5. ELECTRIC WALL HEATER SCHEDULE: Change model number for ECUH -1, 2,3 and 4 to SRA -FCTP and add note 2 to the schedule "PROVIDE TAMPER PROOF FRONT COVER ". Plumbing: PL101 1. Plumbing Fixture Schedule: Added Roof drain specification. . 3565 S. Yosemite Street, Denver, CO 80237 • (w).303 936 -1633• (f) 303 - 934-3299 • (e) info @mep- eng.com PL102 1. Added roof drain piping from roof drains to architectural downspouts, including the addition of drawing note #20. 2. DF -1 location has been updated, including piping changes on Domestic Water Riser Diagram and Waste and Vent Isometric Diagram. PL103 1. Added Roof drains. EE101 1. Added fixture types "D3" and "BB" to fixture schedule. 2. Added circuit LI -105 for the Coin Counter. ES101 1. Added (2) type "BB" fixtures for ATM canopy. EP102 1. Added power for the Coin Counter. 2. Added power at the east wall of the Break Room for the microwave. EL101 1. Revised lighting layout in the Conference Rm 101, south edge and east section of the Officer 103, Lobby 102, and ATM 116. 2. Added occupancy sensors for ATM 116 and Janitor 109. 3. Updated Comcheck and AEDG Compliance to account for the reduction in fixture counts. Specifications 1. Section 15250 Mechanical Insulation 3.06.B: increase the Concealed Round Supply Duct insulation Type A insulation to 2" (min. R -6). 2. Section 15971 Direct Digital Controls 1.02.C: revise to read "Wiring: Per requirements of NEC and Division 16. All control wiring shall be plenum rated. If control wiring is run in the same box with high voltage wiring, the control wiring voltage insulation ratings must meet or exceed the highest voltage in box. -3565 S. Yosemite St., Denver, Colorado •.(w)303 936 - 1633•.0 303- 934 -3299 • (e) info@mep- eng.com. 0 Sincerely, MEP ENGINEERING, INC. Karena Broman- Ballas Mechanical Project Engineer John Palmer Plumbing Project Engineer Mardi Salazar Electrical Project Engineer 3565 S. Yosemite St., Denver, Colorado • (w) 303 936 -1633• (f) 303 - 934 -3299 • (e) info @mep- mg.com KENNEY ARCHITECTS, P.C. Architects Supplementary Information (AS]) - #02 PROJECT: Wells Fargo Applewood PROJECT #: DATE: 01.24.10 CLIENT PM: ARCH PM: Jennifer McDaniel A1605 Lori Smith, Wells Fargo GC PM: Kevin Mahoney, Warier Construction The items listed below are hereby incorporated into the Construction Documents for the project listed above. Descriptions of A.S.I. items are general in nature and are not intended to describe every affected component of the project. It is the exclusive responsibility of the Contractor to coordinate work described so as to assure complete and finished construction without causing adverse consequences to other requirements of the contract. STRUCTURAL DRAWINGS SF201 2.1 Correction to section callout at vault doors ARCHITECTURAL DRAWINGS AE101 2.1 Refer to partition types 3 -5 for corrections to the interior vault assembly. 2.2 Refer to number 12 of the General Notes for the inclusion of occupancy signage and applicable code reference. 2.3 Refer to the floor plan for updated dimensions at the Safe Deposit Vault & Workroom 104. AE104 2.1 Refer to Detail 3 for addition of snow retention at the tower roofs. 2.2 Refer to Detail 4 for a clarification note on the roof drain height. AE302 2.1 Refer to Detail 2 for the addition of snow retention at the awnings. AE401 2.1 Refer to the Enlarged Plan — Southeast Corner for updated dimensions at the Vault. AF101 2.1 Refer to the Finish Schedule for a clarification to AP -1. MECHANICAL, PLUMBING, & ELECTRICAL DRAWINGS ME103 2.1 Revise General Note 4. to read: "RE: PLUMBING FOR GAS PIPING TO EACH ROOF TOP U NIT AND GAS PIPING PAINTING. RE: PLUMBING SPECIFICAITONS FOR GAS PIPING TESTING. ". 2.2 Add General Note 6. "APPROXIMATELY 5' -0" HIGH PARAPET PROVIDED AROUND ENTIRE ROOF." ASI #02 1 ME104 2.1 Add note 3) to AIR DEVICE DIAGRAM, "DIFFUSERS TO BE ATTACHED TO THE CEILING /GRID." PL303 2.1 Included calculation to justify roof drain sizing. 2.2 Added note to paint gas piping. EE101 2.1 Fixture schedule adjusted to reflect dimmable ballasts for all fixtures on daylight sensors. ES101 2.1 Based on Photometric study type CC fixture changed to single head fixture and one location removed. ES102 2.1 Photometric study added. ES103 2.1 Fixture cut sheets /schedule added. EL101 2.1 Fixture type in Vault updated to reflect change in ballast of other fixtures on the plan. 2.2 Daylight /occupany sensor specifications updated based on submittal requests from client. 2.3 Lighting contactor detail added based on input /submittal requests from client. ASI #02 2 4`41/1 Ll Ready Mixed Concrete Company Quotation Customer: B &D FOUNDATIONS Attention: RYAN Phone: Fax: Email: Date: JANUARY 21, 2011 Projeet: FREIGHT BUILDING Address: 3505 RINGSBY CT.. City: DENVER MIXED PSI W/C . RATIO ' SLUMP AIR USAGE /COMMENTS PRICE 19502 3000 Extra Sack of Cement 3 -5" 5 -7% FOOTINGS $65.20 19606 4000 0.50 3 -5" 1-4% EXTERIOR SLABS $68.85 Additions Calcium Chloride I% per cubic yard $3.50 Color Color is an additional cost and is not included in the unitprice ofconcrete mixes Environmental Fee Per cubic yard, included in bid price $1.50 Extra Sack of Cement Per sack (941bs.) $9.00 Fibermesh 1.5 #'s per cubic yard $8.00 Fuel Surcharge N/A UPTO $3.50 Minimum Load — 2 CY Per cubic yard of unused truck capacity up to 6 yards $12.50 .Non - Chloride Accelerator 1% per cubic yard $7.00 Plant Opening Fee — Mon to Sat Per Opening, outside normal business hours .$2000.00 Plant Opening Fee— Sunday Per Opening $3500.00 Price Escalator N/A Price Expiration 6/30/2011 Saturday Charge Per cubic yard $5.00 ' Wait Time Per minute exceeding ordered rate. $1.50 Not responsible for concrete temperatures beyond the scope of conventional heating and cooling. ♦. Prices are based on approximate total yardage of: cubic yards. ♦ Additional surcharges for energy and cement may be implemented. ♦ Supply and delivery will be determined by cement availability. ♦ Notification of award must be received by FEBRUARY 20, 2010 ♦ Prices are subject to change based on mix design changes. ♦ Prices quoted are F.O.B. Jobsite Address. ♦ Above prices do not include sales tax. ♦ See attached terms and conditions. Thank you for the opportunity to offer our products and services. Submitted By: Mike Yale Accepted By: Sales Associate Direct: 303.383.6436 Fax: 866.953.4603 Cell: 720.939.3077 Email: mike.yale@boral.com 4395 Washington St. I Denver I CO 80216 1 Main 303.292.1771 Fax 866.953.4603 www.concretecolorado.com LETTER OF TRANSMITTAL TO: Melissa Mackey City of Wheat Ridge Phone: 303.235.2&W We Are Sending You: ® Attached ❑ Separate via ❑ Shop drawings ® Prints ❑ Copy of letter ❑ Change order DATE 01.27.11 JOB NO. A1605 ATTENTION RE: Wells Fargo Applewood DeNovo ❑ Plans ❑ Other ❑ Samples the following items ❑ Specifications COPIES DATE NO. DESCRIPTION 2 01,24.11 Approved as submitted A 2 01.24.11 For your use ASI #I & A I #2 Stamped Drawin Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review ❑ ❑ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ® For review ❑ ❑ FORBIDS DUE 20 ❑ PRINT RETURNED AFTER LOAN TO US i cwar" Hi Melissa_ Here are the two conies of undated drawings. I've only included the sheets that received revisions and left them loose in case we need to incorporate them into your existing set. Please let me know if you need anything else. Thank voul SIGNED Jennifer McDaniel If enclosures are not as noted, kindly notes us at once. City of Wheat Ridge 7500 W. 29" Ave. Wheat Ridge, CO 80033 Attn: Meredith Reckert Re: Applewood Village Shopping Center 3400 Youngfield Street, Wheat Ridge, CO Ms. Reckert, Please accept this letter as authorization for Kenney Architects, PC, (Architect) to act as a agent of Wells Fargo (Tenant) and US Retail Partners, LLC (Owner) for the purpose of submitting document to the City of Wheat Ridge as it relates to the proposed site improvements. Please feel free to contact me if you have any questions or if I can be of further assistance. Regency Centers Corp 8480 F. Orchard Road, Suite 6900 Greenwood Village, CO 80111 P: 303 -300 -5300 i onbeer(o)regencycenters. com 0 8480 EAST ORCHARD ROAD, SUITE 6900 . GREENWOOD VILLAGE, CO 80111 . 303:300.5300 . 888.920.9500 . FAX: 303.691.6905 . REGENCYCENTERS COM November 09, 2010 Dave Brossman City of Wheat Ridge Public Works 7500 W.29 th Ave. Wheat Ridge, CO 80033 303.235.2864 Dear Mr. Brossman, On behalf of Wells Fargo Bank, I would respectfully like to submit the following application for a 51- 500 cubic yards Grading /Fill permit for the address of 3490 Youngfield St., Wheat Ridge, CO 80033. Our civil engineer, Mr. Gary Yoshimura, already met with you to discuss the minimal nature of our excavation. Per your discussion, we are submitting the following narrative, as requested, in order to fulfill the checklist requirements of the application. 2. 51 -500 Cubic Yards A. Location and dimensions of all property boundaries and structures on the site. The property boundaries are internal to the overall Applewood Shopping Center boundary. The boundary is indicated by a heavy dashed line on sheet 2 of 4 of "Village Shopping Center Planned Commercial Development -Final Development Plan #8, Wells Fargo Bank at Applewood Shopping Center ". There is a single existing structure on the site which is the old Wachovia Bank Building and which will be demolished. The proposed bank indicated on the FDP has a slightly larger footprint. B. Location and extent of areas to be filled and /or excavated. There will be minor excavation required for the demolition of the existing structure as well as excavation for construction of the new structure. In addition, very minor grading will be required in the landscaped areas to accommodate the new building. C. Location of existing and proposed drainageways, irrigation ditches, etc. and indication of how and where historic run -off will be maintained on and through the site. There are no existing or proposed drainage ways, irrigation ditches, etc. on the existing site. Currently the site drains overland to the parking lot where it is picked up by sheet flow. The existing building has a roof drain concrete channel which funnels water into the parking lot as well. The proposed roof drains will be collected in a drywell for the new building which will percolate the water into the substratum. Any overflow from the drywell will flow into the existing parking lot. The total amount of stormwater released onto the existing parking lot will be less than currently exists. D. Cross - section areas to be filled and /or excavated indicating original slope, new slope and depth of fill. As per your discussion with Mr. Yoshimura, this was deemed not to be necessary as the proposed grading will be very minor. ARCHITECTURE ■ PLANNING ■ INTERIOR DESIGN ■ FACILTIES MANAGEMENT SERVICES 5570 EAST YALE AVENUE a DENVER, COLORADO 80222 (303) 694 -2445 ® FAX(303)290-8115 E. Statement that indicates the proposed use or purpose for said fill or excavation. With the exception of excavation for the existing building demolition and construction of the new building, the proposed use, or purpose of, said fill and excavation will be minor grading to modify the existing parking and landscaping to accommodate the new building. F. Relative elevation of adjacent properties. As per your discussion with Mr. Yoshimura, this was deemed not to be necessary. The new building will have a finished floor elevation quite similar to the existing structure, and the area between the new building and the adjacent property will be replaced to the same lines and grades as currently exist. G. Erosion control plan showing placement of control devices such as hay bales, etc. Since this is a site internal to the shopping center, erosion control devices will be minimal. There will be a construction fence to contain construction activities. There will also be vehicle tracking control with wheel wash as well as concrete wash area so vehicles will leave the site clean. There will not be a need for silt fence as the runoff will be contained within the construction fence which will have a lower elevation than the surrounding parking. We will strictly control vehicle tracking off of the site to ensure absolutely no mud or debris is deposited on Youngfield, which is the closest public right of way. As this is some distance away and will be controlled, no hay bales will be required for inlet protection. This is delineated in the civil drawings submitted for building permit. If you have any questions, or feel you need anything else, please free to contact me at any time. We appreciate your time and effort Sincerely, Jennifer McDaniel, AIA J McGlamery Structural Group, Inc. CONSULTING STRUCTURAL ENGINEERS 3734 Osage Street Denver, CO 80211 Ph: 303.455.8988 Fax: 303.455.8446 STRUCTURAL CALCULATIONS Wells Fargo Bank Wheat Ridge, CO Prepared For Kenney Architects 5570 East Yale Avenue Denver, CO MSG Project No. 10 -097 Date: 10/29/10 0. 0 C' /7`y s`£ /7- Table of Contents Section 1 Framing Section 2 Lateral Analysis, Section 3 Foundations NHEA? G Whe t Ridge k gilding Department pw oved MIMING OFFICIAL DATE Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not be a permit 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. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. p , .S Date: Sig Plan checker Framing THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER, COLORADO 80211 Ph. (303) 455.8988 Fax (303) 455 -8446 SHEET NO. OF CALCULATED BY ---- DATE CHECKED BV DATE I mouuci wcs �ama�e anens�zm -i iraooeo� `'tYof � Q UICK CODES .6 Wheat �d e CommuNITY DEVELOPMENT The Building Division is currently operating under the following codes: 2006 International Building Code 2003 International Property Maintenance Code 2006 International Mechanical Code 2006 International Energy Conservation Code 2006 International Plumbing Code - 2006 International Fire Code 2006 International Residential Code 2006 International Fuel Gas Code 2005 National Electrical Code NFPA 99 Standards for Health Care Facilities, 2005 Edition Uniform Code for the Abatement of Dangerous Buildings, 1997 Edition Attic Access: 22" X 30 Crawl Space Access: 18" X 24" Drywall: Screws: 12" on ceilings Nails: 7" on ceilings 16" on walls framed 16" on center 8" on walls 12" on walls framed 24" on center Frost Level: 36" below grade Snow Load: 30 Lbs. Sq. Ft. Wind Load: 100 MPH 3- second wind gust Exposure: C Seismic Zone: B Insulation: R -19 walls R -38 ceilings R -19 crawlspaces Space Heating System — Replacements: Gas Furnaces 80% AFUE Gas Boilers 80% AFUE New Construction: Gas Furnaces 90% AFUE Gas Boilers 90% AFUE Ducts: Non - Conditioned Space R -5 Outside Building R -8 Water Heaters: High & Low combustion air ducting is required at a rate of 1 sq. in. per 2000 BTUs Arc Fault: Required in Bedrooms Attic /Crawl Space Venting: 1 Sq. Ft. of vent per 150 Sq. Ft of space vented Vapor Barrier: Required under all slabs under habitable space Roofing: Ice and Water shield two (2) feet in from exterior wall (eaves) 6 nails per shingle required 2 layers allowed, must tear off all layers if doing any tear -off . - s y BO 002ior add�tfona{ utF�ments Flat Work: Minimum 4" depth for all residential work Foundation Standards: Engineered design and inspection required by engineer of record. Windows: All new windows shall meet egress except windows in existing basement bedrooms (5.7 Sq Ft. of openable spaced Window height from floor to openable area on window max height is 44'. AI( existing wlndC shal(comply wtt> F oltY BD 10_003@. Bedroom Occupancy: 70 Sq. Ft. Minimum. At 70 Sq. Ft. 1 person allowed in a room; will need additional 50 Sq. Ft. for each additional person. Rev. 8/10 Company: McGlamery Structural Group JOB TITLE Wells Far go - -` Address: 3734 Osage St City, State: Denver, CO 80211 JOB NO. 10- - 097 SHEET NO. Phone: 330 - 455 -8988 CALCULATED BY JE DATE _ CHECKED BY SM DATE www.struivai Code Search I. Code: International Building Code 2006 II. Occupancy: Occupancy Group= B Business III. Type of Construction: - Fire Rating: Roof= 0.0 hr Floor= 0.0 hr IV. Live Loads: Roof angle (0) 0,00/12 0.0 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Awnings and canopys 5 psf Floor 50 psf Stairs & Exitways 100 psf Balcony / Deck 100 psf Mechanical N/A Partitions 15 psf V. Wind Loads : ASCE 7 - 05 Importance Factor 1.00 Basic Wind speed 100 mph Directionality (Kd) 0.85 - Mean Roof Ht (h) 16.0 ft Parapet in above grd 22.0 ft Exposure Category B Enclosure Classif. Enclosed Building Internal pressure +/ -0.18 I� Building length (L) 85.0 ft V(Z) Least width (B) 85.0 ft - l Kh case 1 0.701 Speed-up Kh case 0.585 1z1 1 1 x(uptwind) x(downwind) Topoograohic Factor . (Kzt) a r,'' ' �` HJ7H TopographyFlat _ Hill Height (H) 80.0 ft ,.�.,.. Lh H)2 Half Hill Length (Lh) 100.0 ft' Actual H /Lh = 0.80 ESCARPMENT Use H /Lh =. 0.50 Modified Lh = 160.0 ft .. V( From top of crest: x= 50.0 ft Z Bldg up /down wind? downwind Speed -up H /Lh= 0.50 K, = 0.000 V(z) ' x(upwind) - 7 * - downwind x x( downwind) x/Lh = 0.31 K = 0.792 H/2 H z/Lh = 0.10 K = 1.000 Lh At Mean Roof Ht Kzt =(I +K,K ^2 1.000 2D RIDGE or 3D AXISYMMETRICAL HILL Company: McGlamery Structural Group Address: 3734 Osage St City, State: Denver, CO 80211 Phone: 330 -455 -8988 V. Wind Loads -cont Gust Effect Factor h = 16.0 ft use this h : 16.0 ft B = 85.0 ft Calculated /z = 30.0 ft Use this /z : 30.0 ft Rigid Structure /s = 0.33 1= 320 It zmin = 30 ft c = 0.30 ge, g,. = 3.4 L,= 310.0 ft Q= 0.87 I� = 0.30 G= 0.85 use G =0.85 JOB TITLE Wells JOB NO. 10 = 097 CALCULATED BY JE CHECKED BY SM .T NO. DATE DATE Flexible structure if natural frequency < I Hz (T> I second). However, rule of thumb if building is if h/B < 4 then rigid structure. h/B = 0.19 1 Therefore, probably rigid structure G= 0.85. Using rigid structure default Flexible or Dvnamicallv Sensitive Structure Natural Frequency (n,) = 0.0 Hz Damping ratio (0) = 0 /b = 0.45 /a = 0.25 vz = 64.4 N, = 0.00 R„ = 0.000 R,, = 28.282 q = 0.000 R = 28.282 >1= 0.000 R = 28.282 rl = 0.000 gR = 0.000 R = 0.000 G = 0.000 h = 16.0 ft Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao ? 0.8Ag Test for Partially Enclosed Building: Input Test An 0.0sf - Ao 2! LlAoi YES Ag 0 0 sf Ao 4'/0.0lAgj NO Aoi 0.0 sf Aoi / Agi <_ 0.201 NO Building is NOT Partially Enclosed. Agi 0.0 sf Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: An > smaller of Tor 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi =.the sum of the areas of openings in the building envelope (walls and roof) not including An. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned , the internal.. pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 of Ri = 1.00 Altitude adiustment to constant 0.00256: Altitude = 5280 feet Average Air Density = 0.0653 Ibinme Constant= 0.002187 / / Company: McGlamery Structural Group _• Address: 3734 Osage St City, State: Denver, CO 80211 Phone: 330 -455 -8988 JOB TITLE Wells I JOB NO. 1 -097 CALCULATED BY X - CHECKED BY SM SHEET NO. DATE DATE V. Wind Loads - MWFRS h560' (Low -rise Buildings) Enclosed /partially enclosed only ,�j t- 7.f177F..losrnf 3 y am/ 3 �3 r \�jn 3y :�s�r:•:. 6 } L. =� lE �3FIlTD D IP.FC fICRT PEATE1nA4UI.A.E. YOSS38 Transverse Direction Kz =Kh= 0.70 (easel) Base pressure (qh) = 13.0 psf GCpi = +/ -0.18 FP.EP.LLFL TO � � v Longitudinal Direction Edge Strip (a) End Zone (2a) Zone 2 length = Torsional loads are 25% of zones 1 -4. See code for loading diagram 6.4 ft 12.8 ft 40.0 ft Wind Surface pressures (nsD 1 Transverse Direction Longitudinal Direction Parapet 2 Perpendicular 0 = 0.0 deg Parallel 0 = 0.0 deg 3 Surface GCpf w/ -GCpi w/ +GCpi GCpf w/ -GCpi w/ +GCpi 5 1 0.40 0.58 0.22 0.40 0.58 0.22 IE 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3E 3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 psf 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 I E 0.61 0.79 0.43 0.61 0.79 0.43 2E -1.07 - -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 Wind Surface pressures (nsD 1 7.6 2.9 7.6 2.9 Parapet 2 -6.6 -11.3 -6.6 -11.3. 19.5 psf 3 -2.5 -7.2 -2.5 -7.2 (GCpn = -1.0 4 -1.4 -6.1 -1.4 -6.1 toL) 5 -3.5 -8.2 -3.5 -8.2 9.0 psf 6 -3.5 -8.2 -3.5 -8.2 IV A IE 10.3 5.6 10.3 5.6 Roof 2E -11:6 -16.3 -11.6 -16.3 3E -4.6 -9.2 -4.6 -9.2 4E -3.3 -7.9 -3.3 -7.9 WINCIWA Windward roof overhangs: 8.9 psf (upward). add to windward Ovuu -le-x9 a 4 6 Q] VdJbIDWP.RD ROOP j 1 1 1 1 f�� i.FEWARIJ R(.nF 1! 7 1 1 1 I 1 l 1 IOAL VERTtCkl LONGITDD EL EVP.TIODT TRADTSVERSE ELEVATION roof pressure Parapet Windward parapet: 19.5 psf (GCpn = +1.5) Leeward parapet: -13.0 psf (GCpn = -1.0 Horizontal MWFRS Simple Diaphragm Pressures (psf) Transverse direction .(normal toL) __. _... _.. Interior Zone: Wall 9.0 psf �. Roof End Zone: Wall -4.2 psf 13.5 psf IV A Roof . -7.0 psf P- 2 D Longitudinal direction (parallel to L) Interior Zone: Wall End Zone: Wall 9.0 psf 13.5 I(p g P psf r'- I " � a 4 6 Q] VdJbIDWP.RD ROOP j 1 1 1 1 f�� i.FEWARIJ R(.nF 1! 7 1 1 1 I 1 l 1 IOAL VERTtCkl LONGITDD EL EVP.TIODT TRADTSVERSE ELEVATION Company: McGlamery Structural Group Wind Normal to Ridge (psf) B/L = 1.00 h/L = JOB TITLE W el l s_ Fargo ' .. Address: 3734 Osage St Wind Parallel to Ridge (psf) L/B = 1.00 h/L = 0.19 Cp g w / +q,GC,i w /-g City, State: Denver, CO 80211 Windward Wall (WW) JOB NO. 10-097 NO. Phone: 330 - 455 -8988 see table below CALCULATED BY lE DATE 0.80 7.4 CHECKED BY SM DATE V. Wind Loads - MWFRS all In (Enclosed /partially enclosed only -4.6 Kh (case 2) = 0.59 h = 16.0 ft GCpi = +/ -0.18. Base pressure (q = 10.9 psf ridge ht = 16.0 It G = 0.85 Roof Angle = 0.0 deg L = 85.0 ft qi = qh Roof tributary area - (h /2) *L: 680 sf B = 85.0 8 (10) *B: 680 sf -6.5 -8.4 -4.5 Surface Pressures (psf) &u•face Wind Normal to Ridge (psf) B/L = 1.00 h/L = 0.19 Wind Parallel to Ridge (psf) L/B = 1.00 h/L = 0.19 Cp g w / +q,GC,i w /-g Dist.* Cp g w / +g w /-%GC, Windward Wall (WW) 0.80 7.4 see table below 0.80 7.4 see table below Leeward Wall (LW) -0.50 -4.6 -6.6 -2.7 -0.50 -4.6 -6.6 -2.7 Side Wall (SW) -0.70 -6.5 -8.4 -4.5 -0.70 -6.5 -8.4 -4.5 Leeward Roof (LR) ** Included in windward roof Windward Roof b to h /2* -0.90 -8.3 -10.3 -6.4 0 to h /2* -0.90 -8.3 -10.3 -6.4 h/2 to h* -0.90 -8.3 -10.3 -6.4 h/2 to h* -0.90 -8.3 -10.3 -6.4 h to 2h* -0.50 -4.62 -6.58 -2.67 h to 2h* -0.50 -4.6 -6.6 -2.7 > 2h* -0.30 -2.77 -4.73 -0.82 > 2h* -0.30 -2.8 -4.7 -0.8 *Horizontal distance from windward edge z Kz Kzt 0 to 15' 0.57 1.00 h= 16.0 ft 0.59 1.00 Windward Wall 7.4 5.4 9.4 * *Roof angle < 10 degrees. Therefore, leeward roof is included in windward roof pressure zones. For monoslope roofs, entit e. roof surface is either windward or leeward surface. Combined WW + LW Normal Parallel to Ridge to Ridge 11.9 psf 11.9 psf 12.0 12.0 f - F- �/ 1 g o NOTE: See figure 6 -9 of ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Para et z Kz I Kzt qp (psf) 22.0 ft 0.64 1.00 11.9 -~ .�' Windward parapet: 17 9 psf (GCpn + ) ` Leeward parapet: I 1 9 psf (GCpn 1.0) VNIM PA LL TO RIDGE �SVT r j �- �� f wR i =nv I uwn i'� nnsx:mu>a ff// xrnst.x.+unm:nrimr / c ' &I Np� TO RIDGE WR, / 4 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 80033 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 0.226 (Ss) 1.0 0.058 (31) Period Maximum Sa (sec) (g) 0.2 0.231 (Ss) 1.0 0.058 (S1) Period Minimum Sa (sec) (g) 0.2 0.224 (Ss) 1.0 0.057 (S1) THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER, COLORADO 80211 Ph. (303) 455 -8988 Fax (303) 455 -8446 SHEET NO.— CALCULATED CHECKED BY. scei v FRUO 92H 1(Single Shea( 205-1(PaOWG) ASD STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K- SERIES Based on a 50 ksi Maximum Yield Strength - Loads Shown in Pounds per Linear Foot (pill Joist 18K3 18K4 18K5I 18K6 18K] 18K9 18K10 20K3 20K4 20K5I20K6 20K7 20K9 20K10 22K4 22K5 22K 22K7 K9 22K10 22K11 Approx. Wt. I 6.6 7.2 7.7 8.5 I 9 10.t7l 7.6 8.2 I 8.9 I 9.3 10.8 12.2 8 8.8 9.2 9.7 11.3 12.6 I 13.8 lbs. /k. Span (ft.) 18 550 550 550 550 550 550 550 550 550 550 550 550 19 514 550 550 550 550 550 550 494 523 523 523 523 523 523 20 463 550 550 550 550 550 550 517 550 550 550 550 550 550 423 490 490 490 490 490 490 517 550 550 550 550 550 550 21 420 506 550 550 550 550 550 468 550 550 550 550 550 550 364 426 460 460 460 460 460 453 520 520 520 520 520 520 22 382 460 518 550 550 550 550 426 514 550 550 550 550 550 550 550 550 550 550 550 550 316 370 414 438 438. 438 438 393 461 490 490 490 490 490 548 548 548 548 548 548 548 23 349 420 473 516 550 550 550 389 469 529 550 550 550 550 518 550 550 550 550 550 550 276 323 362 393 418 418 418 344 402 451 468 468 468 468 491 518 518 518 518 518 518 24 320 385 434 473 526 550 550 357 430 485 528 550 550 550 475 536 550 550 550 550 550 242 284 318 345 382 396 396 302 353 396 430 448 448 448 431 483 495 495 495 495 495 25 294 355 400 435 485 550 550 329 391 446 486 541 '550 550 438 493 537 550 550 550 550 214 250 281 305 337 377 377 266 312 350 380 421 426 426 361 427 464 474 474 474 474 26 272 328 369 402 448 538 550 304 366 412 449 500 550 550 404 455 .496 550 550 550 550. 190 222 249 271 299 354 361 236 277 310 337 373 405 405 338 379 411 454 454 454 454 27 252 303 342 372 415 498 550 281 339 382 416 463 550 550 374 422 459 512 550 550 550 169 198 222 241 267 315 347 211 247 277 301 333 389 369 301 337 367 406 432 432 432 28 234 282 318 346 385 463 548 261 315 355 386 430 517 550 348 392 427 475 550 550 550 151 177 199 216 239 282 331 189 221 248 269 298 353 375 270 302 328 364 413 413 413 29 218 263 296 322 359 431 511 243 293 330 360 401 482 550 324 365 398 443 532 550 550 136 159 179 194 215 254 298 170 199 223 242 268 317 359 242 272 295 327 387 399 399 30 203 245 276 301 335 402 .477 227 274 308 336 374 450 533 302 341 371 413 497 550 550 123 144 161 175 194 229 269 153 179 201 218 242 286 336 219 245 266 295 349 385 385 31 1�0? 229 258 281 313 376 446 212 256 289 314 350 421 499 283' 319 347 387 465 550 550 e;Rm` 130 146 158 175 207 243 138 162 182 198 219 259 304 198 222 241 316 368 388 32 k178i 2j5\ 242 264 294 353 41899 ' 240 271 295 328 395 468 265 .299 326 363 436 517 549 '107 „7,18�y 132 144 159 188 221 ,�iPSr 147 165 179 199 235 276 180 201 219 24 287 337 355 33 �a188 ti202w 228'. 248 276 332 393a1'8�q`• 226 254 277 309 371 440 249 281 306 341 410 486 532 1 ,92} $108 „Y721. 131 145 171 201 1'14 c: 134 150 163 181 214 251 164 183 199 221 261 307 334 34 15$ x 233 280 372 370 ° '76 y2 267 .290 349 414 235,� 265 288 327 386 458 516 84. 388, x71 1Q; 0.1 120 132 156 184 tTgS „?f22� E�13 ,'x� 149 .165 195 229 745 ��. 167 182 202 239 260 314 35 1 '178 202 5220' 245 294 349 T166» 2lSO y 228' 246 274 329 390 4 '221 '. ,92483 272 303 364 432 494 X977 ,'ti90 „IKOT, _310 121 143 168 „,t9i's1s;J2i .128 137 151 179 210 137,�;?1�53,: 167 185 219 257 292 36 j4Y '168 °�91 1 2d8i 232 278 330 y �15'7 �y`!3R,2Y'3 232' 259 311 369 F208 �iFR36 ��257 288 344 408 467 171 132 154 �88� i;lP3 n115A .5`125Yi 139 164 193 t,126.,A191,�7fia 5, 169 201 236 269 37 y1 1i48�` X 77;9 y 20 X220; 245 294 349 "A98;"223 ( 271 325 386 442 128 151 178 "'Y�fi,`tt30" 156 185 217 247 38 4 1 i A 1 1�d'F7p �t91�"("2 08; 232 279 337 1 3230 <, - 258 308 366 419 ��a98., N1`. 118 139 164 Z407d t�fl9 1311� 144 170 200 228 I 39 s13S i s �fi1 3"(81 198 314 6220 <265s`. 1"¢78; ' 200 4218: 243 292 347 397 69x ..9$x1 pe.x t29` 151 ' > 133 157 185 211 40 °� 17 78 @' 2 <251 298 3169 190 a207n V231� 12786 330 377 12 % ,7 s' �1 A” t Qa 1 'x 66f uu7.5, X84, y91:. 10.1'e a'N'9 r i 140 91x;,}392 1',111 �i128�1'1dG7171 195 41. ,187 `y161 E {8�c 2204 264' 314 ass v,85 '951 x103 °Y4� r�39s 159 181 42 IY53, 1�3i 7 p V T j BBy 1208 y P62' 298 342 „ 9.d i, fl8 96r 3110'8, ¢,120 148 168 43 966 "165; ��9Z00 240%�� 285 326 `x:82.3; '", 138 157 272 311 44 X139: e 15T X171 ?6197 229`r � ;! 28 / /%' Title : Job # Dsgnr: Date: 11:55PM, 28 OCT 10 Description Scope 580000 rKW- 0602447, Ver 5.8a. 1-Dec-2003 Steel Beam Design Page 1 983 -2003 ENERCALC Endneerina Software wells faro. ecwi Dateela bn Description INTERIOR BEAM General Information Force &Stress Summary Code Ref: AISC stn ASD, 1997 UBC, 2003 IBC, 2003 NFPA 1000 Steel Section : W27X84 Fy 50.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 36.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft End Fixity = Pinned- Pinned, Lu = 5.00ft, LDF = 1.000 Lu : Unbraced Length 5.00 ft DL Distributed Loads Allowable Note! Short Term. Loads Are WIND Loads. " e #1 #2 _ n ,ut #3 #4 #5 #6 #7 DL 1.200 -1.136 in k/ft LL 1.200 Length /DL Defl k /ft ST k/ft Start Location Max. M - ft End Location 380.3 :1 ft Force &Stress Summary Summary Beam OK Static Load Case Governs Stress Using: W27X84 section, Span = 36.00ft, Fy = 50.Oksi End Fixity = Pinned- Pinned, Lu = 5.00ft, LDF = 1.000 + Live Load placed as noted - -» DL Actual Allowable LL LL +ST Moment 402.446 k -ft 585.750 k -ft Max. Deflection -1.136 in fb : Bending Stress 22.673 ksi 33.000 ksi Length /DL Defl 735.7 : 1 fb / Fb 0.687 : 1 k -ft Max. M - Length /(DL +LL Dell) 380.3 :1 Shear 44.716 k 245.732 k Max. M @ Left fv :.Shear Stress 3.639 ksi 20.000 ksi k -ft fv / Fv 0.182 : 1 Force &Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only P Center Center Cants Cants Max. M + 402.45 k -ft 208.05 402.45 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 44.72 k 23.12 44.72 k Shear @ Right 44.72 k 23.12 44.72 k Center Defl. -1.136 in -0.587 -1.136 -1.136 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 .0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 44.72 23.12 44.72 44.72 k - Reaction @ Rt 44.72 23.12 44.72 44.72 k Fa calc'd per Eq. E2 -1, K "L/r < Cc Beam Passes Table B5.1, Fb per Eq. 7 1 -1, Fb = 0.66 Fy " Title : Job # Dsgnr: Date: 11:55PM, 28 OCT 10 Description Scope: Rev: 580000 User :KW- 060244],Ver S8.0, 1-Den-2003 Steel Beam Design Page 2 g (c) 1983 -2003 ENERCALC Engineering Software *. wells tangle .ecrv:Calculations Description INTERIOR BEAM wrww:xvuw uuu s x _ Section Properties W27X84x. Depth 26.710 in Weight 84.24 # /ft e M Web Thick 0.460 in bm 2,850.000 in4 Width 9.960 in lyy 106.000 in4 Flange Thick 0,640 in Sxx 213.000 in3 Area 24.80 in2 Syy 21.200 in3 Rt 2 -490 in R -xx 10.700 in Values for LRFD Design.... R -yy 2.070 in J 2.810 in4 Zx 244.000 in3 CW 17,900.00 in6 Zy 33.200 in3 K 1.563 in t3 THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER, COLORADO 80211 Ph. (303) 455 -8988 Fax (303) 455 -8446 OF DATE DATE SHEET NO.— CALCULATED BY CHECKED BV— uuq ww lSmBie anenvRw�ilnooeol THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER, COLORADO 80211 Ph. (303) 455 -8988 Fax (303) 455 -8446 CALCULATED BY CHECKED BV DATE r r. /P L cu . X Q 0 U a.. ffl Axial and Lateral Load Table Notes 1)- Studs are assumed to be simple span. 2) Axial loads are assumed or pass through the geometric cenfroid of the section, 3) Use S psftables for interior loads. 4) Cella marked with an a, b, e, it e. or meet U720, U600, U480, 0360,11240 or 0120 respectively. Blank cells do not meet 11120. For deflection calculations lateral loads are multiplied by 0.7 per the 2004 AISI Standard for Cold - Formed Steel Framing - Wall Stud Design except for the 5psf load which is considered an interorwall load. 1 48 e ° =metalframlrl9 •COm Tlleplaectostop ... before the building starts!"' { � x'^ ^ ^' •3 3`vt^i"�(F. %9.va 1 '�T�C�.�'.�v��v il � `i3- i9 � µ 1 s{i rvx,�'. -nR " ! ,am t ^t '%}• � t��F v¢���... <N^rc � t1iL �.. �� 'i5"�Y .:u^4"`w3 �'8' Wail Studs Combined A'xi'al and Lateral Load Tables (kipslstud) ° Me b I _ �_ ,dNnd 5 PSF -W:ntl 'i5 hsf {N nd 20 psf _ r_ 9a Gau elks) " "e amd Gau e -ps) ( 0 ?201331 181331- 16(50) 14(50), :12mis, 20(33) 181331 16(50):.141501 12(50) 20(33) It 18(33G 16(501 14(507: 121501 12 1.73a' 2.433 3.583 9.753 -- 1.58 a' 2.293 3.473 4.643 ��- 1.51 a' 2.223 3.413 4583 �� e i , z.i = =,;_;l ll,p = , = SST„ „3„:.1356 a; ' 3,a...,« = i;uplr ,3fi1 « a.. wxi;$6a_ .."'_` 1.4i;,a1_ „213a�= Q$!ta ea5tag,�,;,,,; 24 1,66 a 2,36a 3.52a 4.69a 1.37 a 2.08a 3,30a 4.48a - -- 1.23 a' 1.94. 3.19. 4.37a - -- fiR, «.a2.�;R]II _ 2.�t 3 „'r35fi 3]3 Y53: ..223 342 21S,a�;; „3 452 a j « «.:'.;::: . « 9 16 1.68 a' 2.38 a 3.54 a 4.71 a - 1.43 a 2.15 a 3.35 a 4.52 a -- 1.31 a' 2.03 s 3.25 a 4.43 a -- , ,.„. 32 Ltl i:J9'e` 3083. =.=_4 57. - u_24 A1.62a 282 a'e >'3.44a 4;68'a.:i - 'u 1h- 5arc `eS91a .3:21 a:1 i 12 1.69x' 2.39a 3,54a 4.72a - -- 146 a 2.17a 3.37a 4.54a -- 1.35 at 2.06a 3.283 4,45a 10 vi n is & @a °4455T, M, ,'1203 i4il a 3t6a .:4�a:,4.:.fi:.. «...:, c: ?''I6_j LL1 85a.,2tl_5 AS:WQSia ,�J a'i ` v. �'3 24 1.573' 2.28a 3.45a 4.63a .. 1.12 a' 1.04a 3.10a 4,28a -- 0.90 a 1,62a 2.93a 4,11a - -- 2 66a.,237A<" T52a d3.da:.210 .3Q1 'x3ag _, T3 1a4ca: 3? tmadif _ O 11 16 1.61 a 2.32a 3.49a 4.663 1.25 a' 1.96a 3203 4.3]3 1.07 a' 1JBa 3.05a 4.233 2A= `''1523 h2335-FT. 413. 9:59"a -... Q ? 31.703 '2.76ak 9-.lba „`R'N14 ax 1- 4� T2a 6ilikG i..,. CWN 12 1.63 a 2.34a 3.50. 4.673 1.303' 2.01a 3.243 4.41a 1.14 a' 1.85a 3.ila 4.29a -- 1-318" 12 WW-- ,G a`B:aw „1' 96 ,:3: r$vm.= .,.La ..tix14 .:.1m66:£ .aY,11i� "., 4 f 29 .... �t4_._a: >PV i. E4 2�4;.�, 5.rF. }�T2 ..k.. Flange 24 147 218 337 454a 082 1543 205 403 0513 123 260a 370 aT3»I„?: 1 y a S7a t30@a:. SII 263 yy�ti. z4T.e Q ,� ; ar; ..90 14 16 1.49 a 220a� 3.393 4.563 -- 0.90 o' 1.613 2,60 3 4.08a -- 0.61 a 1.333 267. 3.El 73: P�n~0'b O7 b - A 9i 221s =3'30 4M' n.2 x.A: 343. k.058'.: 3363 „A 4RaZt?;. .09Ha.: ,:4353 255'a23 a: 12 1. 49 a' 2.193 3.38a 455 3 -- 0.90 a' 1.61a 2,69a 4.073 - -- 0.62 a 1.33a 2.66a 3.83a - 16 ..z? 199 g �aa.':,�3Q.@ �A7„gsz E: '`.,'�w 063`zn b33 r? �'4x6fF,ga 3 93.g�y ""v >'..R27hr.E 2'35vi«3a� rw 2==y4 24 1.19x' 1,90a 3.13a 9.313 -- 0.10c' Cl 2,20a 3.37a ... 0,29c 1.7]b 2933 - o v.0 18 3 3. 2 16 1.2]3' 1.953 3.19 i. 4.3fia -- 0.33 c' 16232.3Ha 3.543 - -- 0.59c 2.00b 3.153 3d 2A::r i t 02 a 1 7 2 a 329& 2= ea_SStaQ = ' z ihi .g : ,}y,;, $ � 0.3gsi :J 8ttlxi _'t2 9ua.. 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X245 tz i 32 e2ma33]a -. 6 Ft8a ;R26S.U9]a,- 293 3.73 "6A &30Sa'JiEOa2FSa� 2a 5 6.7J0S6;a= 12 2.38 a' 3.33a 5.42a ].233 11.31n 2.16.' 3.12a 5.23a ].04a 11.14a 2.05 a' 3.01. 5.13a 6.94. 17.05. 9 ..L Q ,�.�. d fY=.$_:: 1h 39.3... =r at., 20,;e ;jfl 2§ ;,2rt15 " i 303 II3: - 63A"a- t>{IS ,y Sll r, _¢4 5"fltl„a, TR6$1 � MM t 4.94a 24 - 2.2]3' 3.223 5.333 ].133 iL22a 183 a' 2]93 6 10.87a 1,61 a 2.58a 4.75a 6.56a 10.70a " .leW_2_ #2es aC x33 5 ilk. ,,Z�O,ig." t -29s. 9,088. i903a A 8,`i'= G9Ma''Ew4fi; -IMAM W'd i v03,ah .«ia..BA� LJ, 10 16 2.31 a 3.26a 5.36a 7.16a 11.253 1.94 a 2.90a 5.03a 8.84a 10.96a 1.76a' 2.72a 4.87a 668a 10.01 a' 02A df.!222,W.� :'J t�7=a .: $28'3= X08 ai .11'18"32 462 a_ 633 79ia3!Y6i60a- 11tl,74`S " " A03n.`2:371d' +'�.''A - 16?3T. :.t.1f134:ai. 12 2.32 a' 3.27a 5.37a 7.183 it26a 198 a' 2.94a 5.07a 6.883 10.99. 1.82 a' 2.783 4.92. 6.733 10.85.' eu d.: P V-� {]3 .�. ,.+'�;�Y,i 1i•�.S;:l�','.,: f4. ? �.qOS§ Yffl ir.�t. &_ CSJ 24 2.15 a' 3.113 5.223 7.03a 11.12a 1.49.' 2.46. 4.633 6.443 10.59a 1.17 a 2.14. 4.343 6.1aa 10.32. ��11'v Y6. 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Blank cells do not meet 11120. For deflection calculations lateral loads are multiplied by 0.7 per the 2004 AISI Standard for Cold - Formed Steel Framing - Wall Stud Design except for the 5psf load which is considered an interorwall load. 1 48 e ° =metalframlrl9 •COm Tlleplaectostop ... before the building starts!"' Title : Dsgnr: Description Scope: Job # Date: 12:OOAM, 29 OCT 10 User: KW 0602447, Ver5801Dec -2003 Steel Beam Design Page 1 (c)1983200 CALCEngineering SoMvare wells fargo.ecw: Calculations rR Description beam under tower support column (small span) General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Ll Steel Section : W21X57 Maximum - a Fy 50.00ksi Static Load Case Governs Stress Pinned - Pinned Load Duration Factor 1.00 Center Span 35.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Allowable Lu : Unbraced Length 0.00 ft Moment 98.912 k -ft Distributed Loads Max. Deflection -- Note! Short Term Loads Are WIND Loads. , #1 - #2 „ #3 #4 #5 �. ._ . #6 #7 .• ,m DL 0.270 fb / Fb 0.324 : 1 - k/ft LL 0.150 0.000 in k/ft ST Length /(DL +LL Defl) k/ft Start Location - 170.586 k -ft End Location fv : Shear Stress 1.193 ksi ft Point Loads -1, K'L/r < Cc Note! Short Term Loads Are WIND Loads. it uv FS #1 #2 !4_ w #3 #4 #5 #6 #7 Dead Load 1.500 k Live Load 1.700 k Short Term k Location 20.000 ft Summary DL Beam OK Maximum Only Static Load Case Governs Stress Using: W21X57 section, Span = 35.00ft, Fy = 50.Oksi Max. M - 0.000 0.000 End Fixity = Pinned- Pinned, Lu = O.00ft, LDF = 1.000 0.000 0.000 Max. M @ Right Actual Allowable Shear @ Left 9.71 k Moment 98.912 k -ft 305.250 k -ft Max. Deflection -0.616 in fb : Bending Stress 10.693 ksi 33.000 ksi Length /DL Defl 1,073.1 - 1 fb / Fb 0.324 : 1 0.000 Right Cant Defl 0.000 in 0.000 ...Query Defl @ Length /(DL +LL Defl) 682.1 :1 Shear 10.171 k 170.586 k 6.36 Reaction @ Rt fv : Shear Stress 1.193 ksi 20.000 ksi Fa calc'd per Eq. E2 -1, K'L/r < Cc fv / Fv 0.060 : 1 I Beam Passes Table B5. I. Fb per Eq. F1 -1, Fb = 0.66 Fy Force & Stress <<-- These columns are Dead + Live Load I LL LL +ST LL (oil Center Coil Center Cants 98.91 9.71 DL 10.17 Maximum Only Max.. M + 98.91 k -ft 61.91 Max. M - 0.000 0.000 Max. M @ Left 0.000 0.000 Max. M @ Right 0.000 0.000 Shear @ Left 9.71 k 6.36 .Shear @ Right 10.17 k 6.57 Center Deft. -0.616 in -0.391 Left Cant Defl 0.000 in 0.000 Right Cant Defl 0.000 in 0.000 ...Query Defl @ 0.000 ft 0.000 Reaction @ Left 9.71 6.36 Reaction @ Rt 10.17 6.57 Fa calc'd per Eq. E2 -1, K'L/r < Cc I Beam Passes Table B5. I. Fb per Eq. F1 -1, Fb = 0.66 Fy <<-- These columns are Dead + Live Load I LL LL +ST LL (oil Center Coil Center Cants 98.91 9.71 10.17 -0.616 -0.616 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -. 0.000 0.000 9.71 9.71 10.17 10.17 as noted - -» LL +ST Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Gq ' Title i Job # Dsgnr: Date: 12:OOAM, 29 OCT 10 'Description - Scope Rev: 580000 User KW- 0602447, V., 5,8.0. 1- ner•2003 Steel Beam Design page 2 i8 (c)19832003 ENERCALC Engineering Software w ellsfargoem:Cae . lations Description beam under tower d support column - (small span) Section Properties W21X57 au Depth 21.060 in Weight 56.72 # /ft Web Thick 0.405 in bm 1,170.000 in4 Width 6.555 in lyy 30.600 in4 Flange Thick 0.650 in Sxx 111.000 in3 Area 16.70 in2 Syy 9.350 in3 Rt 1.640 in R -xx 8.360 in Values for LRFD Design.... R -yy 1.350 in J 1.770 in4 Zx 129.000 in3 Cw 3,190.00 ins ZY 14.800 in3 K1.150 in Force & Stress Title : Job # - Dsgnr: Dater 12:OOAM, 29 OCT 10 - Description LL +ST LL Scope: Maximum Rev: 580000 User'KW- 0602447, Ver 5.8.0, 1 -Dec -2003 Steel Bea Design Page 1 Cants (c)1983 -2003 ENERCALC Engineering Software u,..�. s.. - Max. M + wells farg oom Calculation=. �•_�- _�.w._ �vr�uua, 101.27 ,.v,a - awrx Description beam under .: a :x.xrx auwaaa:ascu zavwaawwaw.�rmmxwme�»5 tower support column -�_ General InfOran on Code Ref: ABC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W27X84 a w Fy 50.00ksi t Pinned - Pinned Load Duration Factor 1.00 Center Span 45.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 it DlStfl LOadS k -ft Note! Short Term Loads Are WIND Loads. ..,,... .. ....tei7�.�,uh #1 #2 #3 #4 #5 #6 #7 DL 0.270 13.48 k k/ft LL 0.150 k/ft ST Center Deft k/ft Start Location -0.671 ft End Location 0.000 in It point Loads - 0.000 Note! Short Term Loads Are WIND Loads. #1 #2 43 #4 #5 #6 #7 Dead Load 1.500 .0.000 in k Live Load 1.700 0.000 k Short Term ...Query Dell @ k Location 30.000 0.000 ft 0.000 0.000 in Reaction @ Left Summar 8.47 12.41 12.41 Static Load Case Goveerns Stress Using: W27X84 section, Span = 45.00ft,. Fy = 50.Oksi 13.48 End Fixity = Pinned - Pinned, Lu = O.00ft, LDF = 1.000 13.48 13.48. Actual Allowable k Moment 152.763 k -ft 585.750 k -ft Max. Deflection -0.671 in fit : Bending Stress 8.606 ksi 33.000 ksi Length /DL Defl 1,210.2 :1 fb I Fib 0.261 : 1 - -1, Fib = 0.66 Fy length /(DL +LL Dell) 804.5 : 1 Shear 13.479 k 245.732 k fv : Shear Stress 1.097 ksi 20.000 ksi fv / Fv 0.055 : 1 Force & Stress <<-- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only ata) Center 0 Center Cants Cants - Max. M + 152.76 k -ft 101.27 152.76 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right - k -ft Shear @ Left 12.41 k 8.47 12.41 k Shear @ Right 13.48 k 8.97 13.48 k Center Deft -0.671 in -0.446 -0.671 -0.671 0.000 0.000 in Left Cant Dell 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deft .0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dell @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 12.41 8.47 12.41 12.41 k Reaction @ Rt 13.48 8.97 13.48 13.48. k Fa catdd per Eq. E2 -1, K'L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fib = 0.66 Fy Title : Job # Dsgnr: Date: 12:OOAM, 29 OCT 10 Description Scope: Rev: 560000 Nser: KW- 02447, Ver5.60, 1 -Dec -2003 Steel Beam Design Pa e 2 9 (argo.ecw:Calculations (c)1983 -2003 ENERCALC Engineering Software wells .,.... _ Description beam under tower support column Section Properties W27X84 Depth 26.710 in Weight 84.24 #/ft Web Thick 0.460 in b0c _ 2,850.000 in4 Width 9.960 In lyy 106.000 in4 - Flange Thick 0.640 in Sxx 213.000 in3 Area 24.80 in2 Syy 21.200 in3 Rt 2.490 in R -xx 10.700 in Values for LRFD Design.... R -yy 2.070 in - J 2.810 in4 Zx 244.000 in3 Cw .17,900.00 in6 Zy 33.200 in3 K 1.563 in 'THE McGLAMERY STRUCTURAL GROUP JOB 3734 OSAGE STREET SHEETNO.— DENVER, COLORADO 80211 CALCULATED BY (303) 455 -8988 Fax (303) 455.8446 CHECKED BY— OF DATE DATE PROM 2W (Sin glt5M1e05) 2M 11NtlAeA) THE McGLAMERY STRUCTURAL GROUP JOB 3734 OSAGE STREET SHEETNO. Z OF DENVER, COLORADO 80211 CALCUL TED BV DATE (303) 455 -8988 Fax (303) 455 -8446 CHECKED By DATE A Iigl, SAee6) 2M (MM) Title : Job # Dsgnr. Date: 12:OOAM, 29 OCT 10 Description Scope Rev: 580000 Use983- 20003ENE.Ver580 RCALC Eng i nee neing (c)1 So Steel Beam Design ..m wxaa Page 983 23 ENEiring Software wells fargo.ecw;Calculalions Description large window header w/ brick wt (L /600 deflection) General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS12X8X5116 Fy 46.00ksi" Pinned- Pinned Load Duration Factor 1.00 Center Span 12.50 It Brig Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 It LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Distrib LOadS Shear @ Left 13.99 k Notel Short Term Loads Are WIND Loads. -. #1 #2 #3 #4 #5 #6 #7 DL 1.500 Center Deft -0.189 in k/ft LL 0.700 -0.189 Left Cant Defl 0.000in k/ft ST 0.000 Right Cant Defl 0.000 in k/ft Start Location 0.000 ...Query Deft @ 0.000 ft ft End Location 0.000 Reaction @ Left 13.99 ft „ate Summary 13.99 Reaction @ Rt 13.99 9.61 13.99 13.99 Fa calc'd per Eq. E2 -1, Beam OK Section Properties HSS12X8X5/16 Static Load Case Governs Stress Depth Using: HSS12X8X5/16 section, Span = 12.50ft, Fy = 46.Oksi Weight 37.70 #/ft Web Thick 0.291 in End Fixity = Pinned - Pinned, Lu = 0.0011, LDF = 1.000 224.000 1n4 Width 8.000 in lyy 120.000 in4 Actual Allowable Sxx 37.400 in3 Area Moment 43.705 k -ft 94.622 k -ft Max. Deflection -0.189 in 4.000 in - R -xx fb : Bending Stress 14.023 ksi 30.360 ksi Length /DL Defl 1,153.6:1 3.290 in fb / Fb 0.462 :1 Zx 44.900 in3 Cw 52.40 in6 Zy 34.100 in3 Length /(DL +LL Defl) 792.7 :1 Shear 13.986 k 64.253 k fv : Shear Stress 2.003 ksi 18.400 ksi fv / Fv 0.109 : 1 Force & Stress Su <<-- I hese columns are Dead + Live Load DL LL LL +ST LL Maximum Only Center Cod Center Cants Max. M + 43.71 k -ft 30.03 43.71 Max. M - Max. M @ Left Max. M @ Right Shear @ Left 13.99 k 9.61 13.99 Shear @ Right 13.99 k 9.61 13.99 Center Deft -0.189 in -0.130 -0.189 -0.189 Left Cant Defl 0.000in 0.000 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 0.000 ...Query Deft @ 0.000 ft 0.000 0.000 0.000 Reaction @ Left 13.99 9.61 13.99 13.99 Reaction @ Rt 13.99 9.61 13.99 13.99 Fa calc'd per Eq. E2 -1, K *Ur < Cc Section Properties HSS12X8X5/16 Depth 12.000 in Weight 37.70 #/ft Web Thick 0.291 in Ixx 224.000 1n4 Width 8.000 in lyy 120.000 in4 Flange Thick 0.291 in Sxx 37.400 in3 Area 11.10 in2 Syy 30.100 in3 Rt 4.000 in - R -xx 4.500 in Values for LRFD Design.... R-yy 3.290 in 1 248.000 in4 Zx 44.900 in3 Cw 52.40 in6 Zy 34.100 in3 r rrr A oil I as noted - -» LL +ST Cants k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k �S J Title : Job # Dsgnr: Date: 12:OOAM, 29 OCT 10 Description Scope : Rev: 580000 User KW- 0602447, Ver 5.8.0, 1- Dec -2003 Steel Beam Design Page 1 (c) 1963 -2003 ENERCALC Engineering Software wells fargo.ecw:Calculation5 Description window jamb TS _ 5ni General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS8X2X1 14 �Fy� 46.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 16.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 it Lu : Unbraced Length 16.00 ft DlStributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 m _ #5 #6 .. #7 DL k/ft LL k/ft ST 0.200 k/ft -. Start Location It End Location it Summary Beam OK a Short Term Load Case Governs Stress Using: HSS8X2X1 /4 section, Span = 16.00ft, Fy = 46.Oksi End Fixity = Pinned - Pinned, Lu = 16.00ft, LDF = 1.000 Actual Allowable Moment 6.867 k -ft 18.014 k -ft Max. Deflection -0.383 in fb : Bending Stress 11.574 ksi 30.360 ksi Length /DL Defl 7,368.3 :1 fb / Fib 0.381 : 1 Length /(DL +LL Defl) 501.5 :1 Shear 1.717 k 34.298 k tv : Shear Stress 0.461 ksi 18.400 ksi - fv / Fv 0.025 : 1 Force & Stress Summary -' nFlFn "'b'E��+� rF �6'�t�914�' . Tu.o T 'AtV�:°�E?TY?5 A .N} « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only (07 Center (M. Center Cants - Cants Max. M + 6.87 k -ft 0.47 6.87 k -ft Max. M - k -ft Max. M @ Left k -ft - Max. M @ Right _ k -ft. Shear @ Left 1.72 k 0.12 1.72 k Shear@ Right 1.72k 0.12 1.72 k Center Deft -0.383 in -0.026 0.000 -0.383 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 ft 0.900 0.000 0.000 0.000 0.000 in Reaction @ Left 1.72 - 0.12 1.72 k Reaction @ Rt 1.72 0.12 1.72 k Fa caldd per Eq. E2 -2, K *L/r> Cc Section Properties . Depth - 8.000 in Weight 14.61 # /ft Web Thick 0.233 in Ixx 28.500 in4 Width 2.000 in lyy 2.940 in4 Flange Thick 0.233 in Sxx 7.120 in3 Area 4.30 in2 Syy 2.940 in3 Rt 1.000 in R -xx 2.570 in Values for LRFD Design.._ R -yy 0.827 in J 9.360 in4 Zx 9.680 in3 Cw 6.35 in6 Zy 3.430 in3 Aao THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER; COLORADO 80211 Ph. (303) 455 -8988 Fax (303) 455.8446 .IOB SHEET NO. OF CALCULATED BV DA' CHECKED BY DX 7t k 7C f �i[w�i lmngie aneeul crv.ilaouaol Title : Job # Dsgnr: Date: 12:01 AM, 29 OCT 10 Description Scope Rev: 580000 ♦ Use[KW- 060244], Ver 5.8.0, 1- Dec -2003 Sleek CO�UfTtll Page 1 Description Tower corner column Live DL + LL DL + Short ummary 5.46 ksi 5.46 ksi Column Design OK Genera[ Information 0.61 ksi Cade Ref: AISC 9th ASD, 1997. UBC, 2003 IBC, 2003 NFPA 5000 Steel Section HSS5X5X3 116 Fy 46.00 ksi X -X Sidesway Restrained Unbraced Lengths: X -X = 27.00ft, Y -Y = 27.00ft Duration Factor 1.330 Y -Y Sidesway : Restrained Column Height 27.000 ft Elastic Modulus 29,000.00 ksi AISC Formula Ht - 1 0.00 ksi End Fixity Pin -Pin X -X Unbraced 27.000 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 27.000 ft Kyy 1.000 Dead Load Live Load Short Term Load Point lateral Loads... Along Y -Y (strong axis moments) Along X -X ( y moments) 2.00 k Ecc. for X -X Axis Moments 0.000 in 2.00 k Ecc. for Y -Y Axis Moments 0.000 in k DL LL ST Height 1.000 k 27.000 ft k ft XX Axis : Fa calc'd per Eq. E2 -2, K11r> Cc YY Axis: Fa calc'd per E E2.2. K *Ltr > Cc Stresses Allowable & Actual Stresses Fa: Allowable fa : Actual - Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1 ] fb : yy Actual LP F'ex: DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection ead Live DL + LL DL + Short ummary 5.46 ksi 5.46 ksi Column Design OK 0.61 ksi 0.61 ksi 1.22 ksi 1.22 ksi Section : HSS5X5X3 /16, Height = 27.00ft, Axial Loads: DL = 2.00, LL = 2.00, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X -X = 27.00ft, Y -Y = 27.00ft 0.00 ksi 0.00 ksi 0.00 ksi Combined Stress Ratios Dead Live DL + LL DL + ST+ (LL if Chosen) AISC Formula Ht - 1 0.00 ksi 0.2232 0.1678 AISC Formula H1 - 2 0.0442 0.0332 AISC Formula Ht - 3 0.1116 0.1116 XX Axis : Fa calc'd per Eq. E2 -2, K11r> Cc YY Axis: Fa calc'd per E E2.2. K *Ltr > Cc Stresses Allowable & Actual Stresses Fa: Allowable fa : Actual - Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1 ] fb : yy Actual LP F'ex: DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection ead Live DL + LL DL + Short 5.46 ksi 5.46 ksi 5.46 ksi 7.27 ksi 0.61 ksi 0.61 ksi 1.22 ksi 1.22 ksi 30.36 ksi 30.36 ksi 30.36 ksi 40.38 ksi 0.00 ksi. 0.00 ksi 0.00 ksi 0.00 ksi 30.36 ksi 30.36 ksi. 30.36 ksi 40.38 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi 5,465 psi Cm:x DL +LL 0.60 Cb:x DL +LL. 1.00 5,465 psi Cm:y DL +LL 0.60 Cb:y DL +LL 1.00 7,268 psi Cm:x DL +LL +ST 1.00 Cb:x DL +LL +ST 1.00 7,268 psi Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 1.00 0.000 in at 0.000 ft Max Y -Y Axis Deflection 0.000 in at 0.000 ft Title : Job # Dsgnr: Date: 12:01AM, 29 OCT 10 Description Scope: Rev: ee0000 User :KW- 060244�,Ver5801- Steel C olum n Pa 9 e 2 ' ( c)t983 -2003 ENERCALC Engineering Baring S wells fargo.eav Calculations Description Tower corner column Section Properties HSS5X5X3 /16 wF¢ Depth 5.000 in Weight 11.14 # /ft Values for LRFD Design. Web Thick 0.174 in Ixx 12.600 in4 J - 19.900 in4 Width 5.000 in lyy - 12.600 in4 Cw .8.08 in6 Flange Thick 0.174 in Sxx 5.030 in3 Zx 5.890 in3 Area 3.28 in2 Syy 5.030 in3 Z 5.890 in3 Rt 0.000 in Rxx 1.960 in 0.000 Ryy 1.960 in Section Type = HSS- Square Adz Title : - Job # Dsgnr: Date: 12:01AM, 29 OCT 10 Description Scope: Rev: 580000 User: KW- 0602447,Ver5.8.0, t- Dec -2003 Steel Beam Design Page 1 In119A3 -9003 FNFR('.AI f. Fnnineennn Software w.]Ma.. ecw: Calculation Description tower roof beam General Information Code Ref: AISC 9th Aso, 1997UBC, 2003 IBC, 2003 NFPA 5000 - Steel Section : HSS8X6X3 /16 Fy 46.00ksi Pinned- Pinned Load Duration Factor 1.00 Center Span 8.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together - Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft, Minor Axis Bending ! Distributed Loads Note! Short Term Loads Are WIND Loads. ,I #1 #2 43 44 µ #5 #6 #7 DL 0.200 k /ft LL 0.240 k/ft ST k/ft Start Location ft " End Location ft Summary Beam OK "ate Static Load Case Governs Stress Using: HSS8X6X3 /16 section, Span = 8.00ft, Fy = 46.Oksi End Fixity = Pinned- Pinned, Lu = O.00ft, LDF = 1.000 Actual Allowable Moment 3.647 k -ft 21.597 k -ft Max. Deflection -0.051 in Ib : Bending Stress 4.661 ksi 27.600 ksi Length /DL Defl 3,946.5 :1 fb / Fb 0.169 : 1 Length /(DL +LL Def) 1,868.8 :1 Shear 1.823 k 19.210 k fv : Shear Stress 0.873 ksi 18.400 ksi fv / Fv 0.047 : 1 Force &Str Summary <<- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only 0 Center Center Cants Cants Max. M + 3.65 k -ft 1.73 3.65 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.82 k 0.86 1.82 k Shear @ Right 1.82 k 0.86 1.82 k Center Deft -0.051 in -0.024 -0.051 -0.051 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dail 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dell @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.82 0.86 1.82 1.82 k Reaction @ Rt 1.82 - 0.86 1.82 1.82. k Fa calc'd per Eq, E2 -1, K *Ur < Cc Section Prop erties HSS8X6X3116 ••. ••:.i8e. Depth 8.000 in Weight 15.86 # /ft Web Thick 0.174 in Ixx 43.700 in4 - Width 6.000 in lyy 28.200 in4 Flange Thick 0.174 in Sxx 10.900 in3 Area - r 4.67 in2- Syy 9.390 in3 Rt 3.000 in R -xx 3.060 in .Values for LRFD Design.... R -yy 2.460 in J 53.700 in4 Zx 13.000 in3 CW - 15.80 in6 Zy 10.700 in3. Lateral Analysis J THE McGLAMERY STRUCTURAL GROUP 3734 OSAGE STREET DENVER, COLORADO 80211 Ph. (303) 455-8988 Fax (303) 455-8446 JOB 4'0- 0�7 SHEET NO. OF— CALCULATED BY DATE CHECKED B DATE v M I . ' e t\ q 4- 6�1S Results for LC 1, wind + SK -1 Sept 1, 2010 at 5:13 PM. portal frame.r3d. 12k N3 Loads: BLC 1, wind Results for LC 1, wind + gravity SK -2 Oct 29, 2010 at 12:07 AM portal frame.r3d Company Oct 29, 2010. Designer 12:07 AM Job Number Checked By: Joint Reactions (By Combination) LC Joint Label X fkl Y fkI Z k MX Fk-ftl MY k -ft MZ k -ft 1 1 N1 -1.902 8.383 0 0 0 25.375 2 ..' 'i1 N2 - .4:689 27.023' 0 0 0 39.486 3 1 N3 -5.409 12.593 0 0 0 42.992 4 1 - Totals: . " =12 . 48 0 5 1 COG (ft) RISA -3D Version 8.1.2 [J:\... \10097 -Wells Fargo Ban k \Engineering \portal frame.r3d] Page ' 1 —7 Company Oct 29, 201 Designer 07 AM Job Number Checked By:_ Member AISC ASD Steel Code Checks (By Combination) LC Member Shane UC Max Loclftl Shear U... Loclffl Dir Falksil Ftfksil Fbvfksil Fbzfksil Cb Cm v mz E RISA-3D Version 8.1.2 [J: \... \10097 -Wells Fargo Ban k\Engineering\portal frame.r3d] Page 2 W14X38 .799 20 .179 2 6 .85 H1-3 '2' 1 - �V 102: W14)(28 X 1 .740 20" . 144 ' 20 v - &:18 ; -, 3b � 37.5 12'W4 1 .6 '.85 HI-1 3 1 M3 W12X35 .290 0 .025 0 9.636 30 37.5 17-056 1 .6 .52 H1 -1 - 4 , I ' -WI2'% X3 k � —063 r� ()— --- 9. M 30 3T5' " 30 ' 2.3 .6 .239 HI-2 5 1 M5 W12X35 Wj Xj .423 lQ 072 n 9.636 in '47 r ' An 1) 'A Q .205 1-11-9 RISA-3D Version 8.1.2 [J: \... \10097 -Wells Fargo Ban k\Engineering\portal frame.r3d] Page 2 Company Oct 29, 2010 Designer 12:08 AM Job Number Checked By: Member Section Deflections (By Combination) 3> RISA -3D Version 8.1.2 [J:\... \10097 -Wells Fargo Bank \Engineering \portal frame.r3d] Page 3 Company Oct 29, 2010 _ Designer 12:08 AM Job Number Checked By: RISA -3D Version 8.1.2 [J: \... \10097 -Wells Fargo Ban k \Engineering \portal frame.r3d] Page 4 LC Joint Label X in Yin Z in X Rotation red Y Rotation ratl Z Rotation ratl 1 1 N1 0 0 0 0 0 0 2° 1 N2 ' 0 0 0` 0 0 0 3 1 N3 0 0 0 0 0 0 4 " 1 N4 417 005 0' 0' 0 - 2.831e -3 5 1 N5 .41 -.017 0 0 0 - 5.367e -4 6 1 'N6 406 - i. 0. 0 0'7.7846-5 7 1 N7 0 0 0 0 0 0 RISA -3D Version 8.1.2 [J: \... \10097 -Wells Fargo Ban k \Engineering \portal frame.r3d] Page 4 `THE McGLAMERY STRUCTURAL GROUP JOB //�� m 3734 OSAGE STREET SHEET NO. OF DENVER, COLORADO 80211 CALCULATED Br DATE (303) 455 -8988 Fax (303) 455 -8446 CHECKED By DATE q9 She ) Fade1) Title : Dsgnr: Description Scope: Job # Date: 1:57PM, 22 SEP 10 User: KW-002417, Ver 5.8.0, 1- Dec -2003 Square Footing Design Page 1 Cr (c) 1983- 2003ENERCALCEngineering8offware wells farnn ermfalc „lau�no rJ Description General Information Code Ref: ACI 318 -02, 1997 UBC, 2003 2003 NFPA 5000 Live Load 13.500 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 4 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psi Reber Cover 3.250 Concrete Weight 145.00 pcf fc 3,000.0 psi LL & ST Loads Combine Fy 40,000.0 psi Load Duration Factor 1.330 Column Dimension 12.00 in Allowable Soil Bearing 2,500.00 psi Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Reber Requirement Actual Rebar "d” depth used 8.438 in As to USE per foot of Width 0.259 in2 200 1Fy 0.0050 Total As Req'd 0.907 in2 As Req'd by Analysis 0.0011 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0015 % 3.50ft square x 12.Oin thick with 4- #5 bars Max. Static Soil Pressure 2,349.08 psi Allow Static Soil Pressure 2,500.00 psf Max. Short Term Soil Pressure 2,349.08 psf Allow Short Term Soil Pressure 3,325.00 psf Mu : Actual 2.83 k -ft / It Mn * Phi: Capacity 8.72 k -ft / it Vu: Actual One -Way Vn *Phi : Allow One -Way Vu: Actual Two -Way Vn *Phi : Allow Two -Way Alternate Rebar Selections... 5 # 4's 3 # 5's 2 # 7's 2 # 8's Footing OK 19.55 psi 93.11 psi 49.06 psi 186.23 psi 3 # 6's 1 # 9's 1 # 10's 9 r � Fig Title: Job # Dsgnr: Date: 1:57PM, 22 SEP 10 Description Scope Rev: 580000 User :KW - 0602447, Ver58.0 1-0ec-2003 Square Footing Design Page 1 (cn 983 -2003 ENERCALC Engineering Software wells fargo ecwDalculation Description Interior Column Ftg —� Footing 6.00ft square x 12.Oin thick with 7- #6 bars Max. Static Soil Pressure General information Allow Static Soil Pressure Code Ref: ACI 318-02,1997 UBC, 20031BC, 2003 NFPA 5000 Dead Load 40.000 k Footing Dimension 6.000 ft .Live Load 40.000 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 7 Seismic Zone 1 Bar Size 6 - Overburden Weight 0.000 psf Reber Cover 3.250 Concrete Weight 145.00 pcf rc 3,000.0 psi LL & ST Loads Combine - Fy 40,000.0 psi Load Duration Factor 1.330 Column Dimension 12.00 in Allowable Soil Bearing 2,500.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Rein forcing mo u Reber Requirement Actual Rebar "d" depth used 8.375 in As to USE per foot of Width 0.503 in2 200 1Fy 0.0050 Total As Req'd 3.015 in2 As Req'd by Analysis 0.0047 in2 Min Allow % Reinf 0.0014 Min. Reinf % to Req'd 0.0050 % Footing 6.00ft square x 12.Oin thick with 7- #6 bars Max. Static Soil Pressure 2,367.22 psf Allow Static Soil Pressure 2,500.00 psf Max. Short Term Soil Pressure 2,367.22 psf Allow Short Term Soil Pressure 3,325.00 psf Mu :Actual 11.40 k -ft / ft Mn * Phi: Capacity 12.38 k -ft / ft Vu: Actual One -Way 65.40 psi Vn *Phi : Allow One -Way 93.11 psi Vu: Actual Two -Way 176.97 psi Vn *Phi : Allow Two -Way 186.23 psi Alternate Reber Selections... 16 # 4's 10 #5's 7 # 6's 6 # 7's 4 # 8's 4 # 9's 3 # 10's �z 3 �3 oF WHE4TR, City of Wheat Ridge °OLoRpa° Commercial Miscellan PERMIT - 080210 PERMIT NO: 080210 ISSUED: 03/07/2008 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: DESCRIPTION: Install Canopy, re-intall ATm;upgrade accessibility to bldg. CONTACTS owner 510/446-4091 Chuck B. 858-3003874 Wachovia Sank sub 303/450-7805 Allen S. Sauer 06-0221 ProWest Electric, Inc. GC 303/858-0599 SCOTT GRATRIX 08-0045 TANDEM ENTERPRISES, INC PARCEL INFO ZONE CODE: PCD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,000.00 FEES Permit Fee 235.70 L!~ l Plan Review Fee 153.21 Total valuation •00 Use Tax 180.00 TOTAL 568.91 Conditions TRC: PCD OKAY JS: APPROVED AS SUBMITTED ELECTRICAL MUST MEET 2005 NEC SUBJECT TO FIELD INSPECTIONS I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rvles or regulations of the City of wheat Ridge or covenants, easem_nts or restricCions oE record; tha[ 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 euilding Code (I.B.Cj and all other applicable Wheat Ridge Ordinances, for work under this permiL Plans subject to field inspection. 1. Thie permit was issued ln accordanrewic~ the yiolloio.,= __t .o-th in your application and is subject m the laws ot the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit sha11 expire 180 days from the issue date. Requests Eor an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. rovided no 3. If this pennit expiree, a new permit may be acquired for a fee of one-half the amomt normally required, p changee have been or will be made in the original plans and specifications and any suspension or abandonmenC has not exCeeded one (1) year. If changes have been or if suspension or abandonment exceeds orie (I) year, full fees shall be paid for a new permit. 9. No work of any manner shall be done Uhat will change the narural Elow of water causing a draina9e problem. 5. Contractor shall notify the Building Inspector twenty -four ;29) hours in advance Eor all ivspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The iesuance of a permit or the appzwal of drawings and specifications shal: not be consGrued to be a permie for, nor an approval of, any violation of e provisions of [he building codes or any o[her ordinance, law, rule or zegulation. All plan review is subject,`tcy`'~fiinspections. Signature of Chief Bui dace INSPECTION RSQUEST gLNE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~F t„ City of Wheat Ridge Building Division Date: (i \°ml 7500 W. 29`h Ave., Wheat Ridge, CO 80033 p~an O~ /1920 - ~ Office: 303-235-2855 ` Fax: 303-235-2857 `.~`Inspection Line: 303-234-5933 permit#: ~L Oft3`W Building Permit Application 3~f9b oc,N G Flbc-o sT. WI+EaT 1eio6E, co f~vo33 Property Address: Phone: S/D. y4~ • y09) Property Owner (please print): W R<-tFnv I P' Mailin Address;(if different than property address) C►fucK 'a~.NjLEy tfSK. 300 . 3g7`~ cJ~o ?air! ilssouATts i0e. courac-f P Address: cjp CLpA ClEMON T MESFi -lbt JD 3° b City, State, Zip: 5NN 1$(-0 C p -1- Contractor I pJ D i i,o.,Qa s' Phone: j no Sub Contractors: Mechanical Cit License Electrical City License Plumbing City License y Company: Company Company: Exp. Date: Exp. Date: Exp. Date: ~ Approval: Approval: Appro Use of space (description): =Construction n 00 0 Description of work: Buildiny Val 1N n Data sheetl s) 3' ~ r{'RLI./1T1 DfJ OF R-('~'~ 1N ~~~~+o ~ OF t time o~ submittal~: $ pR.~v 1 uyS~ (2.aE~^oJCO ATM IAPS(Wi~DE PrCGf 55 i 01 t-1 Y'{ a<-"ss 70 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDER5TANDING AND AGREEMENT I hereby certify lhat lhe setback distances proposed by lhis pertnit application are accurate, and do not violate applicable ordinances, rules or regula honsof the Ci Wheat Ridge or covenants. easements or restdctions of record; that all measurements shown, and allegations made are accurate; ry of that I have read and ag ree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code Q.B.C) antl all other applica6le Wheat Ridge Ordinances.. for work under this permit. Plans subject to field inspection. CIRLCE ONE(OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWN )(CONTRATOR) PRINTNAME: G~uC'~~' T~-ET SIGNATURE. Date: '~~a~ DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: ~ Reviewer: ~ PUBLIC WORKS COMMENTS: Reviewer: ~n~7~ OCCUPANCYBUILDINGDEPARTMENTCOMME S: y~'fa~~1 r.. Reviewer: C RIAe ValuatlOfl: $ . TJ. FIRE DEPARTMENT:: ❑ appro W/ commenls ❑ disapproved ❑ no revieW reqUiretl I-- --~T'--- City of Wheat Ridge Building Permit Submittal List . Ihe#nUnuving items are required for the commerciai or murci-Tamny Qwwmy Nel[ I llL submittal for the property located at3Nq0 VeYtJhfIELl~ 5'[ . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: N Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: PLANS: ~ Four (4) full-sized (24" x 36") plans Contents of plans detailed in the Commercial & Multi-family handout ❑ Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan ❑ Two (2) copies of a grading and erosion control plan ❑ Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: g One (1) completed building permit application 1`1P, ❑ One (1) property deed T6NAJf1-N i p'I N ISN 01.1Uy N(pr ❑ One (1) certified survey or improvement location certificate NAp,. ❑ Proof of utiliry availability (form provided by City) ~ One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29`" Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division -303.235.2846 Inspection Line - 303.234.5933 ? ~ 'b ~ f f ~ N 8 J ~ D r m x ~ ~ < C) w ~ ~ n v a z n ~ 3 m a 3 a ~ A c ~ ~ r. 0 ~ d 0 ~ v O p m p < ,v rn N n A v I O z Z 3 -~o M d o ~o = v o iO < ~ n D Q ~ d n v g o x o = ~ ~ O D o x -I ~po W m0c A 2 n n a, m T n 0 co mo w o rn o „~i w w LA (n G) m c ~ m u! n A c n ~ D Z A 0 N p p 3 D ~ 0 z v v 0 01 °m M ~ < v ~ < ~ ~ ~ 0 3 3 m ~ m :E O O f A ~ r ~ v a Z " ~ 3 z G) Ln C3 D z ~ ~ ~ ICU ~ ~ 2 m a O ~ ~o (~D R r~ ~ t ro n O 'O N ~ ~ 'o 'O ~ ~ ~ 8 b w ao CD 0 ~-n N Survey ID: WS0240 613098 WACHOVIA- Golden West/World Savings Financial Center 3490 Youngfield St Wheat Ridge CO 80033 Yfachovi a Y/orl avings)'Berm ePoint. I, Site Location Map It Satellite Map lit. C.A.D. Site Plan lV. Code Research V, Overview Photographs VI, De-identification Items VII. Landscaping Items VIII. Approach Photographs IX. Competitor Photographs X. Non-FC Interior Photographs XI. Inventory/Recommendation Detail XII. Non-FC Interior Inventory/Recommendation Detail XIII. Inventory/Recommendation Summary Survey ID. :VS0240 Golden WeseWodd Savings An 3990 Younghold St Wheat Ridge,. GO 80033.. 613098 56 . : W-42nd Ave T E n G N E a~ Oi tn:. Ma W 381h 3490 YoungFieid R, Wheat Ed- `.1Us E5 3490 Yoer4idd st e Wheat Ridge, CO 60033 0 U rn at Rhine. ? _ 0 n 3 3! t- ~ - W 35th Ave - ,.zea 34th PL . -..N w p {n 'J 322nd Ave o 1St y in.. m a W 31 it ,jv m Yd 34st PI ov 9 s, e < to sl _ m ? G ~e s ~ 4 ~ Lnm W 30t7 PI - a 4 a ' , +f t w r?: yt / 30Lh AVV Dr W , . _ v ~ S . pv ti 1a: c P S ro~ 1s . Q om'?d r X 01 v% 26a) Ave. arty Rd Berry Ry a Lakewood m _ : • : c F 2 t nUY1'A Park ~ wyn.;M 111409 Atua:on Com.aWl~r r. : wcpler:. fa n~tv nxrvee zca C: o } i- tutanila Fort Collins IYyenn'`'- _Duchespe y p Impe«al dou(der eS East Catbon City ;-E=agle Wray tJt'ax r%~..j 'Colby. UTAH :3x-i ? ' . FairplaY r WA A~ Y&Yta Delta C¢L(4RX J n Dave Ead rAontrose Sall da.t' Pueblo g ad6rr City _ Creel _ Oura Monte s- - . Y Vista La Junta Anelb : Durango N-Walsenbur 9 ~ iberetl `Kayenta hnrmtl- rD ao rinidad a survey lD VVSO7140 Golden West/Wodd Savings Riancial Center 3490 Youngfi ld St '..Wheat Ridge, CO 80033 693088 Multi Tenant Bldg. 11 10 4 Q> 74' Unrelated Bldg_ 175' 9 100' Bldg. l,v v 28 T a m C: N C h 7 a Youngfield St_ 200' InfoSite Sign Code Form Customer Name: Wachovia Zone: C-I/PCD Survey Site fi 613098 Jurisdiction: Wheat Ridge Address: 3490 Young6eld Street Contact Name: Adam Tietz City: Wheat Ridge State: CO Phone: 303-235-2845 Fax: Web Site: WWW.CLWHEATRIDGE.CO.US Are Ground signs allowed? Yes ® No ❑ Pole Monument Number of signs allowed: Maximum Sq. Ft. Allowed: Scc Below Minimum Set Back: See Below Maximum Over All Height: 15 Maximum Lumen Output: Are reader boards Allowed: Yes ❑ No Electronic El Manual ❑ Based Based Wind load: (mph/puff) 0-1500SF OF BUSINESS - 35SF I5-5000 - 35 s.f. plus I s'.f. per each additional 50 s.f. of floor area over 1,501. Are Wall signs allowed? Yes E4 No ❑ Sq. FL Based On? Street Number of signs allowed: Not Specified Maximum Sq. Ft. Allowed: I SF Per I LF Maximum Height Allowed: From Can sign project above the roofline?:Yes ❑ No E] If yes, how much? Maximum Lumen Output: Building Fen119eLJ % of wall Are Directionals allowed? Yes 6Q No LJ Notes: Are Permits Required? Yes ❑ No ❑ Number of signs allowed: Not Specified Maximum Sq. Ft. Allowed: 4 Maximum Height Allowed: }A" Minimum Set Back: Do Directional count in Total Sq. Ft. Allowed? Yes No Are Interior Lot Directional restricted by code? Yes No ❑ Are Window allowed? Yes VJ No Are Permits Required? Yes ® No Ft. Are Face Replacements allowed? Yes b[f No LJ Are Permits Required? Yes V1 No ❑ Can You Encroach the Right of Way? Yes Over Public Property Yes Over Sidewalks Yes Are Disconnect Switches Required? Yes 6[J On What Type of Signs are They Requ ired? Is an Electrical Inspection Required? Yes Is a Electrical Permit Required? Yes What is the Power Line Clearance? 15 No No No No No ❑ No ❑ Feet from Property Line Feet from Property Line Wall® Lelters® Monumenl® Pylon® Window❑ Can Permits be Applied by: Mail ❑ Authorized Agent ❑ License Required: Business Contractors Signature Required on Application Owner Agent Documents Required: Drawings: Site Plan® Number of signs copies: 3 Document Size Length of Time to Secure Permit # 'of Days: 14 # of Weeks 1VO " 1 Need Scaled Elevation Drawings and Site Plan Are Permits Required for the Following? ATM Signage Yes ❑ No ❑ Door/Window Vinyls Yes ❑ No ❑ Plaques Yes No Non-Illum. Wall Letters Yes [El No Remodel/Repaint Signage Yes ❑ No ❑ Menuboards Yes ❑ No ❑ Upon Review Elevalions® Sign Details® Sealed Engineering® Additional Professional Seals❑ Cost of Permit Bascd on SF Other Permit Costs/Fees If yes, sq. ft. allowed If yes, sq. ft. allowed Are Variances Allowed: Yes 0 No Lj What is the likelihood the variance being approved Can Variance be Applied by: Mail ❑ Aut horized Agent Business 91 Contractors Signature Required on Application Owner Agent ❑ Lawyer Who must attend variance hearing Owner ❑ Agent ❑ Lawyer Documents Required: Drawings: Site Plano Elevations® 15 15 .f C';- Documents: Color® BNV❑ Documents Size: % Approved Approved in the last year Sign Details® Sealed Engineering® 15 15 Additional Professional Seals❑ .1 Cc[" Length of Time to Secure Variance # of Days. 60-90 Cost or Variance 5300.00 It of Weeks Other Permit Costs/Fees Based on what is applied for Meeting Dates 8 Time Meeting Location photo of building/sign photo of building/sign photo of building/sign photo of building/sign photo of building/sign photo of building/sign No De-Identification Sterns No Landscaping Items No Landscaping items photo of building/sign photo of building/sign No Non-FC Interior Photographs Survey 0IvS024O !d Golden WesthWorld Savings Fmnoal Center d.~ 1f 1 ` +V 3.00 Youngfeld St !t Wheat Ridge, CO 80033 613098 Survey ID: WS,0240 p- Golden V✓est/Wodtl Savings Fioanaal Center D-- 3490 Youngfield St L Wheal Ridge, CO 80033. 613098 SurveyID, 'WS,0240 / Golden WesW✓ood Savings Fnancial Center ~/t!)~ 3490. Youngfeld St Wheat Ridge, CO 80033 613098 Survey lD AIS0210 Golden West/WOdd Savings Financial Center j 3490 Young&11d St Wheat Ridge, CO 80033 813098 ter /Exit With Caution 26" N/A 1 4'6" Sign Foam N/A N/A I NIA N/A Non-illuminated Yes I Double 6f ~tl D.O.T DO NOT ENTER -WITH SILVER U-CHANNEL POST facecf. Survey ID WSN110 : Golden WestlWodd Savings financial center 3490 Youngfeld St E0 Wheal Ridge, CO 80033 613098. Traffic Control 18" 1 1' 1 .063" 8' um ( Aluminum NIA NIA I N/A No No Single Pole Leave Leave Sign N/A Survey 10: W'SU2=0 111~~~ Golden WestlWorld Savings Fmncal Center g^q 3490 Youngfeld St 1J Wheat Ridge, CO 90033 613096 RO ove Remove ign ve Only Remove advise if "Welcome to Wachovia" sign should be installed. Survey i WS020 Goklen West/WOdd Savings Foancial Center 3490 Youngfiekl St Wheal Ridge, CO 80033 613098 /01 No, ed interfor Si#n -age TBD Survey ID, '✓✓S02 t0 Golden Wost✓World Savings Financial Center A~ 3490 Youngfeld St Wheat RkIge, CO 80033 613098 Survey ID ",VS024 0 Goden West/Work9 Savings Financial Center 3490 Younglield.St V Wheat Ridge, CO.. 80033 613098 Smoy lD NSEi290 Golden West/WOdd Savings Fw7ancial Center 3490 Youngfieki St Wheal Ridge, CO 80033 613098 E01 Dimensional Lettersel RR PIL-MtV V-O"White Illuminated Letter set with 2'-0" Logo Sox (Pyramidal) E02 Dimensional Leitersei PR PIL-'12trtl V-O" White Illummzmed Letter set with 2'-0" Logo Box (Pyramidal) E03 Dimensional Lettersei RR PIL-'121h V 0"White Illuminated Letter set with -0" Logo Box (Pyramidal) E04 Traffic Control Sign RR DNE Traffic Control Sign fiqJj E / VLtA E05 Traffic Control Sign LS Leave Leave Sign E06 Dimensional Letterset RO Remove Remove Only 101 No Existing Sign N09 No Existing Sign N02 No Existing Sign TSD TBD To Be Determined RR IS6P-DUS Regulatory 18"z24-Pole Sign NS REPS-40 Pylon 40 s.f.-SLmdat'd NplAff (Lo ek 1 City of Wheat Ridge Commercial Sign PERMIT - 070489 PERMIT N0: 070489 ISSUED: 05/24/2007 JOB ADDRSSS: 3490 YOUNGFIELD ST EXPIRES: 11/20/2007 DESCRIPTION: Re914ving exieting sign and replace w/ new. CONTACTS owner Wachovia World Savings gc 303/399-3334 Keith Hurley 01-9226 Ad Light & Sign Co. PARCEL INFO ZONE CODE: PCD USE: UA SUBDIVISION: UA HLOCK/LOT#: 0/ FEE.SUhIMARY ESTIMATFsD PROJECT VALUATION: 11,355.00 FEES Permit Fee 272.10 Plan Review Fee 176.87 Total Valuation - .00 Use Tax 204.39 , TOTAL . ` 653.36 Comments: NIlt: PCD approved for wall eigns only 5/23/07 Electrical must meet 2005 NEC Subject to field inepection I hereby certify that [he aetback dietancee propoeefl by thSe permit application are accurate, and do not viola[e applicable ordinancee, rulee or xegulatione of the City of Whea[ Ridge or covenante, easemente or reatrictione of record; Chat all meaeurementa ahown, and allegatione made are accurate; that I have read and agree to abide by all conditione printed on thie application and that I aeeume full reeponeibility for compliance wi[h Che Wheat Ridge Building Code (i.E.C) and all other applicable Wheat [i}d9q Qcd,jnapcea, for work under thie pe;mit.~Plane eubject to field inepection. 1. Thie permit wae.iesued in accordance with the proviaione eet forth in your application and ia eubject [o the lawe of ehe State of Colorado and to the Zonirtg Regulationa and Building Codee of Wheat xid9e, Colorado oz any other applicable ordinancee of the City. . 2. 't'hie permiC ehall expire 180 daye from the ieeue date. Requeete for an exteneion muet be received prior to expiration date. An exteneion may be granted at the diecretion of the euilding Official. 3. If this permit expiree, a new permit may be acquized for a fee of one-half the amount nozmally required, provided no changee have been or will be made Sn the original plane and epecificatione and any auapeneion or abandonment hae not exceeded one (1) year. If changee have been or if euspeneion or abandonment exceeds one (1) year, full feea ehall be paid for a new permit. 4. No work of any manner ahall be done that will change the natural flow of water caueing a drainage problem. 5. Contractor ahall notify the euilding Inepector twenty-four (24) houra in advance for all inepectione and shall receive written approval on inepection catd before proceeding with aucceesive phasea of the job. 6. The ieeuance of a pexmit r the approval of drawings and epecificatione ehall not be conetrued to be a pezmit foz, nor an approval of, any XyW tion oE the rovieione of the building codee or any other ordinance, law, rule or regulation. All plan reviea ie to ES~pgpectione. Signature of Chief Building OfficaS - date INSPBCTION R8QiT83T LINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF W„~,T Q City of Wheat Ridge ~ ^ Community Development Department ~LORP~O AHNOR , '12,5: ~ Building Permit Number: Dafe: . . ' BURDld VGF" i tSFPLLCATIOI r Property Owner: I,( jaG lS~l l Q ~,i.Ui9S Property Address: 2A(I() lJcw~4+~ld gt Phone: Contractor Licensa No. i pIC~lp Company: Ao U(P} + g;tJ() Phone: 3qq- 3334 OWNER/CONTRACTOR SIGNATURE OF UNDERS7ANDING AND AGREEMENT Total:$ (OWNER)(CONTRACTOR):PftINTEG~71/i IU/ i& Wk4l DATE'~ a I I I I Use of Space (description): _6i(l L , p _ Description ofwork: y2ANtGUinr~ ~ Dv`"-`'1/ O Sq.Ft,added Valuafion Figure: $ fy that the setback distances proposed by lhis permit application are do notviolata applicable ordinances, rules or regulations of the CRy of `Iyllle:$ 11 orcovenants,easementsorrestridionsofreeord;thatallmeasurements Ilagations made are accurate; that I have readand agree to abide by aII , P0LIl71Y F00:$ inted on this application and that I assume full responsibility for ith the Wheat Ridae Bulldinv Code (I.B.0 and all otheraoolicahle Wheat Plan Review Fee:$ ~ COMMENTS: B ING DEPARTMMNT USE ApProval: Zoning: ~ iG COMMENTS: Approval: 4 - J r^-' ~0 WORKSCOMMENTS: Approval: DEPARTMENTCOMMENTS: . Approval: WaIIs Roofi Stories; Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Oompany: Company: Company: , Expiration Date: Expiration Date: Expiration Date: Approval_______ Qpprova4: _ Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subjecl to the laws ofthe State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Coloredo or any other applicable ordinances of the City. , (2) This pertnit shall expire'rf (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment eacceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrador shall notify the Building Inspector iwenty-tour (24) hours in advance for all inspedions and shali receive written approval on inspedion card before proceeding wRh successive phases of the job. (6) The issuanca of a permit or the approval of drawings and.specifications shall not be construed to be a permit for, nor an approval of, anyviolation of the provisions ofthe building codes or any other ordinance,Jaw, rule or regulation. All plarl review is subject to field inspections. Chief Building Official ° City of Wheat Ridge Building Permit Submittal List The following items are required for the minor building permit submittal for the property located at 34qo UaaMN2,1d . If any of the required items are not included in the submittal, the ub ittal wiil be considered incomplete and retumed immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. each'required item, signifying that it has been included. Review Required by: El Building ❑ Planning ❑ Public Works SUBMITI'AL DOCUMENTS: PLANS: ❑ One (1) site plan Confents of plans detailed in the minor permits handout ❑ One (1) Elevations/details page DOCUMENTATION: F_~ One (1) completed building permit application ❑ ' One (1) property deed ❑ One (1) building permit submittal list Call the inspection line before 3 p.m. for a next working-day inspection City of Wheat Ridge Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 . Building Division - 303.235.2855 P/anning Division - 303.235.2846 Inspection line - 303.234.5933 wv✓w ci.wheafidqe.co.us Wall Sian Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: L('M ( S Contractor. ~h+ You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are , attaching a sign. All wall signs must be adjacent to a street or major interior drive. --StsPA-~^^€asurg-the-teagth.-of 4ie-vuaA~4 whece-yau-ace attachingthesiga-----. Wall 1- 106 feet Wall 2- -74 feet Wall 3- -14' feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 aliowable signage- 0~ ~square feet Wall 2 allowable signage- -1'~- square feet Wall 3 allowable signage- S square feet Site Plan 175, 1RR 1 ~ ~ I lArchitectural Graphics, Inc. To Whom It May Concern: Mailing Address PO Box 9175 Virginia Beach, VA 23450 FAX 17571427-6112 May 2, 2007 Architectura] Graphics is working with Ad-Light and Sign to manufacture and install signs at 3490 Youngfield Blvd in Wheat Ridge, CO. At this site, we are installing the following. 1) PIL-12W, 12" Illuminated Linear Channel Letters. -$3785.00 1) PIL-12W, 12" Illuminated Linear Channel Letters. -$3785.00 1) PIL-12W, 12" Illuminated Linear Channel Letters. -$3785.00 If you have any questions, feel free to contact me. Sincerely, j 4~ Zeb Johnston Project Manager Architectural Graphics, Inc. 800-877-7868 ext 279 Corporate Headquarters 26551nternational Pkwy Virginia Beach, VA 23452 057) 427-1900 (soo) snassa Redefining Value in Pursuit of Excellence , TO: FROM: LANDLORD APPROVAL FOR SIGN DESIGN DOCUMENTS AGI (Sign Vendor) 02 CJ RE: World Savings Branch - Wheat Ridge - Applc%vood 613098 3490 Yaungfieid sr W6cat Ridge, Colorndo 80033 Landlord Name~l.~ I L7,111-6np-~~"F~~i ~l"CPhone # 30j -3610 I have reviewed Yhe attached sign design documents and, I have initialed each page indicating my approval of the Sign Design Documents as submittcd. In xddition, [ hereby give notice to the sign permitting authoriry that [Qpprove the sign Design DocUments as submitted. 1 authorize the sign vendor, AGI, under contract with Wachovia Corporation to make application Yor and secure the necessary pemiit(s), reinove any existing signs, install the new approved sigiis and provide wall surface restoration of any resulting visible wall damagc. 7 have made notations on Che sign design documents indicating my concerns approve the sign Design Docuinents as noted in [he package to be returned to AGI I have attached a letter with additional requirements. Signature ~ Naine (Print) 1'itle ' / Datc 613098 AUTHORIZA'C10N AND CONSENI' FORM RE: World Savings Branclt - V1'heat Ridgc - Applewood 613098 3490 Youngfield St W lieat Ridge, Colorado 80033 Landlord/Owner Name: J T ~ ~/'✓F/1-S 4- L-~ Landlord Contact ~ ~Al e'd4 t"IZ d ~ ~~~~a-4 ~ Print Name: _ Telephone N umber: 53 C)~ - RE: Bank Signagc Conversion To Whom It May Concern: I am a duly authorized representative of the Landlord/Owner at the referenced leased premises. In iny capacity as Landlord's official representative, I do hereby authorize the bank to perfonn all work associated with thc sign conversion. I further authorize AGI or its representatives to obtain in Landlord's name all pennits for the sign conversion hereby consented to by Landlord. Costs associated with permit acquisition and signage replacement will be at the bank's expense. Landlord/Owner: Please Fax to: 757-427-61 13 Attention: Jenn Seura 613098 Survey ID: WS0240 613098 WACHOVIA Golden West/World Savings Financial Center 3490 Youngfield St Wheat Ridge CO 80033 ~JV' a-1~~'r~o via ~~Vo,~rl~ ~avi.n~;}~ Ban= ImagePoint. E. Site Location Map N. Sataklite Map EII. C.A.F}, aite Ptan iV. Geade Research V. overview Phatagraphs pe-ictentifiCCation ltems Vl1. Lafldscaping Items Vill. Appmach P°hGtographs tx. Comp@titor Photographs X. Non-FC Interior Phofiographs )f1. tnvent4rytRecomretiendation Detail Xit. Non-FC Interior Invsntory/Recomimendation Detaii X111. Inventory/Recornrnendatian Summary a 'la Fat lYns Duo e Ima~ E Ca on City g4i olby AH airpl Dalta C Q O Ea 0 0 oy M0ottOS4 C3 Cra o Ouuy' v~~ • LaJun n Duranyo alsenbury KaYe ~ 32nd, Ave . mm W 316 q,.~ ~ VV 30117 PI w ~ w 3mfi,Ave B ~ ~Bt" red arry ~ Rd, . ~ Beny Rd lY,.k~ ` , I . ~ 1-9q I " l i tri I 'SM I ' . ~ ~ 3teo rouifold st wnex w.... 3490 Ywiqfleld R Wheet 0.idqe, CO 80033 Fticim i~ ' ~ dry il W 35in AYe c3 L.lllMS r 34th R Park fR m Y F-1~ , 1n' ~ v ~ w 32or7 PI / PI ' q' t { ~ i~ ` . •4 t Q ~ ~cj~ Q~ ~ W " Dr 1'* 1'aY,4WOOd Chester i J?~en PunsmoutOPark 8 ~ ~ . Mulii Tenant Bldg. O Unrelated BId9' (9) lar 7V Bldy' 17 ~ u ~ O~O ~ O Q ~ ~ ~ m C ~ C F Y ~ C (0 175' I Youngfield St. r 200' , br#f~6F#a Sian ~t~le ~'orm CustomerName: Wachovia Zone: Gl/PCD Survey Site # 613098 Jurisdiction: Wheat Ridge Address: 3490 oungfield Street Contact Name: Adam Tietz City: WheatRidge State: CO Phone: 303-235-2845 Fax: WebSite: WWWCI.WHEATRIDGE.CO.US Are Ground signs allowed? Yes bQ No U Pole Monument Number of signs allowed: Maximum Sq. Ft. Allowed: See Below Minimum Set Back: Sec Bclow From: Maximum Over All Height: 15 Based On: Based On: Calculations: Maximum Lumen OutpuC Wind load: (mph/puff) Are reader boards Allowetl: Yes ❑ No Electronic ❑ I 0-1500SF OF SUS[NESS - 35SF I I 5-5000 - 35 s.f. plus I s.f. per each additional 50 s.f. of floor area over 1,501. > e11:S1 n! , Afe Wall Signs allowed? Yes No Sq. FL Based On? Street 7Ma9e euilding Fronlage % of wall Number of signs allowed: Not Spec~fied Maximum Sq. FL Allowed: fSF Per ILF Maximum Height Allowed: From: Can sign project above the roofline?:Yes No ❑ If yes, how much? Maximum Lumen Outout: Are Directionals allowed? Ves ~[f No ~f No[es: Are Permils Required? Yes ❑ No ❑ Number of signs allowed: No[ Spccificd Maximum Sq. Ft. Allowed: 4 Maximum Height Allowed: 36" Minimum Set Back: Do Directional counl in Total Sq. Ft. Allowetl7 Yes NO Are Interior Lot Directional resUicted by code7 YES NO 1Alindow 8i ns Are Window allowed? Yes No Are Permits Required? Yes No Ft. Face Re acement8 Are Face Replacements allowed7 Yes No ch the Right of Way? Yes ~ No ~ Over Public Property Yes No Feel from Property Line Over Sidewalks Yes No Feet from Property Line Are Disconnect Switches Required? Yes bQ No U On What Type of Signs are They Required? WallO Letterso Monumento Pylono WindowC] Is an Electrical Inspection Requiretl? Yes ~ No Is a Elec[rical Permit Required? Yes No ❑ What is Ihe Power Line Clearence? 15 ~ ~ . Can Permits be ApPlfed by: Authoriz License Required: j Co Signature Required on Application Additional Professional SealsQ o erin i E ments Required: Drawings D 9 g ne n Elevationso Sign Detailso Sealed ocu Number of signs wpies: 3 Document Size 14 Cost of Permit Bascd on SF Length of Time to Secure Pertnit # of Days: # of Weeks Z Other Permit CostslFees Notes: Need Scaled Elevation Drawings and Site Plan nw TAtl~1erSaw~G6$ P*rmits l~ ulrsci f ai aar Are Permits Requved for the Following? Ii yes, sq ft allowed if yes sq R allowed ATM Signage Yes No DooAVJindow Vinyls Yes No Plaques Yes No Non-Illum. Wall Letters Yes No Remodel/Repaint Signage Yes No Menuboards Yes No Notes : Upon Review Varianae Ar ced res Are Variances Allowed: Yes No % Approved What is the likelihood of the variance # Approved in the last year being approved? Can Variance be ApPlied by: Mail Authorized Agent Business Contractors Signature Required on Application Owner Agenl Lawyer Who must attend variance hearing Owner Agent Lawyer ~ Additional Professional Seals n i E lan nts Required: Drawings: Si[e g ng ails0 Sealed ne15 i~ nso Sign De Eleva Docume s s i %o(COples #oltoplea xorcoo~as aorcovl.= wofcov~as Documents: Coloro BMLJ Documents Size: Length of Time to Secure Variance # of Days: 60'90 Cost of Variance $3~~ Other Permit CosislFees B sed on what is applied for # of Weeks i -ftron _ CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080210 Issued: 03/25/08 Stipulations: ATM reinstallation. 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: 3490 YOUNGFIELD ST Parcel Number: U0003 Owner: Chuck B. 858-3003874 Wachovia Bank 9089 Clairmont Mesa Blvd 4300 San Diego, CA 92123 Contractor: SCOTT GRATRIX TANDEM ENTERPRISES, INC SUITE 600 LONE TREE, CO 80124 For the Following Purpose: Commercial Miscellan Code Editions NO change shall be made in the USE of 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion - 1997 UBC/2002 NEC from the City of WheatRi Q. Sprinkler System ;A71le ? iO'hief' Building Inspector Zoning d i istra r / , CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 0 v m ~ 7 ~ CD M O ~ ~ m EY (n -o m a 0 7 N .L] c m n CD N J~. dZ~ so . IYf/ ❑ Z 0 0 :3 m n~ N N Q m 0 ~N -o CD 0. O 7 ~ 3 m y D ~ ~ i~ C- 0 ~ D a a 'm N N _ ~ 3 fp N 3a ~ Z o C ~ 3 ~ CD '0 (D YI. C ti \ r J ~ n Z 0 N 3 m c Z 0 -1 ~ O w Z N W M 00< Z c, 0 wE ~ O a` ' 0 n m CD W y Z v ° w m Na ~ -0 w > ° ~ + - ~o 5 3 . ~n ~ o z k <D 3 ~ ~ i City of Wheat Ridge I I" °p~ aa~ Commercial Miscellan PERMIT = 080210 . PERMITNO: 080210 ISSUED: 03/07/2008. . JO8 ADDRESS: 3490YOUD76FIELDST. EXPIRES: ' DESCRIPTION: Inetall Canopy, re-intall ATm;upgrade accessibility Eo bldg. ..x** CONTACTS wrw . . . . . owner . 510J446-4091 Chuck B. 858-3003874 Wachovia Bank sub 303/450-7$05 Allen J. Sauer 06-0221 ProWest Electric,..Ir1C. GC303/858-0599 SCOTT GRATRIX 08-0045 TANDEM B3JTERPRISES, INC.. . •*~.~PARCFsL INFO~ . ~ . ~ . ~ . ~ . . . ZONE COISE:: ~ ~PCD USE: . UA SUBDTVIS~EON: UA~~ BLOCK/LOT#: . 0/ **:PEE SLiINMARY ESTIMATSD YROSECTVALUATION: 10,000.00. FEES . . . . Permit Pee . . . 235.70 . . . . Plan Review Fee . 153.21 . Total Valuation . . .00 . ' Use Tax . . 180.00 . . . . . . . TOTAL' r*.:. . . .568.91 . . . . `Canditidns: TRC: PCD OKAY . . . . . . . . JS : . APPROVED ~AS SUBMSTTED . ELECTRIGALMtfST MEST 2605: NEC . . . ' . SUBJECT'T0 FTELD INSPECTIONS I heneDy Ceztify that the eetbackdietancee propoeed by thie permit application aze accurate, anHdo not viClatt agplieable ordinance@, nulee or regulaciona:of the City of Wheat xidgc or covenante, eaeemente or.restrictione of recoidithaC.all meaeurementaehdwtt,'and'alTegatio»amade are accurate; that I have readand a9ree to abide by all-,conditionaprSnted ott this applicat{pri and that Iaeeume fuflresponsibility for compliance withthe Wheat Ridge Building Code (I.B:C) .antl all:other . applicableiilieatRidge0adinancee,for work undM this permit. 81ane eubject to fieldinspsction,. Signa[ure oEcorttractor/ow+lez' date 1. Thls pexmie was Saeued m acwzdance with tha provieions eet forth in }rour application and:is eub7ect to.the lawsof ihe State ofCOloradti and tothe Zoning Regulationeand Building Codee of wheat Ridge,COloradoor any other~applicable ortimancee ot tne City. 2. This.pesmit @hall expire 180 days fYOm the ieeue date. Requeeta for an exteneioII muat De received prior to expiration date. An'exEeusion mey bG.gYanted atthediecretion of the euilding Official. . 3.3E 4h#e,permitexpirea, a newpexmit may be acquired Eor a fee of one-half the amount noraa]ly requiYed,`prwideel no changdahave.been or wi13 be.made in the origiaal plans and epeciticationa and ang euepeneion ot abandonment has.not exceededone(}) year.. If'chasigee.have.been or if auapeneionor abandonment exceede one (i),year, fulTfees eha21 be pa4d Por a new penmlt. 4.Na wik.of any mannes eha1L tie done that will change the natural flow of water caueing a drainag0 problem.5:~.ContraCCOr.8ha11 notiEy 4he. Building Inepector twenty-fouz (24) houre in advance for all Snepect3one and ehall rECeive wzitten.epproval..on inapectian card before proceeding with eucceaeive phasea of the job. . . 6. TNeieeuance of a pexwxt or 2he approval ofdrawings and epecificatione ehall not be conetrued tobe a permit fos, nor. an approval oE, any violatio of theprovisions of the buildin9 codee or any other ordinance,law, rule or regulaiion. A1] plan re'uiew is eubj field inepectione. . .y.. " _ . . . . INSPBCTIqN-REQiJB$T LINBs:(303)23i-5933 BUILDING OFFICE: (303)235-2855 REQUESTS.MUST SE MAL)E..BY.3PM ANY.BUSINESS DAY FOR INSPECTION THE FOLLOWING 9USINESSDAY. ~ ~ . . . . ~ . . o ~ ~ Z = D CD ~ 05 oO ~ a o ~ ~ ~ ~ N ~ ~ ~ N ~ \ CD N ~ ' ~ 6 0 CD e, Z ~ CD c ~ O ~ m ai ~ ~ v ~ 0: ~ m ~ d ~ :a ^ ~ O o - ~ C Jv ' m Z~ 4. y ` (D ~10 CD ' m :3 ~ w ~ r w tC` f~D W z N 'O m 0 d Z Z O m n 0 ~ 3 C z w ~ o O ~ N~~•~ ~ 0'(on3 m CD. W ~ z v ° .~n.., m W~0 v N Q . ~ C,'_ u5, m X ~ ~ ~ . p ❑ W " ? ~ 7 N ~ O ~ CD \ t~p ~ • O ~ N N 1 G CD - 6 (D m m o y a N ~ ~ m 3 ~ ~ O Q ~ ~ o 4 ~7 m = m ~ Z m w 0 N A ~ m w w ~ ~ 'D 9 ` 0 6 C a N N N N 3 ~ » Z Z o t!~ C 3 ~ s m -0i ~ • 0 ~ n t~ n 0 3 3 C Z o ~ ` NW m c,~"'n ~ W C N~ C• r O o?~a 3 r" CD~ w ~ z v ° y .~0., m v Wm 0 D NoG~ ~_N m T~OZ X lD ~ ~ 2008-01-31 15:01 BASIL 3034249733 » 3032352857 B-MSII EI4OCtI'K Wkreaww,R;de- 12005 W?5tri Avc. • Wf'ic,:il I:idqe, C(> f;OO33 • 30.1-4"l4 97',', • F,-ix 303-414-'-)106 January 31, 2098 Ciry of Wheat Ridge Building Aepartment 7500 W 29" Ave Wheat Ridge, CO 80033 Dear Kristi, Regarding permit # 070786: This permit expired on 1/26/08. I would like to request a one month extension on this permit• We requested ihis permit as part of a lazge commeroial job which required us tu wire new bank signs when World Savings changed to Wachovia throughout the Metro area. Daliveries on some of the signs were delayed well past their expected delivery dates. We have completed all the work, including the work detailed on this permit. Now we aro ready to schedule ow inspections and would like to have our Master Electrician, John Bagil, on hand for all inspections. He will be available to do this during the month of February. Thank you for considering this request, Margazet Basil ~ Secrotary ~ Basil Electric, Inc. P 1/1 4F wHEar ' q~c„ City of Wheat Ridge C~[ORP~~ Commercial Electric PERMIT - 070786 PERMIT NO: 070786 ISSUED: 07/30/2007 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: 01/26/2008 DESCRIPTION: wire 3 signs to existing circuits CONTACTS gc 303/424-9733 John Basil 01-8765 Basil Electric owner Wachovia Bank PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 650.00 FEES Permit Fee 38.49 Total valuation •00 Use Tax 11.70 TOTAL 50.19 Comments: Electrical must meet 2005 NEC Subject to field inspection I hereby certify that the setback distances proposed by this permit application are accuraee, and do not violate applicable ozdinancee, rvles or regulations of the City of Whea[ Ridge or cwenants, easements or restrictions of record; that all measurements shown, and allegations made are accur ~ that I have read and agree Co abide by all conditions printed on [his application and that 1 assume full responsibili or compliance with the wheat Ric~ge Building Code (i.B.C) and all other ~\.~p3.~ \ble Wheat Ridge Ordi(7 ~ wor er this permiL 21ans subject to Eield inspection. \ '7 13 0/()-7 1. This peEmit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. Thie permit shall expire 180 days from 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. ided no 3. If thie pexmit expires, a new permit may be acquired foz a fee of one-half the amovnt normally required, ptw changee have been or wi11 be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, fu11 fees shall be paid for a new permit. a. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for a11 inspections and shall receive writ[en approval on inspection card before proceeding with successive phases oE the job. 6. The iaeuance of a permit or the approval of drawings and specifications shall not be construedlaw, brule or regulationr an approval of, any violation the provisions of the building codes or any other ordinance, All plan review is sub~cC/~p~feld inspections. Signatuie of Chief aate INSPECTION REQUEST"LINE: (303)234-5933 BUILDING OFFZCE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. f COMMUNITY DEVELOPMENT DEPARTMENT Building PertnR Number. Of , of w"E'°Tq BUILDING INSPECTION LINE - 303-2345933 Date: ; a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Pj,~N # WHEAT RIDGE, CO 80033 - (303-235-2655) MINOR APPLICATION Property Owner: /L A- Q Property Address: ~ ~0 yd~}y~q J`l' , Phone: Contractor License No.: I g7 Ip S Company: 1)@ h ~ ~ C-I2,c.i`C 1 C , WC- Phone: 303- oI 7 3 3 OWNEWCONTRACTOR 51GNANRE OF UNDERSTANDING AND AGREEMEN7 I Bulldinn Dent. Valuadon Figure: I hereby certify that the selbadc distances proposed by this pertnR applieation are accurate, and do not wolate applicable ordinances, rules or regula6ons of the Crty of Wheat Ridge or covenents, easemenis or reshictions of record; that all measuremenls shown, and allegations made aie accutate; that I have read and agree to abide by all contldions printed on this application end thet I assume full responsibiliry for compliance with the WAeat Ridge Building Code (I.B.C) and all other applieabk Wheet Ridge Ordinances, forwork underthis permR. Plara subjecttofleld impeetlon. (OW NER)(CANTRACTOR): ei V 31UC: $ Permit Fee:$ Plan Review Fee:$ Total:$ Use of Space (description): Description of work: ~ta.r-- 3 Sq. Ft added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pertnit was issued in accordance wdh the provisions set foRh in your application and is subjeel to the laws of the StaM of Colorado and to the Zoning Regulations and Building Codes of Wheai Ridge, Colorado or any other applicable ordinances of me cay. (2) This perm0 shall expire 180 tlays Rom the issue date. RequesGs for an extension must be received priorto expiration date. M eMension may be grented at the discretion of the Building Official. (3) If this pertnR expires, a new pertnil may be acquired for a fee ot onaheHthe amount nortnalty required, provitled no changes have been or will be made in the original plans and specifiwtions and any suspension or abandonment has not ezceeded one (1) year. if changes have been or H suspension or ebandonment ezceeds one (1) year, full fees shaN be paid for a new petmiL (4) No work ot any manner shall 6e done that will chenge the naturel How of water causing a drainage problem. (5) Contractor shall notify Ne Building Inspector lwenry-four (24) hours in advance for all inspedions and shall receive written approval on inspee4on cartl bafore proceeding wiM successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construetl to be e pertni[ tor, nor an approval of, any Woialion of the provisions of the buiiding codes or any other ordlnance, law, rule or 2gulation. All plan 1evlew is subject W fleld inspectlons. Electrical license No: Plumbing License No: Mechanical License No: Company: fp,6,L e ~~R,~ Company: Company: F v1HEqT ~ A~m City of Wheat Ridge °OLoRpa° Commercial Electric PERMIT - 070788 PERMIT NO: 070788 ISSUED: 07/30/2007 JOB ADDRESS: 11300 44TH AV EXPIRES: 01/26/2008 DESCRIPTION: wire automatic strainer on irrigation pump. CONTACTS gc 303/421-1528 Doug Buesser 02-0960 Douglas Buesser Electric owner 303/205-7553 Mark Ruote City of Wheat Ridge PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees .00 TOTAL .00 Comments: electrical must meet 2005 NEC subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat xidge or covenanCS, easements or restrictions of record; that a11 mea.urements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prin[ed on this application and thae I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all o[her applicable Wheat Ridge Ordinances, for work under this permiL Plans subject to Eield inspection. of 6ontract~ date 1. This permit was issued in accordance with the provisions set Eorth in your application and is subject eo the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of wheat Rid9e, Colorado or any o[her applicable ordinances of Che City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of [he Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has mt exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, fu11 fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the Building Inspector twenty-EOUr (29) 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 apprwal of drawings and specifications sliall not be construed to be a permiC Eor, nor an approva7. of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. A11 plan review is subject to field inspections. Signature of Chief Huilding Official dace INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS NNST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . F WHEAl O ,P o m City of Wheat Ridge suiidin9 Permit Number: Community Development Department Date: CQMMERCLM & 1YIM TF .~"~4MILY Properky Owner. G'fr o Property Address: 3 e;r/ Contractor License No.: Company:'~]:),` )45 ~E"I.L' ~~PLJ".ACIO.FF +v h e <<4 r: w yy Q --r 'd'ycSScrt. Phone: Phone:. OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ BuildinqDept.ValuationFigure: $ I hereby certity that the setback distances proposed by this permit appiication are accurete, and do not violate applicable ordinances, rules or regulalions of the City of Wheat Ridge or covenants, easements or restrictions of record; that ali measurements shown, and allegations made are accurate; that I have read and agree lo abide by all conditions prinled on this application and that I assume full responsibiliry for compliance with lhe Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. (O W NE R)(CONTR4CTOR): (OWNER)(CONTPACTOR):PftINTEO ' DATE Value:$ Permit Fee:$ Plan Review Fee:$ se Tax: Total:$ Use of Space (description): w•' ~ z '4~ . 4 ~~o. s' Fce .c n e,2_ C9" Description of work: Sq.Ft.added BUILDING DEPARTMENT USE ONLY SIQ Sq.Ft.: COMMENTS: ApprovaC . . Zoning: . . COMMENTS: Approval: WORKS COMMENTS: ApprovaC DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: ApproJai: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zorting-Regulationsaod Building Codes of Wheat Ridge, Colorado or anyother 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) 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 ihe amounf normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension orabandonment has not exceeded one (1) year. If changes have been or if suspension orabandonment exceeds one (1) year, full fees shall be paid for a new permlt. (4) No work of any manner shall be done that will change the natural (low of water causing a drainage problem. (5) Contractor shall notify lhe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspedion card before proceeding with successive phases of the job. (6) The issuance o( a permit or the approval of drawings and specifications shall not be construed to 6e a pennit for, nor an approval of, anyviolation of the provisions of the building codes or any other ordinance, law, rule orregWation. All plan review is su6ject to field inspections.. Building Official F vrHear 9~°„ City of Wheat Ridge COLORPoo Commercial Sign PERMIT - 060226 PERMIT NO: 060226 ISSUED: 04/12/2006 JOB ADDRESS: 3490 YOUNGFIELD ST EXPIRES: 10/12/2007 DESCRIPTION: rem. 3 sets of illum. letters,repl. w/non-illum. letters CONTACTS gc 303/375-9933 01-7248 Young Electric Sign Co owner 303/237-1372 World Savings PARCEL INFO ZONE CODE: pcd USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 6,675.00 FEES Permit Fee 181.10 Plan Review Fee 117.72 xz Tot al Valuation .00 TOTAL 298'82 Comments Remove 3 sets of existing illuminated letters and replace w/ 3 sets of non-illuminated, per YESCO design #06-302 MR: PCD 4/12/06 KS: Must withstand 110 MPH 3-second wind gust 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; [hat all measu~ts shown, and allegations made are accurate; thae I have read and agree to abide by a11 mnditions printed on this appli ati n and that I assume full responeibili[y for compliance with the Wheat Ridge Building Code U.B.C) and all other ~..,.I' n_ Wheat Aidpe OXdinances, for work under this ~erm t. Plans subjec[ to field inspection. Signature o1: contractor/owner ' ' ' date ect 1. This peimit was issued in accordance wiCh the provisions set foith in your applicatColion othei applicablef the State of Colorado and to the zoning Regulations and Building Codes of wheat Ridge, ordinances of the City. 2. This perinit shall expire if (A) the work authorized is not commenred within sixty (60) days from issue date or B t e building authorized is suspended or abandoned for a period of 190 days. Y q rwided no 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normall re uired, p changes have been or will be made in the original pl ans and specifications and any suspension edrab full n fees shall t exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) y be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of waeer causing a drainage p=oblem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with sucressive phases of the job. no= 6. The isscance of a permit or the approval of drawings and specifications shall not be construedlaW brulePOrmregulation. an approval of, any viola of the provisions of the building mdes or any other ordinance, All plar, ~is~5 ect to fie inspections. daCe >ignat e of C ef Buil ing fical INSPECTION REQUEST LZNE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS NNST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. YOUNG ELECTRIC ® SIGN wesco. COMPANY Denver Division 303.375.9933 3770 Joliet Street 303-375-9111 (Fax) Denver, CO 80239 www.yesco.com WORILUE' SAAAAAAAAAVIONO 3" 8'-5" Address: 3490 YOUNGFIELO ST. WHEATRIDGE, COLORADO Designer: CASEY EASTON 3'-4" 1'4" I Lr ar;.y; (3 Ea.) Sets Of Non-Illum. Rev/Chap. Letters 3/4"=1'-O" Letters To Be Constructed Of .125 Alum. Faces w/ mo Welded Aluminum Returns Painted White (Gloss), Letters To Mount Flush To Tower Fascia. Sales: CHUCH BONCORD8~ / Scale: NOTED J- Date: 3.31.06 Revisions: Work Order: NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. FVWAGE 0 Wn IM Rb1NN NAICATE YOUI VOCACB NHE THIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUB PROPOSAL THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY DF YOUNG ELECTRIC SIGN COMPANY. PERMISSION TO COPY OR REVISE THIS DRAWING CAN ONLY BE OBTAINED THRU A WRITTEN AGREEMENT WITH YESCO. SEE YOUR SAYS REPRESENTATIVE OR CALL THE NEAREST OFFICE OF YOUNG ELECTRIC SIGN COMPANY. DESIGN#: 06.302 Paige: Of: I 1 I F-1--] CONCEPTUAL VIEW OF SIGNAGE N.T.S. YOUNG ELECTRIC SIGN wescoe COMPANY Denver Division 303.375-9933 3770 Joliet Street 303.375-9111 IF.xl Denver, CO 80239 www.yesco.com 10"k Aft A' I f 1! 3" 3'-4" 8'-5„ (3 Ea.) Sets Of Nan-Ilium. Rev./Char. Letters 3/4"=1'-O" Letters To Be Constructed Of .125 Alum. Faces W/ .080 Welded Aluminum Returns Painted White (Gloss), Letters To Mount Flush To Tower Fascia. Address: 3490 YOUNGFIELD ST WHEATRIDGE, COLORADO Designer: CASEY EASTON _ Sales: CHUCH BONCORD Scale: NOTED Date: 3.31.06 Revisions: Work Order: NOTE: UNLESS OTHERWISE NOTED, ELECTRICAL RUNS OR FINAL ELECTRICAL HOOKUP CHARGES ARE NOT INCLUDED. ILLUMINATED DISPLAYS WILL BE WIRED FOR 120 VOLT POWER UNLESS OTHERWISE INDICATED. F YOLTl4GE 6 NOL i~ PLFISE re)If:ATE YOI.~ 1gt7AAY ISE CONCEPTUAL VIEW OF SIGNAGE N.T.S. DTHIS DRAWING WAS CREATED TO ASSIST YOU IN VISUALIZING OUR PROPOSAL THE ORIGINAL IDEAS HEREIN ARE THE PROPERTY OF YOUNG ELECTRIC SIGN COMPANY. PERMISSION TD COPY CA REVISE THIS DRAWING CAN ONLY BE OBTAINED THRU AWRITTEA AGREEMENT WITH YESCO. SEE YOUR SALES REPRESENTATIVE OR CALL THE NEAREST OFFICE OF YOUNG ELECTRIC SIGN COMPANY. DESIGN#: 06.302 Page. Of: 1 1 1 1 1 1 L J J WORLD SAV NGS TENANT SIGN m Z --q m M 5~ yes ry w z w TENANT SIGN WORLD SAV NGS m Z m m S'I yN5 rr, F-- a z z w COMMt1NtTY DEVELOPMENT DEPARTMENT pF WHEATq gUILDING HNSPECTION-LINE-303-234-~5933 ~ oCITY OF WHEAT RIDGE 7300 WEST 29714 AVEMUE VYiJE,AI RIDGE, CO 80033 -(303-235-2855) APPLICATION Prorertr. Owner. w or-L.n sAV,.Js 3 PropertyAddress:3yyy j,ou..1SF)E'•P 5T. Contractor License No.: / 72 y8 Company: y0✓..xr Ea&cr~~c Sis.+ CM~ PA~'I Buitding Pertnit Number: Date: Phone: 303- 2 37- ) 37 Z' Phone:3a3- 3~$-9933 pWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Dent Valuation Figure: ' hereby ceAiythallhe setback distances proposed by this permit application are aFCUrate, and do not violate appliwble ordinances, rules or regulations ofYhe City of Wheat Rid9e or covenants, easements or restrictions of record; that all measurements shawn, and allegations made are accurate; that i have read and agree to abide by atl ~aWRwns printed on this -application and that Iassume full responsibUity for tqmpliance wRh Me Wheaf Ridge Buildmg Code (I.B.C) and all otherapplicable Wheat Rkige Ordinances, for work under this permd. Plans subjed to field inspection. (OW NER)(CONTRACTOR): Value:$ Permit Fee:$ Plan Review Fee:$ S T TOk'tl:$ Use of Space (description): 5o, N K Description of work: gE-rs oF Ewsn~s ~LIVMIN14'~D ~~T'~'~s f'^'o 9 bm.vrc 3 ~sco REPc.scG w~n~ 3 f6n eF Nor+- Iu.~Mw~rav~G~ERS~ f~2 Y Sq.Ft.addec! Or~ 'D &S~yN at 0C.-3oZ. COMMENTS: n~ ✓ ~ Approval: Zonin9: COMMENTS: Approval: IORKS COMMENTS: Approval: DEPARTMENT USE ONLY aPR 1 1 206 Ks, Approval: I I Iciccupancy.' Walls Roof Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: CDmpany: Company: Company: Expiration Date: Expiration Date: Expiration Date: ADprovaP Approval: Approval: (1) This permR was issued in accordance wdh the provisions set forth in your application and is subject to the laws of the State of Colorado and to thg Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This pertnit shail expire'rf (A) the work aulhorized is nol commenced wRhin sixly (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permil expi2s, a new permil may be acquired for a fee of one-half the amount normaly required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. It changes have been or rf suspension or abandonment exceeds ona (1) year, tull fees shall be paid for a new pertnd. (4) No work of any manner shall be done that will diange the naturel flow of water causing a dreinage problem. (5) Contrador shall nqtiy the Building Inspedor tweny-four (24) hours in advance tor all inspedions and shall receive written approval on inspeqtion card before proceeding with successive phases of the job. (6) The issuance of a pertnd or the approval ot drawings and specfications shall not be construed to be a permit tor, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. 00 ' ~ t -I I i ~ 1 ~ f s r i 1 ' ~ 1y- _ i } _ ~ ~ _ F ~ 't -I 1 ~ ~ { 1 I i I I it {~r ~ l I ~ ~ ai . BuildingPermit CTTY OF WHEATRIDGE . 7500 West 291T-I Avenue Wheatridge, CO 80033 . 303-235-2855 e#K 4tz3ttS 44.{~ w citydWfia~tf3dge ~ ~ve' ~y Permit Namber 18697 5/11/2005 Inspection Line 303-234-5933 Commercial Miscellaneous PROPERTY 3490 Youngfeld St Unit: OwrvER: World Sauings Bank . Description ADA compliance renovation of restroom _ _ Fees --[Due =Use Tax $112.82 _ L$112 82--~ Plan Review Fee_ _$117 72 81 10 ~7.~2 Permd Fee $1 Total Fees 4 1.64 CONTRACTORS - - _ _ ~ - Sohd Rock Construction 122266 L209814142 ' - AUTHORIZATIONS _ _ J _ TYPe_. Notes _ I ~~ved Bwlding_App~oval__, rok w/ notes. Sqbject to field insp, _ 1542005 ~ . Uoi[s: Occupancy: B Walls: Roof: Stories: Sq Feet: o I Aereby certi(y ~Aa[ the i als[mm' pmposcd by tMs permtl ~ppllc~NOn art ~~cunlq+nd do no[ vbbts ~pplloble ordivocn, rvks or regohtlom af Ns C1ry of Whea~ RIJee or m ¢~ummb or lom of reao ; f~~t ~11 menurtmmb ahowq mtl ~Ikgalbm m~tle ~re ¢aunfG M~f 1 hrve rc~d .nd qrtt ro abide by ullreepomibi4tyforcomplimcewlaheheWAe~tRidgeBuiWNgCodeQI.B.G)antlo1M1er.pplla.ble ~tlroodonap tM nthie~pplkatfoq~ a[f• A Whem Ridge orAin s, for work und t ~$l.° sJ° S'OuD P-GCiC ~aKTX~i'd ~ y_ oS (OWIi6R(CONTRA ) SIGIVEDDAT 1 TM1is permit wu IssuM io veeordanae w10 the pmvisione set fonh In yoor oppliutlon ~nd fa euEJeat ro ~Ae bws of~he S~~~e af Cobnao mod ro the Zonlne . Regulatlom md Building Code o( WFOt RIdYe. Colonda or auy ocher ~pplievbk orOin~o~a of the City. 2 Thiv permil ahall expire If (A) the work nufhariud ie ml rommenced within aixty (60) drys from Baue Jv[e m(H) the buOJieg whorbed B suependcA or, abmJOnetl for n period of 130 tl.ys. ] IftM1ix permit expim, a new permit may be ¢quired (or . fee of ono-Adf the amoun[ narmally requind, prvvided m chmees Aave ban or wN be made in the origiml plam md n0«ificatlom md any euepemlan or abmJOnmmt haa not extteded one (Q yor. Ifchonen art maAe or if swpmsion or abnndanmem exc«de onc (1) yoq full f«. ahell be puid for . osw permit. 1 NoworkofmymannersM1a06<donelhatwillahmC<<henaNralMwofwalercausingadninageprobkm. 5 Coetru[or ehJl mti(y the BWldine Inspce[or Iwenly-fwr (20) houn in advanoe for vIl invpediom and aAJI recePoe wdHm oOProvtl on InepMian nrE befort proceedine wltM1 euceueba Ph. aftM1CJub_ 6 The Ivumc It or Pp or val of drmin ayu! spttiMa[lane shall not be construed m bc a permlt faq mr an approval a( any viohtbn of the proW~ o uildi odesor/oce,lm,rv4orragu~tian. G - ChieBWWInglnsp«ror SIGNEDDATE Wednesday, May 11, 2005 Page 1 of l COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: o~ W"E'",~ BUILDING iNSPECTION LINE - 303•234-5933 Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WMEAT RIDGE, CO 80033 - (303-235-2855) ~°~°R"°° APPLICATION Property Owner: OiCf.t S4"✓1k&S K PropertyAddress:3c/'jQ y0✓NGFi" ST W1'6411-10bF T0053 Phone: Contractor License No.: Company: SOU 0 2oCK CpNST~✓on c~v Phone: 72., - 9r/- Y/1,2 OWNER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 Buildina Dept Valuation Figure: S I hereby certify that the setback distances proposed by this permit application are accu2te, and do not violate appticable ordinances, rules w regulations of the City of W heal Ridge or covenants, easements or resUictions of record; that aM meawrements shown, arW allepations made are acwrate: that I have reaC and a8ree to abide by all condiGons printed on Nis application and that I assume full responsibility for compliance with the W hea[ Ritlge Iding ode (I.B.C) and aIl other applioble W heat Ridge Ordinances, for work un r his p i ans subject to field inspection. (OWNERNCONTMCTOR):SIGNEO ~ l REJ~4jt DATE s O.f (OWNER)(GONTRACTOR):PRINTED DATE Use of Space (description): -9#0K Descriptfonofworic: ~4 0VKAJ4N~ prowp✓A%nON Sq.Ft.addad Value:$ Permit Fee:$ Plan Review Fee:$ TO~:$ UG ,QE~cr~^t USE ONLY Approval: Zoning: IGCOMMENTS: ~ 4!~ MProval: ~'rclc! I nS~cl lo~l. ~ C. Iwe Y vs^~f"~ wowcs coMMeNrs: MMOVac DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: ElecUical License No: Company: Plumbing License No: Company: ~ ~ S 7~qs Residential Units: Mechanical License No: Company: Expiration Oate: Expiration Date: Expiration Date: Approval: ApProval: ApProval: (1) This permit was issued in accordance ndth the provisions set forth in your appliptlon anA is subJeU to the laws oi the Sfate of Cdorado and In the Zoning Requlations aM BuilCing Codes of Wheat Ridge. Coloredo or any other aDP~icable ordinances of the Ciry. (2) This pertnil shall erzpire if (A) the work authorized is not commenoed witlhin sixly (90) days from issue dale or (B) the building authorized is suspended a abandoned for a period of 180 days. (3) If this permit eupires, a new pertnil may be acquired for a tee of one-half the amount nortnalty reQuired, Drovided rw rhanges have bean or will be made in the oripinal plans and specifiptions aM any suspension or abandonment has nol exceeded one (1) year. If charqes have been w if suspension w abandonment exceeds one (1) year, tull fees sha11 be paid for a new permil (4) No work of any manner shaN be done that vrill chanpe the naNral 1bw of water causinp a drainage Pmblem. (5) Contrador shall notly the Buildiny Inspactor lwenty-fow (24) hours in advance tor all inspections and shall receive written approvai on inspection eard beforo DrooeeCiny wim succassive phases of the job. (8) The issuance of a permit w the approval ot drawinps and specifirations shalf not be consWed b be a pertnil tor, nor an approval of, any violation of the provisbns of the building codes w airy other ordinance, law, rule a reguWEOn. All plan revfew Is j49 to Mld Chief ildi g Official K L. WORLD SAVP`iGS Scope of Work Restroom Renavation Branch #242 Wheat Ridge, CO ACtachments: A. World Savings Wark Ruies Q_ World Savings Painting Specification, dated 311/02 C. SK-242-1, Existing Ploor P1an, dated I0l15l04 D gy _242-2, Demo Plan, dated 10115104 E. SK-242-3, Work Area Plan, dated 10/15/04 F. SK-242-4, LavaYoryDetails, dated 10115/04 G. SK-242-5, Grab Bar Detaits, dated 10/15/04 H. SK-242-6. Sign Details, dated 10/15/04 '-7() CA Or M ~ wYµ.~•~,. All work shatl be completed in accordance with Attachments A and 11. durin non-business hours. Work to be perfornned ~ All work performed by the contractor mzast meet ali Federai, State and Local accessibili?,\ o! any fied to Woxld Savings prior to performance guidelines. Any aeficiencies shal] be identi nomco»-ipfiant work. ~G 1~ ,tin r drinkin fouutain er Attachmelafs C and D. Ca water su_pl~and d,Ln liaes and anv associated electrical. 2. Demo existing HVAC supply duct and gril.le from above the men's resti-oom door_ Savc to renisCall. 3. Demo ex3sting walls, metal partitions, associated hardware, counters, ,avatory, d~ors, doarfranles, speaker grilles, electrical if appliczble, lighting if ap licable, and {loo:ing from men'T,"and,nd one toilet from women'tta~ oil. Ca~aff wat rmupnl~ndaa, i~` waste 4. Cor.struct new resuooms with 518" dry wall, with one electrical switch on the ins=,':~ the wall 4" from doorjamh, 4$" centerline above finish tloor (aFF). Ne~c l~gi~t sw operate the existing ceilino fixtuce(s) per Attachment E. 5 oP . Instatl new 3'-d" doors in each women's and men's restrooms, matching liei it existing ianitor's closet door. 6. ReinstaIl the HVAC snPplY duct and gril1e above the newly installed men's room door. 7. I men's restroom reroute water sup ly, waste lines and floor drain to acconunodatc Fer Attachment E. /gv nnoU 6 r✓'ZOrv, W R'-a ~a~c,~2ooc 242 ADA Rcsleooms.dac '2I ~l(,' L ~ Page i af 4 ~ 8. Procide and install new toilet paper dispensers in men's and women's restrooms. Dispenser sliall be mounted at a rninimum height of 19" AFF measured to the centerline of the bottom roll. 9. Install new toilec seat cover dispensers with opening at 40" AFF per Attachment E. 10. In women's room, install one new feminine napkin disposal unit at same height at toilet paper dispenser at the end of the grab baz per Attachment E. j~ il.Install one new lavato in each restroom er Attachment E& F. Lavatories shall be mounted with the ri in or eounter surface no higher than 34" AFF. Provide a clearancc of at least 29" AFF to the bottom of the apron Tn addihon to clearances the followin > knec clearance is re uired undemeath the lavato : 27" minimum from tbe floor to the un erside of the lavatory which extends 8" minimum measured from the front edge un erneath the lavatory back towards the wall; if a minimum 9" of toe clearance is mximum oP 6" of the 48" of clear floor space required ar the fixture inay provi e, a a exten into the toe space. 12. Install new mirrors in each resh'oom, mounted center above the lavatory, with the bottom edge of the frame no hiaher than 39" AFF. 13. Install new trash receptacle per Attachment E. If receptacle doesn't fit where shown_ install as close to the lavatory as possible. PaPE2 TWJFL Dt5QK"1;E1Z TO t5E Lid" tSFF tY+A>e. 14. lnstall new grab bar in each restroom 33" AFF to the centerline of the bar per Attaclnnent I: & G. Note: may be mounted at 36" AFF centerline of the bar if toilet has Ild. 15. Provide and install vinyl composition Cile (VCT) and base in both restrooms per Attaclunent E. Pattern to be checkerboard. 16. Prepare restrooms, common area, janitor's closet walls and ceilings to a smooth finish, prime and paint all new and affected ad}acent surfaces per Attachment F. 17. Match the ceiling tile in kind in the common area. Paint all tiles. 18, Install new locksets on the restroom, janitorial closet anct mechanical room doors. 19. Strip and sand the janitorial closet and mechanical room doors. Stain all new and e;, Estin- doors on al1 sides and reinstall. 20. Install new Federal resYroom signage 3" from the doorjamb on the latch side of thc door, 60" AFF to the centerline of the sign per Attachment E. 21. Pxovide and install Roundel Rubber Flooring in the common area. Install cove profile T- profile viny3 molding at the aggregate to Roundel Rubber Flooring and Roundel Rubbcr Flooring to VCT transitions per Attachment E. Replace wali base in kincl throughout the cornmon area. 242 ADA Restrooms.doc Page 2 of 4 72102I2004 APR-05-05 TUE 04:41 PM WORLD SAVINGS CORP FAC FAX N0, 510 496 4509 P. 06/17 ) i ~ ~ ; 4f ti , N ti ti ~ ~ MM'L V 1 22. Contractor shalt bc respmtsible for fielcl veri Cying all dimcyuions. 33. All matcrial and dchris shall bc rcmovcd and tlisposed of off srte daily. 24. Finish Sclicdule: Field veiily all colors , hlate~~al Manufacturcr Finish Culor . C•omntenls ~ Scat Cov~~• Taitet I3obrick Sotin 221, Sfainlcss Stccl 9 Mount at 40" to I pi::penser Washroom Lqu t~mcnt ~ 'I'oilct'I'issuc Bobrick 5atin B-2888, Stainless Steel Surfacc mounted, Dishciksar Washroom rriulti-roll lquipment 1,iquicl Soap . • Bobrick Bright Polishat $-822 Lavatory mounteci pigpenscr Wlshroom Finish EquiptncnY Mirior^ 13obrick Safin F B-z90-243fi, Flat wall Instnll at 39" AFF W ashroom mounted mirrar to thc bottom nf Nie lsquipment mirror. 7'owcUWastc _ I3obrick Salin B-3944, Stainlcss Stcel Rouoi opcning: ' Rcccptaclc Unit Washroom Reccsscd papcr 16w x 54-3/4" x 4" i Equipment lqwel/wastereccptaclc min.dept1i 60-1/2" higli barrier frce. Grab f3;irs . Robrick Satin B-5837, Stainlcss 5tcc1 Mountcd at 33 Wasbraom i Coneealcd mounting with centerline ol'b:tr Femininc Na.pl<tin ~ Equi~mcnt Bobrick Satin ' snap 1lange B-270, Staintcss Stecl, t d ll ~ - ( omcn's rootrt~ nl\ - I Dicpos;il lJnit Wiashroom moun c wn o Fquipment 11 ('Onl Hook Bobrick Polishcd B-671, Chrome, door Install on back oP Waslu•oom mounted reslroom door at l'il~c C'ov~r Liquipmc:[it - - '1'ru,~ (3ro Smaotli Hi h 103 ChmaWhite 46" AFF Mi R~A~ > ` R00 340-5)G9 Gloss 303- Z$L -!S/S T Floor Drnin Match cxisting Match cxisting _ Match existing J~ I,nvatoryT Americt~n _ Porcelain y R.R.H. - Wall mauntcd with Stamdarci 0355.034.M012/White conccaled hanger'a ancl right liand soap (j1ti~CT1tiL'T. _ ~ atory Faucct American Polished Cluoane #5402,17111/5-3/8" w x C.'hromu plated witfi Standard 3-9/16" d x 3" h. aerator. , Cauccalcd Arm Smith M'fg. Co. t~700 Cotlccalcd within 5 's wnll. . . CT 1 V st..---rons----- Arcn 51851/Antique Wliitc Checkcr board attcrn _ Annstrong 51942/Curried Caramel C'hecker board ,pattern ' WaIlBascl Flcxco !020/Neutrail Rcstroontson]y 242 A6A Rcolmum::.doc PLf.'c 3 UCS 1zrozrzuoa bt,~ APR-05-05 TUE 04:42 PM WORLD SAVINGS CORP FAC FAX N0, 510 446 4509 P. 07/17 Wflll 13asc 2 M:itch in Kind _ ~ . Mutch in Kind y , Conunon area on ~ ' ubl~er Fl<~or Tilcs R lohnsonitc Roundel Rubbcr I~loo ~ . $~+StCitt ~FO/F3lack #9S0 d b l ~ strips Mcrccr Burkc ooth Slyle #930, Black to , atch rubbcr floorin y por c minum track al u ' J m hite l3cnjarnin Moorc lat Ceiling: L MatcU existing w Walls: Eggshcil Doors &'1'rim: l i oss Sem -fi r""" Any Solid, S PIY, Prc.~niuni gradc birc particlu boarci d c hardwood f Uand. ~ I..ocksct gc Sdila U.S. 26 Chromium D4QS Rh Privacy levc~- and qh7 ain bctuing, fiill gcr Biight c 4 5 x q 5 ortisc [)O~~rp 1-lohnson Gl Ym U.5. Chromium 3/F1 lee:l dcpending umher n l~u ht oCdoor Oll0i11. tlager U.S. 26 -(1.5. 26 tLhcxles lever an(I roset .26 C ' ,nJ 12 'lain . . ~ 11 ~ 4.5 x anortisc FB15/Floor mounted Sclcct model Uottolr). 242 AUA Rcsvanmsdnc Yayc 4 uf 4 12/0212WM1 APR-05-05 TUE 04:42 PM WORLD SAVINGS CORP FAC fAX N0, 510 446 4509 P. 08/17 WdRT.D SAVINGs Work Rnlcs AII work in the Uranch and on cxtcrior, punthouse and coinmon arcas is Lo occux with m»>imal disruption to thc busincss. If appropriate, work sh:dl be pcrfonned duruig non-business hours. Lxtcriar painting may occur during husiness hours pmvided u clcan, se£e acccss to enlries of Uuilding is maintaiined at all fiiues. Work to tenant sp2ecs to occur during nou-Uusinuss hours. Seliedules of those hours will be provided. 1. Bnsiness Haurs Thc br~+ncli is to rcmain opcn at ail times during constmction. Hours of opcration are: . Mond,ry thruug11 '1'bur8d2Ly 9:00 a.m. - 5:00 p.m. . Pciday 9:Q0 a.m. - 6:00 p.m. . Saturday 9:00 a.m. - 12:00 p.m. 2. Noiye ancl Vihration '1'hcro sl~all Ue no ik'nokhammers, saw cutting or othci continuous running tool ihat will crcatc disrupYiou wil.h the Uuilding occupants auld customers. Wherc practical, all eutting by skill saws and other noisy, work sbotdd be done oulside the building. Olherwisc, tlus work shall be accomplislicd atter normal operuting hours. 3. 5afeLv 'I'he wqrlc site shall be kcpt safe at eill times. All applicable safcty requircmcnts of 4SF- arc to he adhered to at all times during the perfonnancc of any work. 4. ParRin.g Vclucles associated wilh Work being pc-rforuied are prohibiteJ Crom parking in spaces adj lcent to the building or close to the main entry. Pazking shall be peiniitle(l in dcsignlted parl:iug areas away from the Uuilding, so as not to take availaUle parkinb away Erum tlie building's cnslomers or tcnanis. 5. 'I'clen6oncs 7'lic projcet sile tclcphone facilities are nat for use Uy peisoruiel associatcd witli the wor c Ucing perforsued. Temporary scivice shall be provided if the job warrants. 6. )'rntectiouoil4atwork 'i'he company responsiblc for the wm'k hcing perfonncd shall protcct all extenor and intcrior flalwoz]c adjacent to the worksite, and all exterior and intcrior flatwork overwhichpcrsonnel, equipmcnt aucUor malerials wi11 be transported. Protectiou of flatwork shall be continuously mairitained as required. Provide protection in accoYdanee wi4v applicable saCety xcgula:Lirnls aiid iu a manner ilizt wiil not endangcr the public ii1 any way. Daznage lo f1zwork slaall he rcpsired at tlie expcnsc of the person respansible for the damagc. Fagc 1 of2 Wy Wrn9c Rnlcs CO-2002.Anc APR-05-05 TUE 04:42 PM WORLD SAVINGS CORP FAC FAX N0, 510 446 4509 P. 09/17 Prote.ction of Othc~• Snrf~ccs Sur£ace areas snUjeck to damage shall be proteclefl. cmupany responsiUle Cor the work being perfomicd. Damagc sliali be corrccted Uy thc 8. Utilitics Power dnd v.'atcr are limited in capacily to the quantities pn:sently availablc at the worksite. i~avtlown Ai'ea q Iaydown .irea for the storage oFinatcrials wi11 Uo desiguated Uy World Saviugs prior to tlc eommencement of worlc Maleriai stored in the laydown arua will be kept within 1he conCines oTlhc 1aYdown arca, kcqit to amininnnn, and stored in an orgaiiired and sightly pY11117CC. ]Q (u111 Y.T ) Tllc jobsite and adjacent arcas shall be kept clcan and fi•ee otdcUris at all timcs. 17'ash an dcbris wiil be rcmoved from the worksite daily. Fumihire aiid casework shall be protectcd aud dusled upon complcYion daily. 1 1. StCUrit y 'Q P "1'I~e johsi te sl~nll be sccw~ed at fllc end of eacl~ work day. Brflttcli sectltiiL ~ ui ment s11a11 e ill olieratinn at afl lilnes. Camera coverase sliall noe be diffiised. Notify World Savittgs 72 houa s pnor to the relocation or modificatiou of SecLUtity devices. 12. 1ZcPair of llun»o-es 'i'Ilc (A)i3ipauy responsible tor~thc wotk pcing performed will be responsiblc for the~ncd nny and a11 damages resullin~ from ihe ersonnel associatcd with the worlc beiiig perfo at no cost to World Sav+ngs. 13. DisrnDtion of Adja~nt Sua~~_ 'fhc compnny responsible for the workUeing pcrfonned shall make evcry effort possiblc lo kecp tlie disturbauce of ongoing branch operltions to a minimum. 14, Advcitisin TLe Contractor sllnll not apply slickcrs, sigiis or other ldvedising at the site or on anY prupealy. I 5. U sc nf rnc'rlitics 1'he contractor's slat'f shall nol Uc nllowed to use any of the brulcil bank facilitics dunng Utisincss Iiours. Page 2 oF2 WS Wm'lc Itulcv C0,2002.dx APR-05-05 TUE 04:42 PM WORLD SRVINGS CORP FAC FAH N0, 510 446 4509 P. 10/17 WO12T.D SAVINGS Painting Specifcation 1.0 GENF:CiAi, 1,1 The intcnlion of ihis specification is to have all inlerior and exterior surfaces painleaUlinishcd dioroughly in evcry respecl whcthcr specified or not, unless otlierwisc noted. 'Ihc Contructor shall provide al) neccssary lubor, matcrial, cquipment and supervisioii to pcrform the work dcscribcd in the Scopc of Work, World Savings is ralying on your expCrlise io Biorouglily examinc this speeification, work site und conditions uundcr which work will be pcrformed before submitting a proposal. Jnunediatcly notify World Savings Corporate Facilitics (WSC:F) in writing, of any surfaces that cwinoi be preparcd or psinted as spccified. 20 MA1'LR(ALS AND FIN1SHES 2.1 iicfore worlc will Uc allowed to commence, lhe Contractor shall provide to WSCF a Urush- out card with lhe following information; manufacturer's stock numbcr, typc of paint, colpr name and ncimbcr. Also, prescut a complctc iist of coatiug products and manufacturcrs that will Ue used. A11 coating products shall be kom the same iaianufacturcr and verified for conipatibility. 2.2 All coating products shall Ue mixed and applied sUiclly in accordance with the manufaclurer's printcd spccifications. Undercoats may be tinted to the approximate color of the Gnisli coat. Comply with ntarntfacturcr'sspecifications as to enviromnental conditions undcr whiCh eoalings and related materials can be applicd. 23 All coaling pruducts shall be de;livered in original sealed containers. Ouly matcrials rclating to project may bc storcd on site. Confirm storagc location and slaging area with WSCP. Adhcre to all manuractnrers, fcdcral, state aixt lncal regulations, rclating to fire nnd environmental conditions of slored equipment and matcrials. Upoii con,ptetion all inatcrials shall be rcmoved o(f site. 2.4 Dispnsal oCxcniaining paint products shaU comply with current applicable local, siatc and fodcral regulations. 2.5 Color sclcctions are designatc;d in tbe Scapc of Work. 2.6 Are1 Drywall walls: Ceilings: Doors and'Lrim: Ferrous Metal; Wood Surfaces: Wood PanclinJSiding: Stucco: Rc t~f Paint T}Re and Finish Water base Eggshcll Water Uase Flat Alkyd Semi-Gloss Alkyd IIigh-Gloss Water or Oit based stain Water base Seini-Glpss Watcr basc Flat APR-05-05 TUE 04:43 PM WORLD SAVINGS CORP FAC FAX N0, 510 446 4509 P. 11/17 3,0 WQRKMANSfl[P & APPLCCATTPN 3.1 All work will be perfomied by experienced skilled paint crailsmen to assure finished work is of liigh quality, Further, the craRsmciz sha11 be qualilicd to opexale equipmcnt azid rigging whcn necessary tu accomplisli work, 3,2 Do nqt procced with suxface preparation or coating application until weather and surface conditions are suitablc as defined in the coating manufacturer's specificalion. Altow surfxces lu clry and eure to manufacturer specificalions. 33 All surfaces shall be prcpamd by renioving contaminatcs such as paint scale, limc dcposils, mjldew, efflorescence, rust, gccase, oil, Jid, sealants azid other foreisn matter. 3.4 All surfaccs shatl be patclied, caulkcd, wire brushed, sanded, de-glossed as rcquired to ensure prnper coatiug adhesion. 3.5 Rcmove Ihe fallowinb items prior to beginning work, including but not limited to, wall aaia door dccals, posler framcs, ratc-boards, piclures, tapcstries, liglit sWltch platcs, duplex covcrs, esculcheons, nnd door locksets. Alt items listed above shall be rc-instulled upon complction of the job. New <iecals will be provided by WSCF. 3.6 CarcCully protcct flonring, furnitncc, cquiprnenl, surfaccs, landscaping nnd adjaccnt stirfaces agairist paint and damage resulting from staging scaffold rigs. 3.7 Owner shall Uc respoiisible for removal and reptacement of computer cquipmcnt and telephonr,s. 3.8 Remove dust, grit and foreign matter belween applications of all coating matcrials. Defects such as missed arai.s, drips, mns, sags, excessive stipplc/roller marks wiil hc refinished ELt ihe Contractor's expense, atier correctiilg the noted deficiencics. 3.9 All doors, lrim aud woodwork sliall huve a smooth brush finish and sliall bc paintcd on all sidcs including top, boltum, sidc cdgcs, azid faces. 3.10 Provide and utilize signs, barriC'ides, and other devices requircd to protect newly finished surfaccs. 3.11 P.emovc all maleiials, supplies, debris tmd rubUish from job sitc thc end of each workclay, Lcave cacli xrca in a clean, acoeptable condition. 3.12 '1'he Contractor shlll fix any/all work deemed unsatisfaetory by WSC.F oi manutacttrrer's represenlalive al no additional cost to WSCP. f+nln•r.crFr,7M'1 Arr Ponc 7 nf2 311 01 APR-05-05 TUE 04:43 PM WORLD SAVINGS CORP FAC FAX N0. 510 446 4509 P. 12/17 ~ ~ , Q , LLJ N Y ~ ~ ~ APR-05-05 TUE 04:43 PM WORLD SAVINGS CORP FAC FAX N0. 510 446 4509 P. ]3/17 ~ ~ ~ ti ~ e ~ f2elocate fire ex#inguisher F.E_ woMEN LE MEN up ~ ~ ~ c-"l._.1 u ~ ~ ~ " - oe ~ ,frr~W,wwrp s;,cc Zl~i n~ Io~~/ APR-05-05 TUE 04:44 PM WORLD SAVINGS CORP FAC ~ . N .N ~ ~ i- ~ {u --Ln .I1I ~ . t.~... ~.t ~ ~ . r._., .C ~ n V) t='- ~ FAX N0. 510 446 4509 P. 14/17 Q~ - , ~ . I ~v~P .l-= . . ey a'~~u I i ~ I 1C, F[Dc)- . LA.I vl~ ~ --m- ~__r~~_ 1-- I~ i ¢Y c N o' o~ . lil c ~ ~l~n . APR-05-05 TUE 04:44 PM WORLD SAVINGS CORP FAC FAX N0. 510 446 4509 i Z ~ ~ : ~ 8` MIN. KNEE 6" MAX. TOE CLEARANCE 17m CLEARANCE MiIN. REQIfIRE❑ LEAR SPACE P. 15/17 _,t~z_~rF" r Z-4 vf r,ey .b&~ ,~r4s io/,s/oy " APR-05-05 TUE 04:44 PM WORLD SAVINGS CORP FRC FAX N0. 510 446 4509 P. 16/17 54 min 12 max 1370 42 rnin 1085 ~ ,z w- ~ ti ~ (b) 51DE WALL TOI LET PAPER c rn ~ ,9r'"'ga1XfsNr q Sk'-1~{2"a G e. /o /S o'se ' APR-05-05 TUE 04:44 PM WORLD SRVINGS CORP FAC FAX N0, 510 446 4509 P. 17/17 h'L+;UET2AL STGNAGL -ADA Restroom Signage Tnstallation Requirements • All sitnis shaIl be blue ia1 color witli white profiles. 0 Signs sha]] adhcre to wall surface. (bo not use screws, nails, cte.) m Signs shall bc mounied on latch side of door. If thcrc is no wall space to thc latch side of thc door, signs shall be placecl oii the nearest acijaccnt wstli. W Sigus shall bc mountcd GO" aUove finish floor to tlie ccntcrlinc of the sign. GP Sigus shall have Braille. ADA Sign-Accessible Symbot - Meets Amcricans with Disabilities Act (ADA) requirements Interna{ional symbol and raised tactile graphics with brail(e. Radius design, molded plastic. Includes instructions and double- sided adhesive tape for easy mounting. 6w x 9h. i , , . `~:`r~G,'~1~AfY.S`~i • i. 'c . . U ADA Sign-Women (Accessibte Symbo!) k • Meets Americans With pisabiiities Act (ADA) requirements tntemational Symbol and raised tactile graphics with braille. ~ Radius design, molded piastic. Inciudes instructions and double- sided acihesive tape for easy mounting. 6w x 9h. e{ 2~~ P1CK.uP APA Sign-Men (Accessi6le Symbal) • Meets Americans with Disabilities Act (,ADA) requirements International symbol and raised tactile graphics with braille. Radius design, molded piastic. Includes instrue6ons and double- sided adhesive fape for easy mounfing, 6w x 9h. A-74CIIWe5NT y ►uildingPermit C1TY OF WHEATRIDGE . 9500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 2 GtyofVMeutKd~e Permit Number 18697 5/11/2005 Inspection Line 303-234-5933 compliance renovation of restroom _ ~Due - -j$11282 - - - - - - __1$117 72 - - - __F($t 181.10 RACTORS - License_# - Paid ~ 1$112.82 1 $117.72 ! - ~$181.10 _ - - ~411_64 I L - - _ - _ J =lPhone - 7209814142 ~ - - F4226675 _ ll - I : ! J ~ ~ - - =11Notes ZAp~roved i _ - 1 jok w/ notes_Subjecl to field insp._ . j5/9/2005 Occupancy: B Walls: RooL• Stories: Sq Feet: ih<utback Jivlnncn proposed by this pe'mit npplitalion an attuntp and tlo nol viohce appYCabk orJinmces, rvlu or regulutions o(the City of mmb, emxmm[v or resMalione of mcord; Ih, W mamremmm shown, and ~Ikemwns matlt me aeeunlr, [M1rt 1 hrve md and agrte lo vbide by d on tMS vpplkaHon, and IM1Vt I wume full rtaDOnslbNry for comptimce w10 tAe RTeat Ridge BuilJing CoJe (U.&G) and vll olher npP4uLk nca, for work under lhia permil. SIGNEDDATE - ;(pW(ICpxCONT9ACTOR) ';1 . qjy padl wn tuued in amordanoe wilh che pmvieiane aet forth in your vpplioa[lon and B subjen m Ihe lvwe of the Scate o(Colorado and m tAe Zoniog pe[pptlonu and BuiWing Code of Whea(RIJgq Colondo or any other appllcabls ordimncs o( [he Clty. ~1 . 7'W(yp'mp sha0 expire If (A) IM1e wark eulhorized Is not commcuretl wilhin dxty (60) dvys fmm Lvsue dvle ar (B) Ihe bulltling rvlharizN 6 suepmded or s4odoeeJ kro period of 120 drya. v1Yy pramdet ¢xptro, a new permit mmy be acquhed (ar a Poe of onMaIttFe vmwnt nornally rcqu'veJ, provltled m ahango hrve been or wN be made In Me pAgmdphw mtl spMMatiom and any mspenvbn or abmdonment has nol uceeded one (q yoar. If cAanees nre made or Ifsuapenslon or Wmdoummc efReM. oM (Q ymq PoII feee thall be paia for e new, pannit. ~~.4 NOwaYOfmYmmnerf1ul16atlonetM1a[willchange0ena[unllbwafwamrcrvsingodnlnneeprobkm. SCMtruynr sha11 mtify Ihe Builtling Inapec[or twenty-four (20) haure in otlvmre for.li lnepeellom and shall ncePoe wtllhn approval an inspecHOn nrd before `pretendIqwlNaucaeesivePhaueoftM1<lob. 6~[y~ ~p,e~rpmfi e aOProvnl af drvW.Iftg,s and epetific+tlona slull m[ b¢ rnnstrued lo bs a permil foq nor m vpproval of, nny viobtbn of the ~ m.me., l.w,.ule o...eul.mn. d(G uw.a m.v.cmr May 24, 2005 SIGIVED Page l of l ~ ~ 3 w O 0 R m ~ yw n 0 0 ~ ~ m d v 3 m° 05 n ~ c ~ a c N N 7 N ~ O O EF 3 v S c m a n~ ~ S s c N a ;J O n~ ~ o ~ m m ~ F m 3 ~ ~ m O T O A -1 x m m 0 r r 0 ~ z G) -0 C A ~ O N m m D r v m (n n ~ U ~ O z ~ A O a m x ~ < 6 7 ~ ~ m 3 F 3 o° m n " m > > ~n 3 d ~ N N ~ < 0 0 ~ o ¢ ~ a»' o ~p s ~ m m ~ d a ~ ;o S nt~ 5 d F o an~ » 3 ~ 'c ~ o n o c w 0 S 4 j N O ~ ~ d < T c ~`D c) cNO ~ ° 0 ~ m @ DD ~ < 1 O n A ~ c n A ¢ o ~ ~ O w^ w m c ~ nm m' c C) a g~ NZ o a o d ry n 3. N O N m d ~ m A ° m w ~ ~ n~ m d 7 p d O < C N N N p N J ~ 6 : l~.~1y l ~ ~ I~1 ~ M~I ~ ~ O O^ ` ^1 l 1 ~ ~ ~ l l ~ INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS3T/O yoCf/7 (e/rJ( SL , JfL.,.V r` _ ~ 0-94C4c / BUILDING PERMIT N0. /fO~S(o DATE ISSUED TYPE OCCUPANCY OWNER ~1W~~e~ L~/i.•9~nrr,~~ir ~ CONTRACTOR ._J'/L°JI'L.2-Y"' LO✓) SETBACKS FROM PROPERTY LINES: NORTH INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED RougYi :"'ectrical - j z_ _ocl Cy Rougl' 'lumbing Air Test Gas Piping Rough Heating & Ventilation Frammg Insulation Drywall Nailing Roofing Refrigeration Electrical Underground - P. - CLA ' I Final c) Electrical Cj ` 3- 3 1- o<~ Plumbing Heating & Ventilation ~ Frame R.O.W. & Drainage Fire Department S c Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROrECr rH/S CARD FROM THE _ WEATH~Q SOUTH EAST WEST _ N 9 s , w~ 0 w~ N 7 w0 A 0 ~ w W = . 0 :3 N S G fD Q m =3 N a m ~ d 0 ~ ~ ~ V ~ C9 ~ O ~ ~ C- 0 a D a a A N N ~ O ~ 0 CO) ' ~C 0 p C ~ n Z (D ~ h > 0 3 W ° . W cn m y W m ~ < m 7 N • ~ r 0 Z N N ~ 0 o ' m 0 < N z "1 m o v ~ m ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-2545933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 16786 3/10/2004 Property Owner: CALDWELL CHIROPRACTIC Property Address : 3490 YOUNGFIELD ST #B Contractor License No. : 21889 Company : Steiner Construction, Inc. Phone : Phone : 919-2366 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; lhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pnnled on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this ermit. (OWNER)(CONTRACTOR) SIGN[D~`~ DATE Construction Value : $10,000.00 Permit Fee : $235.70 Plan Review Fee : $153.21 Use Tax : $120.00 Total: $508.91 Use: Description : TENANT FINISH, DOCTORS OFFICES im BUILDING DEPARTMENT USE ONLY Zoning Commants:' SIC : Sq. Ft. : Approval: Zoning : Suitding,14qmments: OK PER REDLINES, 318104. Approval: DM Pwblic W6rks;Ccmmorits:'_ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21883 Plumbing License No :21889 Mechanical License No : Company :Standard Electric Company :Steiner Construction, Inc. Company : Expiration Date : 2/28/2005 Expiration Date : 3/9/2005 Approval : OKIKS Approval : oklks Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) lhe work aulhorized is not commenced within sizty (60) days trom issue date or (B) the building authorized is suspended or abandoned for a periotl of 120 days. (3) If ihis permil expires, a naw permit may be acquired for a fee of one-hal( the amount normally required, provided no changes have Oeen or will be made in the original plans and specifications and any suspension or abandonment has not ezceeded one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, lull fees shall be paid for a new permit. (4) No work o( any manner shall be done ihat will change the naNral Flow of water causing a drainage problem. (5) Conlractor shall notify the Building Inspador twenly-four (24) houre in advance for all inspeclions and shall receive wntten approval on inspeclion card before proceediin ith successive phases of the job. (6) The issu ce f a rmi the approval of drdwings and specifications shall nol be construed to be a permit for, nor an ap0mval of, any violation of the provl5 of e odes or any other ordinance, law, rule or regulation. s Chief Building In ector Please sign Terms and Conditions on reverse side of page. oa w"E4r COMMUNITY DEVEIOPMENT DEPARTMENT Building Permit Number. t BUILDING INSPECTION LINE -(303-2345933) Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE C~(ORPO~ WHEAT RIDGE, CO 80033 -(303-235•2855) 1 APPLICATION Property Ownec Property Address: 3~~10 ~CoUNC~T~~~~ ~ SVtTG ~ Phone: ConUactor License No.: 2,1 88~ Phone:3 03 ql9 ' a3GC, Company: 5"T2ajNi4Z cOT-A 5-TZVCTi0N ,INC. OWNERIGOMRALTOR SIGNANRE OF UNDERSTANDING AND AGREEMENi 1 hereDy certify that the setbadc distances DrWosed Dy ihis permit aPPlication are acarate, and do not violale O, J~Q 10 applicable oNinances, rules a regulatbns of the Ciry of Wheal Ridge or wvenants, easements or restrwtions ol Construction V alue: $ record; lhat all measurertients shown, and allegations made are aaurale: that I have read and agree m abide by peiinit Fee: $ e~~JQ all conditbns Dmted on this appl"Kation and thai I assume (ull responsibility for compliance wilh the VJheat Ritlge Plan ReV1CW FCE: ~.5 1z73'2-~ Buildirg Code (U.B.C) and all oNer /applicable WM1eat Rdge ONinances, lo(work under Mis permrt. Use Tax: s ~ 2c . co (OWNER)(CANTftAGTOR)'.SIGNEO""~"~~ DATE°l~nLq • ~ $ 50 .~1 ~ (OWNER)~CONTRACTOR):PRINTED I1e I STGI NCn DATE~N a6 04 Tota1 Fee: DESCRIPTION: 27 BUILDING DEPARTMENT USE ONLY - - SIC' q ~ ZONu+G CwueNrS: Approval: Zoning: BUILDING COMMENTS: j oi ~ 1 /~p Approval: ~ PUBLiC WORI(S COYYENTS: Approval: ~6ccu{;ancy- Walls f?oo(Slcr;as ResdaotialUn'[s. Electrical License No: H $ a.'} ~3~3 Plumbing License No: %'4qC~pt.I1 Mechanical License No: Company: LLL~ C-Ml C CompanY:S-r~ Company: Expiration Date: ~l~ 05 Eupiration Date: `b 13 i`aoo 5 Expiration Date: ApProval: APProval: Approval: (1) 7Tb pwmM wu bwM fn accwd+na MM the poNYms sk MM In your applkalbn an0 b wDHci W the um ol the State d Colora0o md to the ZmM9 RpulNions and BuN&nq Coda M Whul Rfd90. Coluado a anY otlw apOk+pM ordnanm of the Gry. (2) 7hM Drmit MY aYti N W the work wNaWd ii nol camMncW wYAin sky (60) a+Ys hom nwa dLLe ar (8) the huildinq aNAarltM N wWOMd a abandonM Ia a prbd d 170 Mys. (3) Y tlm, Owmdt aDM, a nw Wn* m1 a x9ukM tor a fr of mshaH Ma amounl nmmWY rpukkwd, Pnevided no Manqn htre Mas or wiN Oe made M the wiYfnal pln. rM Weclik+d^^• aW +nY w.pwWn a ah+ndwimmt nas nwl uaMW one (1) rw. tl chmW+ Mw Mn u n.usvMaon a abmdomment ucMds ane yor. M M M+l b pYd la a nw prmM. (q No warY d any mmr shal M 0ma tlul MII dwW the nahuallbw o1 walr auNn9 a AnNape prohlrn. (5) Contracta sM1 aaWY the Bu116nY MD"ior tmrAY'bur (21) houn in advanu M a0 impxtlons md Nd nuire writlm +VVmY on inspKWOn cad bd«a poaMinp sAM waai vh»n of the p0. (6) The It of a prnYl or the +Vp~'W d traMnpf ad sp~Uficadons Ma8 nN M conftruM to M a WnM la. na an apWwd W. mY ridation al the provisbns ol the Ny coEn or mY oihr orNnana, law, nlt ar rpWatlon. Chief B ' ding Inspector K2 Application Date: ~ 7 Permit No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 303-403-5900 Office • 303-940-0350 Fax • www.wfire.org Contractor Information Site Information Name:S-i`EiNEfZ GoNS-moCi}or,/ iNC , Address: 31'190 1-fWN6f1 ELO 5 i f SUri`L- (3 Agent: o'i STclNCr( Address: 0 si aLD62,06z§i 5-1'. Business:Gf'AtiD,sGLL Ctlld(U 62(~`Sl C -~574r~dt~r~c~arrsy Contact:fxl !S-)FSir' %-GG-)%L Phone: 303 Phone: , O~- o«- I attest the a6ove information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the property of the Wheat Ridge Fire Protectian District and is issued subject to conditions rnntained herein. Upon any failure of any condition including failure of clearance of any permit payment, this permit is subject to immediate revowtion and the permit must be retumed upon demand [o a represenWtive of the Wheat Ridge Fire Proan District. Signature of Applicant: NOTICE: If construction is sWrted prior to the issuance of a permit, THREE (3) times the normal fee will be assessed. INSPECTION BY FIRE PROTECTION DISfRICT REQUIRED? YES ❑ NO Pas[ Mis permitln a roaspicuous plare. Request required inspections a minimum ofthree days in advance at303403-5902. TYPE OF PERMIT FORMUTA (see fee schedule sheet) FEES Tank Inspection No. of Tanks= Review Alarm System Plans System Value= Review Sprinkler System Plans System Value= Review Misc. System Plans System Value= Review Buildin9 Plans Valuation= IL94Z&O,!nr Special Handling or Use Plans Valuation= TOTAL FEES DUE 1 O- i ❑ Total Bldg. ~Alteration Date Paid Amt. Paid Method Initlals G 2 m a ~ X N ~ rn 'n N X rn ~ ~ 0 -4 rn A ~ ❑ New PaRial ❑ O[her. N Feld Inspections and Dates: 0 _ Z Hydrostatic Tests and Dates: FIRE PROTECTION DISTRICf APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIf. ❑ APPROVED AS SUBMITTED CONDITIONALLY APPROVED (See Comments.) BY TITLE J-1~ieJL DATE TYPE OF PERMIT FORMULA (see fee schedWe sheet) FEES Site Assessment (Re-Submittal) No. of Sites Plan Revision (Re-Inspect) 7 No. of Hours After hours inspection 2 Hours + No. of Hours TOTAL FEES DUE FINAL APPROVAL Date Paid Amt. Paid Method Initlals v ~ ~ X Fy n ~ Ma m X 3 1~1 ~ BY T1TLE DATE 7ob: Caldwell Chi1~~pr°, ctic 3490 Youngfield Street, Suite B Wheat Ridge, Colorado 80033-5284 Contractor: Steiner Construction, Inc. 6185 Eldridge Street Jefferson County, Colorado 80004-3715 Scope of 7ob: Commercial Interior Remodel/Tenant Finish, Non-structural Use: Doctors offices Paae number 1) Cover Page 2) Area Map 3) Site Plan 4) Building Plan 5) Floor Plan 6) Reflective Ceiling Plan a. All existing lighting - 2x4 troffers relocated as shown b. All existing A/C vents in suspended ceiling relocated as shown 7) Electrical Plan 8) Electrical: 1-line diagram 9) Plumbing Plan 10) X-Ray shielding analysis (page 1 of 2) 11) X-Ray shielding analysis (page 2 of 2) 12) X-Ray 8e Processor Rooms Plan 13) Picture of X-Ray Equipment 14) Additional information - X-Ray equipment, w/power requirements A P Subject to F,c, . Wheat Ridge e. .'i D a te ~~~g~(~} ~ Signed.... . ~ ~ 'hecker - MapQuest: Maps: print m... lk limr,~~.. A Send To Printer 6ack to Map 3490 Youngfield St Whea[ Ridge CO 80033-5284 US Notes: _ Page 1 of 1 MAh~t • ~ ~ ~ioow t r ~ p Oi 4~h ~ m., . o a H ~ o~ . . . ~ ; . 5 ~ cl W 36th PI U `n F W36N+Ave Ir d W 35th Ave NN Lmy:u 9 o c + ~ a ~ r w ?Ir~ j ~ _ ~ Er AN a ~ a° ~ w a2nd a4 _wv a,p w 32Dd aYa ~ ' = s a aW31stP1 Qt ? f m n c' j T9p°t @ 02004 Mao1w 4t. oom. Ino.: 02004 NaY4atbn Taahrobniac nH n9nts reti,.~v ed. 1-1sesubje ct b, i icensei(opyi iynl I M,,p Le41u nn w~nvTee., This map is Informatbnal only. No representatlon is matle or warranq gWen as ro Ks corRent Usel aswmes all risk of use. MapQuest and its wppllers aswme ro responsiblliry for airy bss or deWy resuhirg frmn wch use. Fnuacy Policy & L.egai Nouces C) 2004 MapQuest.com, Inc. All rights reserved. http://www.mapquest.com/maps/print.adp?mapdata=slIDb%252fBv9J9chxMAXIqwAbr... 2/25/2004 EXHIBIT A-1 SITE PLAN - PREMISES OUTLINED IN RED I' ~ ~ ! ;l ! I ; I ' ~ ~_IGN ~ S A v1. Ns ~A E ~ ; ~ ' I I I I I ~ i IPMtMf✓A Sllf Vu~ I ~vvn~u YuuNcrir_1 n si. S:\Tenant LeasesWctual Tenant Leases\Colorado\242 Wheat Ridge - Dc Caldwell.doc 1/21/2004 ~ ....r. w ~ >A EXHIBIT A-2 BUILDING PLAN - PREMISES OUTLINED IN RED 7 . -i Nc,~?"TFi E---- 5.~7enaN Leaaes\°.cWal iendnl Leasas~Coloiatlu\242 Whcal Ititllle Ur Cnltlwell.UOc i/2112004 & 'NITIAi 4 - , Z 9 16 -i~- ~ ~ (M5 IC PL D TH~twf'. ~ Au)wm,ENT RcoM 9,~,~, I ~M 3 ~ G~4ss ww s~ aS~a MML ; STvI-) ~ (Jq 5~' -yk---- 6 ~6 %y ~ 1Y'- ►rrr. WA{.l. r XRAY AOjrj5Th1t1s7 tta~5~ ~M g R M C-... D s r~-rz W~x•D r'-~a~E //~9~ 1(-?RY G,$„ ; ka~~ 3 tt , a ~C. QAl'( I ~9 `C'! a`~► `~~~or~~ amz t NALL Cc.,g~ ~ D~~ ~E'~4STINCs AD~uS"m1EN'T ~ t?iYt ~oFF~cE 'sl~NI~s tpo : Q G,fl~ , SL6 ~,aLS ?'f?• " ~ Ne1GhFf 7b SvS. If a' arF: a " ,4 t72ONT ~ ~~sr E~ ~ i k----~ ~ --'t ~---~--.--1 5-~a' ~ k----- ~ NoRTN '0~REc-civL CslUr4E, IiPN _T DP~~ 1 ~3 , P~~rKC.aGJ 1 6R~~ l.k~ ~p'p ~ ~ Ev Sr. a.y s"s?, Atrlf i , - . , lp fzT' 53, ! « .i , yI,W , , - ; . ~ - - , . c _ . MCr N ~ ~ ~ ~ ~'~s,,~ , a u~l~~a. . ~ ~ a ~z►a ~i,. . ~ • :5k,s aFF cA L.. ~t .,~•~e.• _ , , . _ - _ . H '~t'►iKN YENt ~ CE~Mb . ~~o T~ ~3~E~ • ' EM Ek,'~. ~ ~ I~SI LIC+iprYr ~ O VnAP e. ~xiT Cc~~~~tc H~w~ 9~6 AFr i s1e4 x 4 ECL-c"TiZ 1CALLA►J Scqi.E C ~ NoR"T-1 V _;'r-- ~ - ~V= - l\ ; ~v15-r', ',9~Q/SS9aar~7~ . . .Y2{yi~lOr~~' t~taT~hl(s\ ~ i t# 8gL ~ 61,~ ~ • { . # i ~ ~ rtlnnl 6oc r~t~nnP . IooPraP fv6F-D ~ - ; - . f: , , . ~ . . a . . . : . _ Erl\T ~ 110V oA'rLV 1T p EL . ~ Vk1T <}'3rt4~, t . . ~.T , . . _ . ~ _ 5e~ ' . . . . . Q. . . _ U.. ~ U , . 4 ~ ~ . . . , , , , . , ~ . ~ _ ~ . . , . ~ _ , . < . . ~ , , . ! ~ . • , . , . t , . . . . . , A , . : . , ~ . ~ . . ~ . 1 . . . . i__. ~ . . . ~ ~ ~ : . 'y . s ' • , ' ~ . . . . a ~ . _ . .i._~ . ~ . . . ♦ .i . : . y... ~ i 2 . . i - , . . . . ' ; EXis~r~C,. a~cF~an I j 1 " y ~ a ct ~ ~ J ~ U ~ ~ ~!1 J W ~ J w V ~ S > o r ~ w k' M a J ~ S ~ a J 2 ~ N,I ro S ; s . ti 0 ~ . s o Z ~ Z 4 "f T £ ~ i ~ Y 9- } ~ • S S I ~ w -k ~ a ~ ~ -.""`7 1 . 7 , 7 7 S i~-,L\j 10 G `7 N oRTI-1 02l22/2004 09:52 3034039655 PAGE 01 Medical Physics Associates SS" W. 81at Drirc _ David S. Herron, M.a. Arvada, CO 80005 ABR CertiCied 303-420.2577 State of Colorsdo Q.1• 0002 303403-%55 (Faz) Slste ot Colorado Q.E. 0120075 X-Ray ShieWing Malysis Caidwcll C6iropractic 3490 Yoangricld 3t #B Wheatnidge, CO 80033 requested by: Mountain X-Ray and Steiner Constnxtion pucsvant to the requiremenu in Parts 2 and 6 of the Radiation Control Division of the Colorado Depertment of Ha1th)CDPHE) Ruks arul RegWaUons, an analYsis hss been pecfortned for the ebove listed site for x-ray ahialding adequacy. 1Votr_ # refere to iba. per aqaarc foot for lead 1#=1164"; 2f=1132"; 4M-1/16' ; 6#-3132" Based on the workload, oecupancy ntes, use factors, and typical x-ray tube outpnt gerfoRnance, the following ceeommendations are made: 1) A four foot wide section centered behind the vertical wall cassette in both rooms requ'ves G# lead. The zemainder of the wa11 needs 2# lcad. 2) The wall adjacent to thc hallway does not need SupplementarS' shielding. 3) The room entry door slmuld be solid core wood, not hollow. 4) The wa11 behind the cootml area adjecent to thc darlaoom does not need supplementazY shielding. Unused fiim should be stored in steal fiim bins to prevent fogging. 5) ?he darlQOOm e.ntry door shonld be solid core wood, not hollow. 6) The control wall needs 20 lead• 7) The wall psratlel to thc wbe stnnd adjaccnt to another teoant necds s►rielding. A four foot section staating at the wall lrucky comec aeeds 2# iead. Thc next four foot section towazds the contro] wal] needs 2# lead or 1# lead, whic}wver is cheapa OR just add 2 extra Isyexs of regular gypsum for a totai of 4 layas for this wall. 7hee rcmairxler of the wa11 does not necd supplemenury shielding. 02/22/2004 09:52 3034039655 PP6E 02 Some gcneral commerrts related to z-ray instaUations include: • All xams and joints should indude overlap to adjacent shielding. • AU peneaations ofthe lead shield (electrical outlets, switches, ducts., etc.) must be shielded by placing equivaient lead shielding behind the penetrntion. ' Doors should exrend es elose to the floor as possible. * Unless otherwise specified, floors or ccilings with conctete of 2 inches or more will be adequate and not roquire additional lead sltielding. * All lead shielding sptcifications should extend to at least a height of 7 feet. • All rooms are designed fot a specifie applieadon and for a specific utiLization of equipment Any change in these applicatiore or toca2ion of eqiripmrnt should be mriewed bY a 9uatified medical physicist fox possible civnges in the shiclding requirements. Changes in the oceupaacy or utilization of area adjacent to the x-ray room may also change shielding requiremencs. ' The operator should be allomd not less than 7.5 square fcet of umobstructed floor space in the control area. ' The vicwing window shoutd pmvidc et leatt 1 squaze foot of viewing azca 1he viewing window should be situated such that the operator will be at least 18 inches from the cdge of the booth. As rcqoired by Cabrado Departmewt of HcaNh regalations, t6ia rnalysis a6ould be kept on file at the faciUty snd availabk for foton State o£ Colondo mdih and/or certitications. Submitted by: David S. Herron, M.S. a 1oy Dat --r- [Letated references: NCP Report #49 Health Physics Volume 36 Medical Physics 21, 11 NCRP RepoR 116 6tr ~ ~ J ~ ~ ~ 8 ~L9 VWrC'="Zl S(~rc /y = . ~ ~ C~' I ~ 8 Z r ~O _e ~ CL 4 O a V . 2'd 2E6£I2b£OC:Ol :wDaj 8£:Si b002-8I-933 HCMI X-RAY 100 kHz High Frequency Chiropractic Systems Health Care Manufacturing offers Chiropractors the most advanced tech- nology available in the radiographic industry. The HCMI 100 kHz generator with anatomical programming exceeds every expectation. Proven anatomical techniques are designed to meet the needs and preferences of every doctor. Health Care MANUFACTURING Not All "High Frequency" Generators Are Alike The HCMI 100 kHz generator pro- duces true high frequency power. More powerful than single phase or line frequency generators, 100 kHz power provides increased radiation output. 1'he result? Conventional x- ray technique factors are reduced by a minimum of 50°/n and patient dose is reduced by 26%. Combining these beneFcial factors with enhanced x-ray image contrast, density, and resolu- tion, every chiropractic office can ben- efit from an HCMI chiropractic system or generator upgrade. MR 10 8.3 16.7 25 333 75me (msec) MR Medium Frey. 6.3 16.7 25 33.3 Time Imsecl Fiae Year Product Warranty HCMI x-ray system warranties are the most comprehensive in the indus- try. A full five year product warranty demonstrates complete product confi- dence. HCMI 100 kHz Generators With Matomical Programming Mo 1 mARaoge kVp Range Power Requirement kW rating HF-300 25 - 300 40 - 125 100 amps, 240 VAC 30 HF-800 25 - 600 40 - 125 120 amps, 240 VAC 37.5 HF-33E 25 - 300 40 - 125 110 VAC, 15 amps 30 MR 30 gJ 16.7 25 33.3 Time Imsecl MR I 100 kHz High Freq. 83 16.7 ZS ;33 Time (msec) Commitment to Chiropractic excellence ia eoident throughout the XCMI product line of adjuaring ta6lea, troction tablea, phyaical therapy equipment and 100 kHz hegh frequency radiographic syafems A Health Care MANUFACTURING For more iaforma.tion contact HCMI at 800-641-4107 or your authoriud HCMI dealer or aiait our web page @ www.healthcaremfg.rnm LVI;HL 2146 East Pythian • Springfield, MO 65802 (417) 864-6511 • Fax (417) 864-7394 1-800-641-4107 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16795 BUILDING INSPECTION LINE -(303-234-5953) Date : 3/10/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) PropertyOwner: HOLLYWEST Property Address : 3490 YOUNGFIELD ST Phone : Contractor License No. : 20538 Company : D&O Development Phone :(720) 299-7663 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 Cily of W heat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree lo abide by all condilions printed on lhis applicalion, and that I assume full re sibility for co liance with lhe Wheat Ridge Building Code (U.B.C.) and all other p i at Ridg a es, for ork under ttis per d.^ p~ (OWNER)(CONTRACTOR)SIGNE DA la ' 1 Construction Value : $3,000.00 Permit Fee : $105.30 Plan Review Fee : $0.00 Use Tax : $36.00 Total: $144.30 Use: Description : NEW 6X4 TYPE I HOOD SYSTEM. (DOES NO INCLUDE FIRE SUPPRESSION PERMIT) BUILDING DEPARTMENT USE ONLY Cpl~ I S Zoning CorilmerljS: SIC: Approval : Zoning : Bu'ildir5g COri{m"en0:w~ OK. 311/04 Approval : OM Pu61iG+aWorlcs Cox(ftimelf?t6: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21883 Plumbing License No : Mechanical License No : Company :Standard Electric Company : Company : Expiration Date : 2128I2005 Approval : OKIKS Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the provisions set foAh 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. Coloredo or any olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is nol commenced within sixty (80) days from issue tlate or (B) the building authorized is suspended or abandoned for a pariod of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amounl normally required, provided no changes have been or will be made in ihe original plans and specifications and any suspansion or abandonment has not exceedetl one (1) year. If changes are made or if suspansion or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done fhat will change the natural flow of water causing a dreinage problem. (5) Contractor shall notity the Building Inspeclor twenty-four (24) hours in atlvance for all inspeclions and shall receive wntten approval on inspection card befare proceediing uccessivephasesotthejob. (6) The is of er ' approval of tlrawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provison f t bw es or any other ordinance, law, rule or regulation. r Chief Building Insp~ctor Please sign Terms and Conditions on reverse side of page. oF w"EqTq COMMUNITY DEVELOPMENT DEPARTMEN, f Building Permit Number: ~ o BUILDING INSPECTION LINE - (303-234-5933) Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE C~CORPO~ WHEAT RIDGE, CO 80033 •(303-235-2855) APPLICATION Property0wner. )-1vV VjQs-~/ Property Address: 7`f 10 Phone : Contractor License No.: 05 ~ g f Company: y U Phone: '7 OWNERILONTRACTOR SIGNANRE OF UNDERSTANDING AND AGREEMENT I hereby ceRiy ihat ihe setback distances proposed by Nis permN aDPliwtion are aceu2te, and do not vblate applicable ordinances, rules or reguWtions of Ne City of Wheat Ridge or covenants, easemenls or resinclions COIIS1TUChOri V3 . c~0 £-r-' Fecord; that all measuremenLs shown, and allegations made are accu2te; ihat I have reatl and agree to abide by - eririlt F'ee: all condifions printed on this applicafion and ihat I assume full responsibiliry for oompliance with Ne Wheat Ridge Plan ReV1eW Fee: $ yles Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under Nis permiL Use Tax: $ (OWNER)(CANTRACTOR)'. SIGNED DATE_. (OWNER)(CONTRACTOR):PRIN7ED _DATE I Total Fee: , $ DESCRIPTION: ~ ~.i k~ f Ty~ T f f~ o~ ~ySfc sz~ c~ ~/lr: BUILDING DEPAR NT USE ONLY SIC: ` . ZONING COMMENTS: " Approval: Zoning: IMENTS: ApprovaL O~- $d~-- ~v r~ C/ SCOMMENTS: Approval: Walls: Roof: Stories: Residen6al Units: Electrical License No: :~Z / D a7 Plumbing License No: Mechanical License No: Company: I C~ Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (7) Thb parmLL was IssuM In accordann with the proHSbns set forN in your aDPik+tlan and is subjeU W Me Iawt ol Ne SUM of CdonAO an0 W llie Zaning Repulatbns and BuiWiny Coda of WheN Rldqe. Colorado or any oMr appiiable oNinmut of Na Cily. (2) Thif permit shall eapira N(A) Na work wMotlzeO b nd commencad within eixty (60) Exys from iuue drie m(8) the builAing authorixed Is suspand W or abandooe0 fa a pMad of 120 daya. (3) Y thN pamM aDiree, a new prmil maY be +WuinE ta a fae of onMdi the amount mmWly reyuirM. Orovl0s0 no changea hrve 6een or will be ma0e In tha oAginal plam and speGfiutlons and any sus(Nnslon or abandonment hu not sxceaded one (1) yuc H changet hava ban or H sutpensian or abandanment ea<wOS ona (7) yeu.lull fMS MaA De paW fw a new permit. (4) No wa%of any manna shall be done Nri wlll chanps the notunl flow of watx uusinq a dninaye problem. (5) ContraUOr fhNl nodty Na BuIWin9 Mtpactor hwnty-bur (24) houn in advann for all Inspectlons and shaN racNve wrilten approvd on inspectlon pN beforo procssdinp wNF wccasive phases of lhe job. (6) The bfuance oF a pdmi[ w Me approval of dnwinqf and sOKific+tlone ahall not be construe0 to be a permH (or, nor an approval of, any violation of the provislons of Ihebuild~inmce,law,mleorre8u lalion. Chief Buildin ispedor z rn ~ 3 ~ S v' s 75 77S ~ ~ -77 ~ z~ O ~ ~ O ~ c~ ~ ~ z - LL _ ~ C ) o ° N ~ o S ` O S ~ Q z ~ -7i ~ ~ ~ ~y Z ~ z ~ ~ ~ ~ Z ~ 0 LJ ~ ~ O z ` ~ O ~ ~ ~ z ~R x ~ z ~ ~ s ~ ~ Q O z ~ ~c OOI~ ~ - ~ x ~ O N s O ~ z ~ ~ I-) 77 = I~ ~ ~60 a 9/9 ~ ~ c~ o~ o0 0 O ~ p ~ z N ~ Z Q ~ 77 Q O c~ ~ ~ 75 ~ - Q O ~ ~ ~ ~ -7 ~<:-'s 7, ~jn °\J)°< 73 Z S Q ~ ~ ~ ~ ~ 77 C) < ~~-G~ O ~ O qN~c~,~ x Q ~ ~ ~ ~~00 7t n ~ ~ 0 z y nLc, ~ a O ~ N Z _ /7) # N cc~ ~n+f77 4i:~'•..,CI174`~ C , COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-254-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 76797 3/10/2004 PropertyOwner: HOLLYWEST Property Address : 3490 YOUNGFIELD ST Contractor License No. : 21061 Company : Western Fire Protection Phone : Phone : 467-1677 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; lhat 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 pliance with the Wheat Ridge Building Code (U.B.C.) and all other ap plic~il~Vheat RQ1g~~ances,Yp( work under this permit (O W NER)(CONTRACTOR) Construction Value Permit Fee Plan Review Fee Use Tax Total Use: $1,000.00 $50.40 $0.00 $12.00 $62.40 lDStl Description : FIRE SUPPRESSION SYSTEM BUILDING DEPARTMENT USE ONLY Zbh;ing Comrlients:; SIC Approval: Zoning : Approval: Puhlfe YVqrkswCQmr'iients: Approval : Occupancy: Walls Electrical License No : Company: Expiration Date : Approval : Roof : Stories Plumbing License No : Company: Expiration Date : Approval: Sq. Ft. : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the pmvisions set fodh in yopur application and is subject to the laws of the State of Coloredo and lo the Zoning Regulations and Builtling Code of W heat Ritlge, Colorado or any other applicable ordinances oF the City. (2) This pertnit shall expire if (A) the work aulhodzed is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a penod of 120 days. (3) If this permil expires, a new permit may be arquired for a fee of one-half lhe amount normally required, provided no changes have been or will be made in the original plans and spacifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihat will change lhe natural Flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspedor twenty-(our (24) hours in advance for all inspeclions and shall receive written approval on inspection card betore pmceetliing with successive phases of the job. (8) The issuance of a permit or the approval of drawings and speciflcations shall not be construed to be a permit for, nor an approval of, any violation of lhe pro visions the building odes or any other ortlinance, law, rule or regulation. Chi ildin I ctor Please sign Terms and Conditions on reverse side of page. _..,..^z r»r- . . . . ~ ~ . . . , . ; . . _ . . . . . . . . 5 4 y n Pennit No. Wheat Ridge Fire Protection District ~ P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 = 303-403-5900 Office • 303-940-0350 Fax • wvuw.wrfire.org n1 Corrtracbor Intarmt Sde Information N2rt1E: ls.~t"t• `17 aS~.{~'^w'1`' +44 l Address: C-y~3...,- iCJli?:'ct . , c 1 , X vv , r . - %S i e-., . s.:...... 1 , i~s5: ~~,ic Business: N.~ t-•~. `~T X ( . F a~-~. Conbd: ione: vhone: ~ ha a6eva GNormation to be aaurihe. I hare received and reviawed the Insperrion ComPlfance and the Fea Sdbcdula Thk Vermk is the G) . d theNheat Ridpe Flre ftotacTSon Dbtrktmd tr~immd wh7ect to conditloro coMained harein. UVon anry failuro of any wnditlon indudiny..~ . dsetanca of aM:Oarmk W1rnenL tMs. pernk k wbjatt Eoimawdea[a rcvoodonsnd the Pennit muet 6e rehured upon dsmand to a Fd ~ rn T fORMULA (see fee sdieduk siveet) FEES 'Q „No; of Tanks= OIW `~r; ns Sy56em Value= „ Plans System Value= 0 arinit, TM (3) times the normal fee will br assetted. EDz `19 ves ❑ No emW"w» orn,repmysa, adv~ az-V3~W-53nz. ; ~ Plans 5y~em Value= Pabe Paid -l✓ ~ ~ a~ Plans vwft ValuOUan= Mit Paid °-e m iaOdfing w Use Plans ValuatSOn= mettid TOTAL FEES DUE Initials tpja.A. ] Total Bldg. ❑ Alteation lttl ~`i~, ~4!~( sLPt 3 ❑CN .S ' A ~ M w r . hM:~,p/ t,. jf . +PI . ( Fartiai ]OnS and D3tf5[ O . . . . . • z , f fests and Dates: v µ sF r797.t/u.T.5-3E11 'i..tws lt,r, «+r«.s N . . . . . . ~ . r H ECRON DISiRIGT APPROVAL IS REQOIRED PRIOR 70 7HE 7SS11ANCE OF 7Hi5 PERMIT. Q.0` 7 nPPROM aS susr+mEO n ~ ~'CONDITIQNALI.Y APPWVED (See Conlments.) ~I ITREp, • vNG DATE 3•s-~'T r '0 K : 7YP£ OF PERMIY FSIRMULA see tee srnedwe she~1 FEES ' ..,.„k ~ ASlte A~ Su N0. Cf Sfies p~ I ) Plo. [~f Hours 3: , Atber ha~es i~ot~ a es . 2 HataS + No. of Hours ` ~ , . ~y ~y ~ ~QT11t FEES PIIE Ini~ 11L`APPI~OV,AL ~ DATE ~ , _ . , . . 5.~ OS('~tl~2nWN~+ C! 91R~INP~/,1~r l ~ z ~g~~~ ~a ~s~ii..~. sm o Rd R'.4 S J a g aT S O ~ w, G g ~ K I I ~cc ~mm s~pc £r s m m w 2v ~ ~ m s ~ m a a ~ a 3 o O m y~.i D D u DC in N Z3 7 r ~.ma~ D rnu+ N cZjO r= O n ~ r Z ~ ~ (J O m m~ NN-• 0 O ~ ~Z rT p ,C ~ o ~i ~ ~ T = r N N v ~ 3 y➢ ~ m mD O oT Q ~ n ~ o ~ ~ O n ~ r N m ~ = T x m y ~ r N + N N V N N O m N N N ~ ~ ~ ,b n y ~ o ~ ~ o ~ pp O m ~ C 00 C S' ~ y 9 N ~ gp O. ~s m s Co Z ~ o m 3 p a m 0 ~ 0 m s o ~ v ~ m O 3 W ~y. ~ r V] O ~ 0 C ~ t+ V Z N J O S ~nR i T ~ pp Q O AGA{M ° A CA m Z 3 w Sn~ r~ - ;yp m°-2mZ m a~ 7 yc m~wO ~ m ~ a ui m o O ~ = a a ➢ ~ r O a . m, ~ :omZJ 3 om o~ N ~ T~ N m { <C m~ 3~ w T N 3 ~ ~ GJ ~ N ~ y y ~ ~ m ~ m v m n D w Q p~ > a Nn ~ m c i ~ m ~ 'Q v j ~ O"T`. ~a OD q 0 N PJ. j L,1 j~ V V O~ y N m y ~ S m m ~ g ~ ~ ~ ~ Mar.31: 2004 11:04AM WHEAT RIDGE FIRE DISTRICT N0.1061 P. 2 Appiiwtion Date: a?la I ~j -~-00~Pertnit No. , Wheat Ridge Fire Protection District P,O, Box 507 • 3880 Upham Street ' Wheat Ridge, Colorado 800340507 303-403-5900 Offlce • 303-940-0350 Fax • www.wrfire.org ske m n ;Nc . ,~ware~: 3 o Y~uNSft"~ ~ i, s~ra (3 ~ x rn a ~ ~xJ~.~. ~\v • J ~ GI'~c' ` Address: ' 4 CJQ ~ 06.~ ~Business: CAc..7w21~. 0-+I+fCv~o"z`51 C ~p CAf1YdC[: + N Lo&~ rc i..L„ py Phone: 303 -O1 )°i Phone: J-T/' ^ 09`Icy(+' ci i attast the a6an IMermatlon m be aaura0e. I hava reaivad and mrlnxe7 the Inspection ComDliance and the Fm ScLedula 7fils parmk & the In property of the Whest Rldqa Rrc Proteedon District aad is iesued suhjaet to mndltlens eeMained herein. Upon any failure of aM mnditien indudin9 rn hilure oF dearante of aMr paimk paymeirc, this permit iy wbjea[ te immaElau rnroutlon anA the pumit must be reNmed unon demand to a rapreserftpvc of iho Wheat RidBa Firo ProteQlon DIrtrIR Sipnature of Applicant: w NOTICE: If construction is started prior to the Issuance of a pem+it, THREE (3) timao the normal fee will be asseuad. X INSPEC710N BY RRE PROTECiION DISTRICT REQUIRED? YES ❑ NO rn RuitlJSpsrmitn+a~in~A~ ~9~29+~~rdGUpeWaxam~aftl+eeaaysina~sxsar3A34Q35M2. 7'YPEOFPERMIT FORMYLA(sexkesehedulesheet) FEES Tank Ins 'on No. of Tanks- Revlew Alarm System Plans System Value= ReviEw Sprlnkler System Plans System Value= Re~riew Mise. System Plans S m Value= Review Building Plans Valuatian= IggLyA P• D ~ S a Fiandling or Use Plans Valuatian= TOTAL FEES DUE 140, / Ma X 0 Date Paid Amt Paid I ~ Methoa I Initlals " -q m A p Total Bldg. ~ Alteration -1 ❑ New Partial ❑ Other: Fr Pield Inspectians and Dates: 0 Z HydrostatltTests and Dates: v ~ CommeMs: ~ 4r I'.IIIs✓ N ~ X FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED P OR TO TN LSSUANCE OF THLS PERMIT. py ❑ AppRpVED AS SUBMITTED A JX CONDITIONALLY APPROVED (See Commerds.) ~ BY dc'.ETS DA7E iYPE OF PERMTT FORMUU (sx ree x7+eaule she.q FEES Assessment (R~Submitbl) No. of S'~tes n Revision R-In N No, of Hours hours ins 'on Alter 2 Hours + No. of Haurs TOTAL FEES DUE Date Paid Amt Paid Mdlad Inltlals FINAL APPROVAL :f VI/ v BY TmF ~~!!te. DATE ~ X 3 ~ City of Wheat Ridge Planning and Development Department Memorandum TO: Christa Jones, Deputy City Clerk FROM: Darin Morgan, Codes Administrator ,J~'J~,'~"nr v ~ SUBJECT: Holly West, 3490 Youngfeld Street DATE: July 19, 2000 After visiting the site it appears there was an existing brick paver patio were the new wood deck patio is currently installed. The building division has no issues regarding the new construction as long as an occupant load sign is installed for the deck area and the interior business occupant load is adjusted to compensate for the additional occupant load of the deck area. Example: If the deck occupant load is 20 then the occupant load inside the business will need to be able to handle the additional persons. Thanks DATE: July 10, 2000 MEMORANDUM TO: Darin Morgan, Codes Administrator FROM: Christa Jones, Deputy City Clerk SUBJECT: Modification of Premises for Holly West, 3490 Youngfeld Street, Wheat Ridge. Hi Darin, this is a follow-up to our conversation regarding the proposed patio for Holly West. I am attaching a drawing submitted by them to show you their plans for the patio. This Item will go before the Liquor Authority on July 27, 2000. I will prepare and mail their Agenda packets on Thursday, July 20. Please let me know in writing if Holly West has complied with the Building Code and this patio is authorized by the City of Wheat Ridge. Thanks! %Nin= /FT ~ F£r~~ ~ ~ F~vc E G iz ~ r - 74z 1 ' - , ~ ~ ~ y a ~ F~ ) i,-CV ~ ~ ~ , • ~ 0 ' ~ ~ ~ ~ ~ ~ , S IOE &bq LK ~ ~ G~~ / ~ v ~ % ~ . % Q ~ ~ w ~ 0 "u, 7r. ~in~t~u ~f t q Ix. , Fg r- , ~n-+~rae,ruu ro-e, ~r n~~ . w a e ~ . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10012 BUILDING INS ECTION LINE - 303-234-5933 CI OF WHEAT RIDGE Date : 1/12/00 7500 EST 29TH AVENUE WHEAT RIDG , CO 80215 - (303-235-2855) ~ Property0 ~ner: Property Addss : 3490 YOUNGFIELD ST Phone : 237-1372 Contractor License ~No. : 18305 Gompiany : C. W. Industries Phone : 233 8653 C I a c n a C WNER/CONTRACTOR SIGN~ TURE OF UNDERSTANDING AND AGREEMENT Construction Value : $25,191.00 iereby certify that the setback dist nces proposed by this permit application are accurate, P2rtTlit F@@ : $401.85 id do not violate applicable ordina ces, mles or regulations of the City of Wheat Ridge or i 00 h d ll $0 rvenants, easements or restriction . of record; that all measurements s own, an a egat ons Plan RevieW Fee : ade are accurate; that I have read )plication, and that I assume full r and agree to abide by all conditions printed on this sponsibility for compliance with the Wheat Ridge Building Use TaX : $377.86 ode (U.B.CJ and all othe[ applica le Wheat Ridge ordinances, for work under this permit. )WNER)(CONTRA.C70R) SIGNE ~ DATE Total : $779.71 I Use: Description : Roof top i , ~ ~Init replacement with like unit ' BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: I Zoning : ~ Approval: Approvai: ~ Occupancy : ~Valls : 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 permit was issuetl in aixic tlance with the provisions set forth in yopur application and is subject to the laws of [he State of Coloredo an0 to the Zoning Regul9tions antl Building Cod o! Wheat Ridge, Coloretlo or any other applica6le ortlinances of the Ciry. (2) This pertnit shall explre if (A) t e work authorizetl is not commenced within sixy (60) tlays trom issue date or (B) the building aufhorized is suspended or abantlonetl for a penod of 120 days (3) If this permitexpires,-a new p mit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans and specificatio s and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fullFees shall be paid for a new permit. (4) No work of any manner shall b tlone that will change the naNral Oow of water causing a drainage problem. (5) ConVactor shall notify the Buil in9 Inspector hventy-four (24) hours in atlvance for all inspedions antl shall receive.wdtten approval on inspection card before proceediingwith successive p ases of the job. (e) The issuaac5 of~ rmit or th approval of drewings and specilcations shall not be construed to be a permit for, nor an approval of, any violation of ihe provisions . of the builtling~tley or apy ot ordinance, law, mle or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE 11 WHEAT RIDGE, CO 80215 A PPLI CAT Io N Property Owner: L-'- °ropertyAddress:.ri,o Contractor License No. : ra:3ca Phone:.x.5. J.iti - 1:5 7 J Company : c. k.. iva..',,:.._, Phone : xa a s.i sc 5.i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of recorC; 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 responsibi6ty for com hance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge o i,nces, for work under this permd. (OWNER)(CONTRACTOR) SIGNED \ DATE I-ia_no Description : C~~kfi--~r~'""~` L'~L' Construction Value : Permit Fee : vv,. e r, Use Tax : a'+`r. 51. Total : y79, 71 use: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Zoning : H3if~l ~..~tiiT~ Approval: ' ~ 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) Thls pertnit was issue0 in axortlance vnth the provisions set torth in yoDur application and is subject ta Me laws of the Sla[e of Coloratlo anC to the .'.aning Regulations and Buildiny CaEe o! VJheat Ritlge, Coloratlo or arry other applicable ordinances of the Ciry. (2) This pertnit shall expire tt(A) ihe wotlc authonze0 is not mmmencetl wiNin sixly (60) tlays from issue tlate or (8) the Duiltling authonzed is suspentleE or abantloned for a period of 720 days. (3) If this pertnit expires, a new pertnit may be acquirctl ior a fee of one-half the amount nortnalty requireQ provitletl no changes have been or will be matle in the onginal plans antl specificaGOna antl any suspanaion or abantlonment has not exceedetl one (1) year. If Uanqes are maCe or if suspension or abantlonment exceetl5 one (1) year, (ull fees shall be paitl fot a new permit. (a) No work of any manrrer shall De tlone Matwill Uiange the naWral flaw o(water rausing a E2ina9e problem. (5) ConVactor shall naUy the Builtling Inspettor Iwenry-four (24) hours in atlvance for all inspec6ons and shall receive written appmval on inspac0on wrd betare proceetliing with succassive phases of Mejob. (6) The issuance ol a pertnit or the approval of drawings anE specifiratlons shall not be consWetl to Ce a pertnit lor, nor an approval of, any violation of the provisions of Uhe Cuiltling cotles or any oNer ordinanCe, law, Nle or fegula0on. Chief Building Inspector Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORA.DO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING ANID OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF TF-IE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: TENANT REMODEL 99-8357 OWNER: World Savings ADDRESS: 3490 Youngfield Street CONTRACTOR: _ Tenant Improvement Construction. Inc. PROPERTY ADDRESS: 3490 Youngfield Street DATE CHIEF BUII,DING OFFICIAL ZONING ADNIINISTRATOR : 9~4 ~s ~ ~~A 01, INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS ~ 7~ ~U~r~~~' • ~y~ S 2c C? TYPE OCCUPANCY BUILDING PERMIT NO. `T"7" DATEISSUED l OWNER CANTRA SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST INSPECTOR MUST SI N ALL PACE PERTAININ T THI B INSPECTION DATE INSPECTOR Foundgtoons Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUp FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical aK 4r.., ~ Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation (above must be siqned prior to lraming inspection) Framing 01 i 11rfl Insulation Drywall nailing 1 / i - o Roofing Refrigeration Electrical underground Rnal Electrical ~ s- Plumbin /0" G Heatin & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping / OCCUPANCY NOT PERMITY'ED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Company : TENANT IMPROVEMENT CONST. INC. Address : 8925 JELLISON CT City : WESTMINSTER CO 80021 CityLic : 20212 Phone : 420-2107 Fax: Date Issued : 12128/9$ Type of License: Expiration Date : 12/28/99 Building Contractor CHIEF BUILDING INSPECTOR TENANT IMPROVEMENT CONST. INC. 8925 JELLISON CT WESTMINSTER, CO 80021 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 8357 1 /6/99 Property Owner : Property Address : 3490 YOUNGFIELD ST Contractor License No. : 20212 Phone: 3039879402 Company : TENANT IMPROVEMENT CONST. INC. Phone : 420-2107 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of recorcl; 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 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) Description : Interior remodel Construction Value : $68,000.00 Permit Fee : $511.75 Plan Review Fee : $0.00 Use Tax : $1,020.00 Total: $1,531.75 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : RNAWARIMM" Approval: Zoning : okay 114199 Approval: DM Approval Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : 18929 Plumbing License No :19557 Mechanical License No : 18977 Company :Grand Electric Company :SECURITY PLUMBING & Company : Wray Sheet Metal, Inc. Expiration Date : 2/28/99 HEATING INC. Expiration Date : 6126199 Expiration Date : 7/1/98 Approval: Approval: Approval: (i) This permit was issued in accortlance with the provisions set foRh in yopur application antl is subject to the laws of the State of Coloredo and to ihe Zoning Regulations and Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances oFthe City. (2) This permit shall expire if (A) the work authorized is not commenced within sixAy (60) days from issue tlate or (B) the building authonzed is suspended or abantlonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a(ee of one-hal(the amount normally required, providetl no changes have been or will be matle in the original plans antl specdications and any suspension or aban0onment has not exceeded one (1) year. IF changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be pai0 for a new permit. (4) No work of any manner shall be tlone that will change the naturel Flow of water causing a drainage problem. (5) Contrector shall notl(y the Building Inspector twenty-four (24) hours in atlvance for all inspections and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (6) The issuance o( a permit or ihe approval of drawings antl specifcations shall not be construetl lo be a permit for, nor an approval ot, any violation of ihe provisions ofthe bu' ' g codes orany otherortlinance,law,rule orregulation. Chief Building spector 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 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: WCR1D SAVINfiS ProperryAddress: 344o YDUNEFcto Phone: ?i~'~i 9~7~~4C7 Contractor License No. : a, 0,2 /2_ Company :-f~tiNUT I M PR #V6)^ EX1 Phone : 303 qv/?~/ 7 ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the seWack distances proposed by this permit appliwtion are accurate, and do not violate applicable ordinances, rules or regulations of the City ot Wheat Ridge or covenants, easemenls or restrietions of record: that all measurements shown, and allegations made are accurate; that I have read and ayree lo abide by all conditions printed on this application, and that I assume full responsibif~ty for comphance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED [ - DATE 11•TfI•9$ Description : ,,u i f&n,o,CX Construction Value : 68, c° ° Permit Fee : r Use Tax : Total: $0.00. Use: 0 C.iY\ 1V.tzti~ t C~X BUILDING DEPARTMENT USE ONLY Approval: Zoning : gMrdffim~ Gc~_" V9'.-W l-y- Approval: P.m Approval: Occupancy : Walls f Electrical License No : S` ~Z Company: UKtu,e tsL EI T Roof : Stories : Plumbing License No : 19 s 5'1 Company : SgCOR174 P1~~116jk G. Expiration Date : Approval: Expiration Date : Approval: SIC : Mechanical A REeEIvED p~(C' 3 u1498 No' (uKAq ~ o I Sr7'1 Company Expiration Date : Approval: (1) This pemril was luued In aaadance wiUh Me pmvisions sM bM In yopur applifatbn and Is suMea to the laws of the Stale d Cobndo and to the Zonirp Regulations and Builtlin8 CoOe W Whaat Ridqe, Cobrado a any oUher aDW~ae adinances of the Ciry. (2) This pertril shall exprc d(A) the vrork aWwnzeC unot °a"^Knced within suty (80) days Irom lasue Oale a(B) the builCirp auUiaizeE is suspenEeO u aEanEaned lor a periad o(120 days. (a) 11 Uis pefmit ezpires, a new pemul maY be acQWred (a a lee ol one-heN the amount normally required, provi0ed ia dunqes have been ar will be ma0e N the original plans and speafMaUOns and any wspensia~ w abandommmt Iws `wt exceetled one (1) year. tf charpes are maCe or d wspension a aEandonment exceeCS ona (1) Year, tull tees ahall Da peld !or a new permit. (4) No wak ol a'ry rtunner shall Da done Nat wdl tliange the natural Ilow d waler causing a drainage pcElem. fia~ nrd Oelore (5) Convacta snail rwGy ttie 0uildinq inspectu Iwenry•lour (24) houn in aEwnce la all inspectlons anC shail receive written aDProval a+ iospec roceediitq wiui successNethp~e axs of thep(~p~U. (8) ~u~e euailn~ ~d'of mdai a am otlix Po dinante, Ww~r9ule a reqlion~ ~atl ral Ee consWeOlo be a permit la. nor an aPProval d. anry vidaUOn of iM proWSbns Chief For Mayor THIS PERMIT VALID CONLY ALL W234 5933 24 HOURS PRIOR TO I~NSPE TION ECTOR AND MAYOR 0 a i ~ ti v 0 ~ rn 0 ~ m -i N a ~ 0 .m. N : ~ a 5 m c ~ ~ n C ~ o d N Q 3 ~ (D a ~ 3 0 a0 ~o 1 d ~ o 5 (D tA o CD (D C) o 65 » ~ 0 m O ~ w C- o . (D r C p ~ ~ m ' i' ° " ~ co, » a n m m O ~ p ` • n a ` G ~ C) ~ - ? ~ „ w ~ rF » ~ o~ ~ 0 N ~ z a 0 4 c ~ ~ rmp ~ m o ~ N ~ C) ' 9 /1► ~v ~D 3 d E A N N 1C m O 7 < a n ~ T w = w v GO N ~ N m C ~ v - Y/ m D ~ 3 Z ~ 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 8476 2/4/99 Property Owner : Property Address : 3490 YOUNGFIELD ST Contractor License No. : 19678 Company : Signs Plus, Inc/dba Signs West Express Phone : 233-2222 Phone: 422 2210 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, forwork under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : NEW STORE FRONT SIGN "HOME OF THE TACORITO" BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC Zoning : PCD Approval: BG PA Approval: Occupancy : Walls Complies wlsign code. 220 sq. ft. permitted, proposed sign will make a total of 138 sq ft Must be U.L. listed Roof Electrical License No Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (t) This permii was issuetl in accordance with ihe provisions set torth in yopur application and is su6jecl to the laws otthe State of Colorado and to the Zoning Regulations and Buildin9 Cotle of Wheat Ritlge, Coloredo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days /rom issue date or (B) ihe building authorized is suspended or a6andoned for a periotl 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 abandonment has not exceeded one (1) year. It 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 tlone thalwill change the natural flow of water causing a drainage proDlem. (5) Contraclor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection caM before proceediing with successive phases of the job. (6) The issuance of a pertnit or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions of [he building codes or any other ortlinance, law, rule or regulation. Chief Building Inspector Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $53.75 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 APPLICATIO N PropertyOwner : (fMY l~~f~ . /7c Property Address :3~p i Y~vWb~~Z-4-V% 4~ Avc-33 Phone;~3-aa3-~A '97'~ Contractor License No. : /g/~ -7.r Company : 's7z,~-s Phone :3o OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 1OOp I hereby ceAify that the setback distances propased by this pemit appliwtion are accurete, pef(T1it Fee : and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condkions printed on this Use Tax : application, and that I assume full responsibility for compliance wfth the Wheat Ridge Building Code (U.B.C.) and all other applicabl eat ' grdinan s, for ork under this permit. TOt81 : (OWNER)(CONTRACTOR) SIGNED ~ DATE ~ 1'q USe : Descriptian: 7 ZMn - Approval : 1 Zoning : P CD B%(diY1fC Approval : h, Approval : Occupancy : Waiis BUILDING DEPARTMENT USE ONLY ~,bR~PU~S w ~ SK~n CCX~4- SIC,l~.--"' s~n1 $ ~ moxia atoto.~.. ,o<< ~~CCiVEC3 Roof : Stories : Electrical License No : Piumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pemit was issued in accordance with Me provisions set IoM in yapur appliwUon anE fe su0ject to the laws of the State of Coloratlo antl to the 2oning Regulalions an0 Buildinp CoOe of Wheat Ridqe, Colorodo ar any other appliwbla oNinancee ol Ne Ciry. (2) This pemit ahall expire d(A) Ne work authonze0 is not commence0 within sixly (80) tlays hom issue tlala or (B) the builtling authodzed is suspen0ed or abandoned for a penod of 120 days. (3) If this pemit ezpires, a new pemit may be acquired for a fee ol one-halt Ihe amount normalty requireC, provided no cnanges nave been or will De made in ihe ariginal Olans and specificalions and any suspension or aDantlonment has rwt exceeOeO one (1) year. If changes are ma0e or H suspenslon or a0andonment exceetls one (7) year, full fees snall be paid for a new pertnit. (4) No work of any manner shall De done ihat will change ihe natu2l Ilaw of water causing a d2inage proElem. (5) ConVaclor shall no6y the Building Inspector lwenry-kur (24) hours in aOvance br all inspaclions and shall receive wntlen approval on inspectia+fard Oefore proceetliing with successive phases ot the 1~ob. (e) The issuance of a pemit or Ihe approval of d2wings anA specifcadons shall not ba constmetl to be a pemit for, nor an approval o(, any viola6on of the provisions o/ the huildina codes oc anv, other ardinance, law, rule or regulation. \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M1 ~ ~ ~ ~ ~ M N C~ ~ ~ ~ . ~ ~ ~ ~~j~ ~ ~ ~ ~ a , ~ ~ ~ ~Q ~ ~ ~i ~ ~ ~ ~ ~l ~ ~ ~ ~ ~ ~ ~ \ ~ ; ~ ~ ~ ~ ~ , a al 0 '~9- ~,~u ~ ~ ~ a,~ ~1 ~ ~ ~ ~ A ( 1T~ ~ ~ 9' ~ ~ ~ O ~ ~ O ~ ~ ~ n 1~4~ ~ ~ ~ O ~ ~ ~ O LICENSED CONTRACTOR'S IDENTIFtCATION LIC. NO ~ EXP. DATE ~ CITV OF WHEAT RIDGE 29TH $ WApSWORTH WMEAT RIDGE, COLORADO 80215 Signs Pius, Inc/dba Signs West Express 4185 Wadsworth Blvd. Wheat Ridge, CO 80033 ~lti)~A N4y WHEAT RIDGE FIRE DISTRICT "Dedicated To Serve Through Excellence" P. O. Box 507 • 3880 Upham St. • Wheat Ridge, CO 80034 • 303-424-7323 • Fax 303-940-0350 7anuary 6, 1999 To: Darin Morgan Codes Administrator City of Wheat Ridge Wheat Ridge, Co. 80033 Subject: Plan Review fo , Wheat Ridge, Co., tenant interior remodel. Deaz Darin, After a review of the proposed plans for the tenant interior remodel of World Savings, 3490 Youngfield, Wheat Ridge, Co., I have no additional comments or requirements for this project. Respectfully, 4ave Roberts F.M., W.R.F.P.D. cc: file 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 PropeRy Owner : Ute6L D S Abt rv 45 Property Address : 3 491 %4 0 4P, ~D Phone :`f 87- 9410' T " ConVactor LicenserNo. : I . Company: 7&A.~uT I~PRovErr~~:T~S"I+E~Yo4laKJ Phone: 42o-2107 OWNER/GONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ConsWcGon Value:,$' I hereby ceAiy that the xtback distances proposed by this pertnil application are aaurata, and do nM violate applicable ordinances, rules or regulations of the Cdy of Wheat Ridge or covenanta, easements or restridionsot record; thatall measurements shown, aM alkgations made are accunte; that I have read and a8ree lo abide by all condRions printed on this appliwtlon, and that I assume tull responsibilAy for eomphanee vMh. the Wheat Ridge Building Code (U.B.C.) and all other applipble Wheat Ridge ordmances, forwork under ihis pertniL (OWNER)(CONTRACTOR)$IGNED OATEI2~✓~S Description: j~MO pEien+t~ c~1-y / . Permit Fee : jad. so Use : BUILDING DEPARTMENT USE ONLY Approval : Zoning : SIC Use Tax : Uc Total: ~Q SG• Sq. FL : Approval: ~QtS1otWawm~fflll Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : S~~ThETA-~- Company: ('q~pAr6ELt.eliC~cCe~piwy Company: S6we►l4 A~~'~`~G Company: w4p1 Expiration Date : Expiration Date : ExpiraGon Date : Approval: Approval: Approval: (1) This peimN wat IasuN h aaaEanae wMh tlft povisiona sM MM In yopur appBraCOn aM la wEkct to Me laws of tl+s Sute W CaloraEO aM b Ihe Zon'vq Regulatlans anC BuaEirp Cade o1lNhaat Ryge, CobraEO or any Wlier.appNUWe orGnanas o1 the ciry. (2) Thfs pertNt shw exDh ~ W) the wak auUwr(zcd b not eommenaW wiMm sbM (BO) eays M1om Issue aate a(B) Me bW01n0 auUorkN b wspeMM or abandoned br a pMOO of 120 days. (3) tl Nb PemN axpirea, a naw Permt msY be aNuked tor a lee of ai"lf Ma amounl nomuM re0u'vM. puvided no chaqe+havs Oean a wi0 Da ma0e in Me wqinal plans mtl spsaficaliwis wid anY suapenabn or abandonmant ros nol accee0ed one (1) Year. 11 Manqas era mWe a B suspembn a oWntlmmeM exeeeES ana (1) yaar, Wq leea ahatl be paW for a new, peimic (4) No work o1 arry manner shad ba tlone that wip Manpe Ma nstwal Ibw ol water (ausinq a Aninaqe pabkm. (s) convau« anal noUN One euiwBw Inso~a nwenlyrour (ze) na,n In marKe fw all inscedons ana snan receWe writ~n waroval on unpecGOn faN nef«a pTrho~eissuance eCihq witli waassive d tlx .(8) Ne bWW4q~mdi W sM~~~b or reOWns shall not Oe consUUeE to be a C~t for, rar an apprwal d. anY Hdatlon ot Ms provisbnu d iief uildingY pector 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 Permit Number : 8317 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/28/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 Property Owner : Property Address : 3490 YOUNGFIELD Phone : 987-9402 Contractor License No. : 20212 Company : TENANT IMPROVEMENT CONST. INC. Phone : 420-2107 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $5,000.00 I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh t Ridge ordinances, for work under this permit. DATE j2'~f ~ SIGNED ' CONTRACTOR OWNER P2ffllit F28 : $50.00 Plan Review Fee : $0.00 USe TaX : $0.00 TOYaI : $50.00 ) ( Use: Description : DEMO PORTION OF BUILDING FOR NEW REMODEL Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subiect to the laws of the SWte of Colorado and to the Zoning Regulations antl Builtling CoOe of Wheat Ritlge, Colorado or any other applicable ordinances of ihe City. (2) This permit shall expire if (A) the work authonzed is not commencetl within sirTj (80) days from issue date or (B) the building authonzetl is suspentled or abantloned for a penod of 120 tlays. (3) If this pertnit 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 specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full (ees shall be paid for a new permit. (4) No work ot any manner shall be tlone that will change [he naNral flow of water causin9 a tlreinage problem. (5) Coniractor shall nohfy ihe Building Inspedor Rvenry-four (24) hours in advance for all inspec6ons antl shall receive written approval on inspection cartl betore proceediin9 wiN successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcaGons shall not be wnstruetl to be a permit for, nor an approval of, any violation of the provisions ot the building cotles ol any olher ortlmance, law, rule or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION C 1~ `(f C-) APPLICATION FOR CONTRFCI'ORS LICENSE CZTY OF WHEAT RIDGE (Do noc write in this 7500 W. 29th Avenue License Wheat Ridge, CO 80215 _ E.rpires: jZ--v~J-yy 7p* r^'-,)NS' : 235-2855 97 ~jSG s~~7 space) The undersigned affirms that he is familiar with the Ordinances. and regulaticns of the City of Wheat Ridge relative to building & construction within the City & sha11 at all times perform in compliance with same as a contractor under the class of license hereby applied for: ((~'y CLASS I $125.00 Building Contractor Unlimited construction, repair remodel, alterations. ( ) Class IZ $75 ( ) Type A..Lath,plaster,drywall ( ) Type B..Roof covering,water- proofing ( ) Type C..Masonry ( ) Type D..Sandblasting,cleaning ( ) Type'E..Excavation,concrete, caissons, foundations ( ) Type F..MOVing of strictures ( ) Type G..Painting & decorating ( ) Type H..Swimming pools ( ) Type I..Structural metals ( ) Type J..Elevator installation & service ( ) Type K..Carpentry )Class III $75 Building Contractor Fences, siding, limited light construction of ancillazy structures, remodel, carports exterior sheet metal ( ) Class IV $75 ( ) Class XIV $75 Homeowner-construction of own Electrical Signal Cont. house or major alterations systems operating at . O Class V$75 Demolition ' less than 48 volts BUSINE55 NAME T6Np,NT I'W~VI2eYd~l~I/7 L-r,~, srac,2ik~rn Ce -'t' p ADDRESSfiqZ.,C-3~tLiSawGr CITY/1,ur)„OMOC ZIP_Pvv7- (_PHONE y2'62lo7 NAME(S) OF OWNER(S) REFERENCES ADDRESS_►_{3Q~(ixjLiFo~NIN FD2~y 7 cRe ~usl~~ r.u uao.l[ECVE~~ ee„rsys ~ 3 i- i~ fl, st - p~,•~ ~uzo~ Lv uA 9na.nK. e _~Y9~t Bti.*,2~cd.. Dfi., Pvz-o-Z SIGNED_ ~ DATE 1? Mf$ APPROVED BY . Chi Build g Inspector ( ) C1ass VZ $75 Plumbing Contractor State License # ( ) Class viII $75 F?eating b Ventilation Concractor ( ) Class IX $75 Gas Service Contractor gas b liquid fuel piping gas ranges,dryers,refriger- ators,incinerators,conver- sion burners,venting, water heaters, low voltage wiring ( ) Class XI $75. . Sign Con[ractor ( ) Class XII $75 Fize Pro[eccion Conc. _auto. sprinkler,carbon dio:<ide sys[ems, stand pipe,syscems • ( ) Class XIII $75 Lawn Sprinkler Contractor r so 6 2 -~.f/ Company : TENANT IMPROVEMENT CONST. INC. CityLic : 20212 Address : 8925 JELLISON CT Phone : 420-2107 City : WESTMINSTER CO 80021 Fax : Date Issued : 12/28/9$ Type of LiCense: Expiration Date : 12/28/99 Building Contractor ~ CHIEF DING INSPECTOR TENANT IMPROVEMENT CONST. INC. 8925 JELLISON CT WESTMINSTER, CO 80021 Q z W U) m z N w w U t- H ri a ~C U w . a N d X _F ;E7 +*,:~:,o r rit~. U F w : W O o fx U cn ~ - - ~ ~ ~ ; ~ : ' O Q:<- ~ ' R. 7. ~D b. ' >t r .C nt w m z w V H a O ~ m w m a ~ E U CITY AND OUNTY OF DENVER BUILDING SPCTION DIVISION 200 W. 14th AVl NUf , DENVER, C0.80204 ~ REGISTFNTpN M1ICENSEN0 . pq OF I OE pqTEOF E%PIRATION G18b48 0 31/1 98 03/31 1999 S REGISTRATIOW LICENSETVPE DESCRIVIION M10UNT HUILOING A HUt1PHREY JAMES M $400.00 SUPERVISOR) TaTAI $400.00, CONTRACTOR LICENSE/REGISTRATION TENANT ItIPROYEMENT GONSTRUC7ION GORP 8925 JELLISCN GT WESTMINSTER CO 80021 DIRE OFBLDG.INSP.DIV. 02-29-1998 0101-52310 3_il: u400.ULI Fermi t 98112016`:+ 12:44 PAi a ~ H U ' H W C~ OC 0 z H ~ z w U H a~ O co z ° W E ~ U W >z 00 ama aHw ~aF ~am wz [ti F7 H FCLnF zNm wmw Fm3 FORM NO. 1530 NOT VALID UNTIL RECEIPTED 8Y CASHIER # ~ CLASS I- BUILDZNG CONT4ACTOR LZCENSE List below members of £irm including major stockholders if a Corporation. Name Residence Address Ti 1 ~ P4~.L=T~'5------~72_S,~¢ui~~~~~5~i03'~xL4 P~z!---t~gES~US/67/Pk4S T- _~k a6-1bt6_E_JruzN.~ 5~ G _ - __)iM_~?►~~N~X---------Jll~_.SK~~~--~~6t~-r~u --~0601------!~.Px~~n~~? Supervisor's Name Residence Address Signatures of individuals authorized to sign permit applications NS------------ CURRENT List below contractor's licenses heid by firm, LICENSE HELD: members of £irm and/or supervisor listed during past (3) three years: Type and City or License Issued to Orig., year Class Jurisdiction No. of issue -----14u9 jL LL---- _-LCsrnS--------- j4'4 s_'----- -T? -----ACL~Lm-- n----- -------------y---------- 1 q 9-k Have any of above Yes O i£ yes ever been suspended? No (~C) state details continue reverse Page 2 Have you ever taken Yes As an Individual bankruptcy? (x) No Firm ( ) Date Have you ever been the defendant in a lawsuit charging improper performance of or £ailure to complete a construction contract? State details and final determination: /ue (Continue of reverse side) REFERENCE5: 3 Persons or firms who can attest to your £inancial responsibility. Bank AiaRl~G-ST OAUIL Address ge-, 'A;t IL%,A DS"enA Material Supplier 6pL ES{-f 'DpP ft Address Material Supplier DRk UOA.Li- St+ppLy Address How long have you engaged in the work for which you are requesting this license?2 1 Years. Under what name? Under other namex? `jsAyfNT -AL-_Years As an employee o ~ S Ns w Crnsfi Years 16 Yf- Years Years List degrees, Certificates, Trade Courses completed etc., in the work or related work or subjects which you feei enhances your qualifications to perform in the classification £or which this license is requested. State name oE member of firm holding such Degree, Certi£icate, etc., if different than applicant s`ignatory to this application: ^ v- v L~ J f M _ 3ayQ S IV~n,v~e flt n4i ia knUCAL?iOK. 14'04'f{7LI41.. Klr'TS -q~J Page 3 List below at least 4 completed jobs you contracted during the past 5 years. State whether contracts were by applicant firm, an individual member of the firm or by a supervisor now in the employ of the applicant firm: ' Jo6 Address I51S AIZacaqor, ApProx date of completion t I•19 Prime contract direct with (L-)Owner ()Sub-contract with Gen'1 Type o£ Project /~/~'~oRQHnoOEt Approx value of contract -A 6S'o,000 Name & address o£ (u)Owner ( )Architect ( )General Contractor Ldr:~~- 6srtEie.D1e~S6s 6io,eA0 a ~s~r A+e~v,a►+o~. T&cfe3 ~sa ~~r,tiertlo2ez, Contracted under name of 7 fCenSf4o2n ~f)Firm ()c)Member of Firm (.r)supervisor Job Address 1'~~-J7 47 S T Approx date of completion C/•J'v Prime contract direct with (N)Owner ()Sub-contract with Gen'1 Type of ProjectSEAn4ktR6,»e,de0 Approx value of contract Sao/awe-} IS2p,ee4 Name & address of (Y)Owner ( )Architect ( )General Contractor C irSFFlnaN LdA10 FI6LD Qee+~,SVS G33-17-ASr 0EWc--24uhik4'z Contracted under name of 7^ I Ge+»S't •6~ X P (~p-)Firm ( v)-Member of Firm Job Address 1?0( CAL/Fai°JIJIA Approx date of completion 2,9 Prime contract direct with (K)Owner ()Sub-contract with Gen'1 Type of Project Lt'~A~ Approx value o£ contract zya a i- Name & address of ( )Owner (X)Architect ( )General Contractor /4'I-c-Elartc I ,vc L-'R.Ui& 416-1-745 T Pc -a-ozContracted_under name o£ T- / Lans'l' (q.)Firm (tWember of Firm (..-)Supervisor Job Address_6ie2iD5'.4LU6S Approx date of completion 11. 9r- Prime contract direct with (V,)Owner ()Su6-contract with Gen'1 Type of Proj ect /,(ll`6Kae( Approx value of contract 70,00 Name & address of ()~)owner ( )Architect ( )General Contractor P.ttOLLA SAulIJ 6< l~bo r A-4uAN* AU4eL-A _ Contracted under name of TA .C&+5'f ' (/-)Firm ( ..}Member of Firm (c_)Supervisor Page 4 REFERENCES List below at least 4 re£erences. Acceptable re£erences include such persons as Architects, Structural, Mechanical or Electrical Engineers, General Contractors, £ormer Employers or other Contractors engaged in similar work or other persons who can attest to your competence to per£orm in the classification for which this license is requested. Do not include relatives or persons not connected with the construction industry. ~,1 _*&9==z_ 1. Name 9Q UIt_ MiLI`~ Address 410 11't~ST $G/7rl&S a City pL•-!C&-2 Zip F~LCL Business/Profession &TErt~ce- 043t6u6-n (1 7 3 2. Name 6b1vAeD pA}QSDCG'qI Address ('S1S ARIAIAI4U~- Qe a CityW- b0411- Ziprza'+- Business/Profession otu,u&-fz- 3. Name !KOu ~yupy City 4)"O&YL Zip -fi 4. Name f(t(, eQp moD City L!~,tso4p Zip♦ 5. Name CitY ZiP- NOTE: Address lFd( C,4LjMP111A_S 7' ZrO60 ~l,.oZ Business/Profession 1H~U~~rb~c.T' Address Business/Profession iu-•,v64L Address Business/Profession Processing can be expedited if above re£erences and those required on Page 3 are secured by the applicant and submitted with this application. y."?^"?'^9$"°# .?`hP. 1P"st k, : r. . . . . , . . . . . DEpgR'1'MENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7350 BUiti!#PIG INSPECTION DIVISION - 235-2855 Date : 6/26l98 < CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 f~ ,Z PropertyOwner:Jlk,~_nA o~S prqperty Addre' 490 1/2 Voun field ~CA~'v_J Phone : • CbntractorLicense No. : 19345 Company : Service Electric kOr ~phone : 978 1880 SIGNATURE OF UNDERSTANDING AND AGREEMENT lhstaqycd f tl~e aetback distances proposed by this permit application are accurete, onddq ~~R U~agppliqable ordinances, rules or regulations of the CRy of Wheat Ridge or covgoiCba, 6pNY~ Ar roatrictions of record; that all measurements shown, and ailegadons ryNN#eply,qCC~al~; 40ptl.heve read and agree to abide by all conditions printed on this wd tlM! 1~tume full responsibility far compliance with the Wheat Ridge Building ~.G:1'antl all.other applicable Wheat Ridge ordmances, for woiic under this pertnk. Roof : Stories . (pyyryEi2KGpNTRItCTOR) SIGNED DATE ~ Use: pescrjption ~ Move existing circuits for exterior lighting to new house panel - BUILDING DEPARTMENT USE ONLY SIC ~AIWOVOI: Zening : APR►'o`!al : ~ ACroroval ,yr : Walls E-leotlicaf License No CuroPBnY : Expiratbn datg : ; (1) 1h+Iw~oe7lNtWas7ssuedin . RlpWOM iMlBulltling .(2) Thf~:~ryl~allWleMWreif Plumbing License No : Company: Expiration Date : Approval: COOStNCtlOfl VBIU@ Permit Fee Plan Review Fee Use Tax Total $2,000.00 $45.00 • $0.00 $30.00 $75.00 Sq. Ft. : Residential Units : Mechanical License No : Company : Expiration Date : Approval : ons aet forth in yopur application and is nubbctto the lawa of the Stele W CobraEO end t° 1he ZoMrv9 rado or any other applicable oMlnances ot the Ciry. n commenced wNhm sixly (80) tlays fran issua tlata a(B) the bulklkig authaizaA Is suaPendsE ar (9~ n1~.p~f~~x~jfieg, g irew permit mey be ecquiretl for e fee of one~half the amounl nonnaly required, povidetl rw chenpea hsYe baen a'ubl ha matl° in M° {dyla ~tl spedflceUons anE arry suspension or abaMOnmeM has not eacceedetl one (1) year. If changes are meOe a M suspenslai w abentlonm9M ~s pne Si? Ywr, fuN teea aM1all ba paitl Pot e new pemit. ' (g) Nopqppctl!amL ~tnanner shell be tlone tliat wdl change Manatural fbw of watercauslng a drelnage proWem. (6a CpN§~pr~Sh~i natly the Building InspecMrlwenly-four (24) hours in atlvance for ell inspecdons and ahall receNe wiinen apptovN on inepecdon canl before successivephasea o tMeI'ob. (q) . wi~pfA e parmil w lhe aOP~'al ot tlrawings end specificatlons shall not be construetl lo be a partnH tor, nor an approval of, arc/ vblation of the Provisbns . p(tlhsp ~es or airy other ordinance, law, rule or regulahon. CI11ef Bugding inspector THN$ PERMIT VALID CONLY ALL W234 5933 24 HOURS PRIOR TO~INSP'E TIONPECTOR AND MAYOR 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 : 3490 Youngfield Street Contractor License No. : 18617 Meets sign code requirements Company : A& A Sign Specialist Phone : 9889267 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT L 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, easaments or restrictions of rewrd; 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 : Install 24" illuminated letters on building facia. Construction Value : $3,895.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $58.43 Total: $73.42 Use: BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : PCD Approvai : DM Approval: Occupancy : Walls SIC 7532 7/29/98 Phone: 238-9859 Sq. Ft. : To be installed per MEC, 1996 Edition Article 600 Roof Electrical License No : Company : Expiration Date : Approval : Plumbing license No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (7) . This pwmit was issuetl in accoNance with ihe provisions set forth in yopur application and is subject to the laws of the State of Cobrado and W the Zoning Reguladons end Building Code of Wheat Ridge, Colo2tlo or any other applicable ordinances of the Ciry. (2) This pemat shall ezpire if (A) the vrork authorized is not wmmenced within sixry (60) days from issue date or (B) the builtling authorized is suspentled or abandoned for a penod of 120 tlays. (3) If ihia permH expires, a new pertnit 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 antl speafcations antl any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No woiic of eny manner shall be tlone ihat will change the natural flow of water wusing a drainage problem. (5) Contracror shall no4ry the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspaction cartl befare nng with successive phases of the job. (e) 8 issuance of a permit or ihe approval ot d2wings antl specifications shall not be construed to be a permtt for, nor an approval of, any violation of the provisions of the builtlin9 codes or any other ortlinance, law, iule or regulation. gA 6}'1 OY-Ga- ,r\ Chief Building Inspect THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION awt-ulNGCNT.SYROF Vj~HEq~VtS►~yNE235-O285 ENT 7500 29TH RIDG 5 WHEAT RIDGE, CO V 02 5 Building Permit Nurnber : Date : Pr°pertY Owner : Prope #"\FPlEulcc~~) iJ I LLSyC zE rtYAddress qNp ~1 AJ T C°ntractorLicens °V ^t ~ r~C~ c No. JD T. Company; ~ OWNER/CONTRqCTOR c ~6~ DI lhe SIGNA7'URE OF ~4~-1TE'S , and doY ~rt~ ~hat the setyy UNDERS7qNDING AND not violate applicable old,istances r P d b AGREEMENT made aPP~ication recp o/ the aurata, Covenane acc ~ that~l asI nre~ dsae -tha~~ ame~ sue m'enc ry°~~~are a Code sume have full ad res a g eto abide b ~ shown, a~dRidge or (U.C.) antl all other a Ponsibili for co Y II COnditions allegations (OWNER PPli~ble Whea id9e OdPliance with Ihe Wpl~eaf R d this .B)(CON7RqCTOR) SIGN j~ an 5. (or wo~ untler this p Bui/ding DescriP DA7E~ -t'~ ~.,STtt« a e~.. ~,~,,C~q~ Bcs~Lpi~7 fb'~~'' BUILDING DEPqRTMENT USE ONLY 7~ApproValoning : p C ~ ~ ~Q v ~S . ~ 7-o 6c lnsf~//cd Approval: Approval: Occupancy : Walls : Roof : Stories : Phone : Phone : Construction Value 3895; Permit Fee : ~ ~ O 0 Use Tax: Total: U=_ $0.00 SfC : ~ ySq~,Ft. : CA3 .~:6/ ~ .nna: ~L~ Units : Electrical License No : Plumbing License No : Mechanicall't4'. Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnil was luued In aaortlanx with Ne provlsions set lorth In yopur applkafion and Is suCject to the laws of the State of Colaado and lo Cie Zoninq Regula6ans aiM Building Code of Wheat RiOge, Colorzdo a any omer appiiraCle oroinarKee ot tne Ciry. (2) Thi] pertrYl slwll e:qre d(A) the wotk auUwnzeO b nol commenceE wMin sizry (60) Oays hom Issue Oato a(B) the EuilEinp auUwrized is suspenEeC or BbdfId011E4 fIX 2 pCflOd 01 720 42Y3. (J) Il lhis pertnil ezpires, a new pemut may be acquired lor a lee ol one-hall Ne amant nonnaly required, provided rw chanyes Aave Deen «vnll bp rtade in the original plans and apedfifations and arry suspension or aDandonment nas not ezcectled one (t) year. II tharpee are made a if suzpension u aWMOnment lxCe2d5 One (1 ~ ylaf, NII fees shall be paid lor a new permit. (4) No work Of any manner slull be daro Ihat vnll change the natural flow ol water ausinq a drainaqe proDlem. Inspeclor lwenrylour (2<) hours in advance la aal inspections ana snall receive wnnen aDOroval on Inspeclion ara Eefore (5) C~Yaclot shall noUfy Uie Builtllnq ceee,i~ wiN success phaxe ol the lob. inal (81 d Ihe buildl'n9'codes of Y lve oNe P~ ^a^~ ~'n~b a~ Gon. ns snall rat Oe consweC w De a pe~*rvt for. nor an aPDrwal o/. afry WdaGOn ol the provisions Chief Buiiding Inspector For Mayor THIS PERMIT VALID CONLY ALL W 345933 24 HOURS PRIOR TO~IN PIE TIION ECTOR AND MAYOR ~ ~ r3,' H SL ma ° ~ m O O 14C o rn m-4 ~ - m vm Q E U ri w~ m W FC E v+ t-i t-i i.i ~ U W • .N ~ ul rt ro Hx •~uv va~ ~ x m . s a, x M s+ .i ro rt ul N W E Ln m ~ ~ ~ . ~ . . x .i m O E >1 rC N • • E W ++C~ • • ~ ix U .i b . . aa ~ U • a a H U] r+ N (`'7 a Q A W H . . ~ P •m D ul4~ ~ a .a a~ c H u s+ ro O O z a c ~ ~ • M E O ~ O cy ~ . O Z .N U a H tn N.~ N ~ ~ O Y~ C U xa o F ro•~ ~ cn a • z H H I.C W Q' N ~ z H ~ xeu ]z< ~ a ~4 ~ wlt4 w w 3 W w ~ • ~ c o N ~ U J ~ N ~ o° z a w 3 N ~ c ~ N II Z~~ ~ ~ V - Q ~ ~ w ~ - ~ ~ Q ~ Q U U ~ 0 C U ~ ~ ~ N U ~ nOiZi ~ nZiG ~ ]C ~ ~ ~ m Q~~~'t- \ in Q ~ Q io oo N (3) ~ a~~ (14 N N a~ w c ~ ~L-LJ o ~ o° a w r2~ .a p Z a g~~ C) P- ~ m$ ~ N H y ~ Q m U U) w a ~.ro „mm g H ~ ~~a(7 Z H O O~aS o ~ D ~ ~ m aYp NW l.1 `~'~3 w ~ ~i a y m i ~ c a~ m~-~ ~ ~ ~ ° ~ ~ o ¢ ° N fIM Wail-mourYted channel letfier - Jw Ir. ~-l eiererxeto ital iY ~erie•al ~ wa-I.mor, ~ i .naminys and cFa" MNj ins aiatu ~ : ar view . , \ . . _ni... y.,.i ' f'.ICIGN! , l rR.~ M V,)11G",~ Mf!A~ _ CntlLF P Nbtr. Ux TO wnh SSW FCW and 6t0 jP3p w,I• c~~i Tne NEC tha VHT of Ihai, 4(~wt bc ECI()N n ontlmf (Banblv D.U. :on4unurfMf) ELECTROj~o~ SIGN SYSTEMS INC. Photos of Holly West i_ 3 V 1.I ] - - HaHv West APPLEWOOD VILLAGE 1 1 i -17 J FhcL 10r-J~. n, CEf) LI/V w n . I 'jj 1 All i - ' 3JILDING 1T '490 oungfield 'ho-at- Ridge, Co J) 4 11 C, J J N 1.fI` (,~J JJ, ,G i - - - r ~F) CI<, ""v ~y r w> *Clver1ayed with new substrate and FIF5 ~i I FS I ti r r 1--i ovf, sIC~i~ M. LI ( _ ~N - - , a I ~ I I f ~ i I ; I ~ i HOL~,Y WEST BU±LDIIG EEMDDEL AT !1LSE.EY7V0D V I LLRGE 3490 Youngfiele1 G,T},eat Ridges CU 3 'Uc I f i ~ U C~ 4 - 1G V ~ M i F ~ n n rv Q 8/11/97 r 'Al I, 1 i. kl- HOLLY WEST BUILDING A,T APPLE WOOD VILLAGE 3490 oung`ielE, Wheat Ridge, CCU ~T r ~P~l 1-1 -T ~{=1~.~' Ili r 1 i_l Jr -.Iv- i I I 31 al I -j I IQU L I I ~ % II i l I I f i ~i rX"P I ~..II I I f ~ II I , I UF) r ~o rlF~~l ~~~~Ifl ~ FwIT ~ x, z, r i i I t J I(~l-TvCe Ilr l ~ 3 i IJ ,I ~u I rQ, ~ J~-Yt~I ~ ~ I IGa~ I.T I x & I -I I1 ` I` t ~ I n ~ I I I. {I41/~1 I I I~ I IJI 1 -LL" CLi \I_t~ C~ATl~--- r I V 1 = . _ I ~ iL _ I I 1 ~ c rL 5~ ll~ I c r y, 1='rJ ly_I.~ I - T Njo I ~I ~ j I ~ I Ia i ~I II I' i!il I ~ I II jl I~ ~ li I I I ~I ~ II, I I ~ ' ry ) II I I I _ `~~I _ ~ nfl~: } I,. - f ~ r~ 'J 47 - - - I ~ i- HOLLY `;?EST BUILDING REMODEL AT APPLEWOOD V ILLAGE 3490 Young field Wheat R dge, CC J 4, I r- ~ 4 I ~I I <5,t i ~I,I 7 C) 011 G/i O / i 1 I 'I J I r' " r ~ = 1~ 1- i ? Y I fi y I ~ m X 0 > rn m a• ~ r~ ~ Ri 0 0 o • ~ rn ~ / U~ ~ J V` ~y i 11 ~ Y ; 1~ (1 ~Fj F Y ~(J ~ 1 l\ 11 t o, i ,i__ . . V -C i ~C 0 1 L~=I - ~ ~ - u h ~ ^ I h ~ b ,1 ` L!~ I ~ ! ♦ ~ / l' . ~ (lIP , 4 ~ .4 l td p ~ 1. 1' iU a O ~ ~ ~ ~ 11 / , ~cr.. ; 'v...... ,..4Y. . a.. . ~ n=:~a . C . . . . ' . x. • C.. , , . . r' ~ . , . . . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7595 A BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 8/10/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3490 Youngfield Contractor License No. : 19323 Phone : 592-9112 Company : Construction Design Associates Phone : 758 0666 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback dislancea propoaed by Nis pertnR appliptbn are accurete, and do not violate.apphceble oMinances, rules or regulationa of the Cfty of Wheat Ridge or covenaMS, eaaements or restrictions of record; thal all measuremeMs shown, and allega6ons made are accurate; that I have read aml agree to abide by all condkbns printed on lhis application, and that 1 assume full responsibN~'y for compliance wkh the Wheat Ridge Building Coda (U.B.C.) and all othar applicable Wheat Ridga ordinances; for work under this pertnit. (OWNER)(CONTRACTQR) SIGNED DATE Description : Replace siding and soffit board and back side Construction Value : $10,500.00 Permit Fee : $163.00 Plan Review Fee : $0.00 Use Tax : $157.50 Total: $320:50 USB: BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approva Approval : Occupancy : Walls SIC Z~ Sq. Ft. : Roof : Stories : Residendai Units : Electrical License No : Company : Plumbing license No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) . This permlt was Issued In accordance with iha provisions aet kM in yopur appllcatbn antl is eubbG to tha laws of the State of Coloratlo and to the ZoNnp Repulelbns atW Buildinp Cotle of YVRiea~ aw caaaao «am wner.apWiceo~ oramrKes atne c~. (2) Thia permR ahaN expire N(A) Yia woAc a etl is not commenced wiMm sbdy (80) daya from issue tlate or (B) the bullOlrp auUwrizeO la auependeA or abantlone0 for a perloE of 1~0 days. (3) n mie aermn exWres, a newpermtt mer oe acquked ror a ree of one-herc me ama,m mrmeiy reqwred,po waea no chenpes have been «win ne mede m me aipinel plans and npecificatrons end any sw 6Wn or abenEOnmeM hes not exceeded one (7) Yeer. If chanpes erematle w H auapenNOn a abarMOnmant e:ceeas wre (1) rear, mn rm shaa ne Pew «e newpemin. (4) No wak of arry manner ahell be tlone that will Marpe the neturel flow of water Ceusirp a Grainage proDlam. (5) ConhnGOr shall mtiy the BuiWhg InaoeUOr Lwenly~tour (24) hours M advan~e for ell inspections anC shall reFeive written epproval on Irispectfon card bafire oroceadiinp xtiM auccessiveane aes ot Ihopb (s) 7ne issuanee of a vemm or tns appoval o(tlrawtrg¢ arM speurcadons snnn rat be conswea ro ne a aermA for, rar an apaoval a, enr viaaUOn ame proviawns THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR ` CALI: 234-5933 24 HOURS PRIOR TO INSPECTION Dec-12-96 09:39A DEVREVFAX 303 235 2857 P_04 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 g~~/0~9~ CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RlDGE, CO 80215 Property Owner : ~,QJ rI .J Property Address : 'Vg Q Phane Con;recter License No. M m,y Company : , Phone : ,P'' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEb1ENT Construction Value :/6^5-61411 I hereby certiTy ;hat the setback Cistances proposed by Nis pertnit aOPliption are accurate, P2rmil FE0 : /(Q 3 and do not violate ap0licable ordinanCes, rules or regulations of the Ciry o( Wheat Ridg^ or easements or restrictions of romra: that all measuremants shown, anE alle5ations cavenants pldn Review F?e : , made a:e accurete: Ihat I have read and agree to aCide by all Conditions prir,ted on this aFPlication. antl thal I assume full responsibiliN for compliance wiN the Wi:eat RiCge Bui!tling if f USE T3x : is pe^!+ . tidqe ordinances, for wcrk und€r tR Catle (U.B.C.) ar.d all oNer appGwble Wheat ) 14 Totai : i - - c ition BU ING DE? ENT USE CNL t Y Zoni!-h%',CP~4imffwrl SIC : SG. F'.. : Approval : Zoning : Buifdfrid!Cb-Frtments~ Approval : P u b I KWBlYWC "5_m m e n ts ~ Approval : Occupancy : Walls ; Roof : Stcnes : Residen[ial Units : E!ectrcal License No :/V/'g Plumbing License No :,ffii Mei License No :/V Company: Company: Compary: Expiretion Oate : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ cPfan3~R'i tred~j IN rlaliyRiiiiqilired~ In sPlh~VReqir_ad~ (11 TTis perm't was iuued in accortlance with the Crovisions set loen in yopur ap0liudon and s suaect ro the aws e( cn e State of ColaraCO ana te ;?ie Zoniny RegulaliCns snC BmlEinq CoOe of Y4heat RiEge, COio2E0 0r ]ny Other a00liUb4 a/OinanCes pf Ne Cily. This permit shall ez0im d(A) Ne watk dufn0nzed i9 nOt cammence0 wiNm vcry (60) tlay5'rom issue C2te ar (B) 1^e NiiGing auth0:ix!d !5 5u5Der:eC or abantlonetl for a OmoO of 170 tlays. ;71 11 Ipis ,^erm-t expres. a new permit may De acpui2d tor afet of one-nail Ne amount noenailv rcqmre0, provideC :+o tnanSes have been or will he oaCe ir the priginal Oians anC speufcations and any suspension or atlanCOnmenl nas nat exceedeC cne (1) yeac II cnanqes are matle or d swoensian or acanCOnmer; excecds one (1) yeac !ull lees shall De paiC Icr a new permii. (4~ No wart ol any mannef snall oe tlone that wm cnanqe the namral flow o( water ousing a Cra,nage Oroeiem (5) ConVac:or shall nonry the 9uJtling meoKtor nvenry-tour (:a) nours in aavance for au inspec^.ons an0 snan rectlve wnnen apomval en nspeclon :3rtl Ee!cre prwttqung with suGCeasrve phases at Ne IoO. (5) The issuanCe of a permil or the aFDroval o~ Crawinqs and sGecifcauons snan not Ge wnStrueT.o De a cermrt'oc no' an approval c!. any vioiatwn the :r>r.scrs J/ the Cwlding COtles cr any olner ortlinance, bw, Me ar regulalion. Chief Building Inspector For !vtayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1~.. s ~ v 0 ~ m C m ~ N a ~ m ~ ~I ~ m e S s m W ~ C n o m z io 0 7a m O a0 ~ o e m m M 0 V $ o Ian M O. 0 m < 0 m 0 ~ 3« C- 0 Q 5 ~ m ~ r ~ y 01 C ~ S e i w 3 aw a ~ to ~ M O y ~ 43 a e o z t~ . N n~ ~ m ~a o ~ , d~ fD 3 f ~ N N o a ~ ~ a .3 * ri~l r., ~j pop (D ~ °w ~N D N ~ ~ ~ m C ~ v ~ ~ m I ~ 3 Z ~ ENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7349 ING INSPECTION DIVISION - 235-2855 ' CITY OF WHEAT RIDGE Date : 6/26/98 7500 WEST 29TH AVENUE ' WHEAT RIDGE, CO 80215 ' P[operty Owner : Property Address : 3490 Youngfield Phone : 5929112 Contractor License No. : 19345 Company : Service Electric Phone : 9781880 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby carti(y that the~ seftbadc distances proposed by this partnk application are aecurote, and do not violate applicable ordinances, rules or regulatlons of the Cily of Wheat Ridge w covenants, easements of.reatrictions of record; that all measuremants shown, and allegations made are accurate; thaY I.:Aave read and agree to abide by all condiUons printed on this application, and that I asaume full rospoosibiliN for compliance wRh the Wheat Ridge Building Code (U.B.C.) and alt atM1er applicable Wheat Ridge ordmances, for work under this pertnft. (OWNER)(CONTRAC70R) SIGNED DATE Description : Raise electrical to 6 roof HVAC units for reroof Constructioo Value : $2,000.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $30.00 Total: $75.00 Use: BUILDING DEPARTMENT USE ONLY Occupancy : , Walis Roof Electrical License' No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: SIC Sq. Ft. : Stories : Residentiai Units : Mechanical License No : Company : Expiratlon Date : Approval : (t) This pertNt was ~ispued in accordance with the provisiona set foM In yapur applicaUOn anA Is subkcl to ihe laws of the State of CdoraOO and to tlro 7wtlnp . Regula6ons end BuiWing Code of Wheat Ridpe, Cobrado or any other appliceble otdmentm of the City. (2) This peimit shaq expire if (A) the woiic authonzed is not commenced witliin sixly (80) daya from issue Cate or (8) the WiWing euthorizeC le ausparMed or abandoned tor a pMlod of 720 tlays. (3) It this permR expires, a new pertnrt mey ba ecqulred kr a tee M onanall the artwunt nortnely required, qovided iro rhenpea heve been w wi11 be made in the original plaro aha Bpecificatlons and enY suspenalon or abarMonment nas not exceetled orie (1) yeac It changea am meOe or tt suspansbn w abendonment excaeds one (7}year, NII fees shell Ee paM for a newpe~m k. (4). No work of arryhwnner ahall Ge tlone thet will chanpe the naWrel flow ot waler causim a diainege problem. - (5) CoMraGa shell mtlry tlre euiltlinp Inspectw twenly-kur (24) hours In aCVance Mr all fnspections aM shall receiva written appmval on inspedbn catt! Defora proceediingwitll8uacessrvephaeesotMe1ob. (8) . TTe Issuance of a pBrtntt or the approrovel of tlravfings antl specifleafions shell mt be construed M be a permtt for, rar an approval of, arry vbla6on M the pmvisbne of the CuiWing codes ar any oMer ordmaxe, law, nde a regulaUai. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3yqp yvuti4 Contractor License No. : j g 3y,s' Pnone : 5 ` t 2 - 9 I I Z Company : SE,ZVjeE Phone :c~78 -(g go OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby certify that the setback distanees proposed by this permit appliwtion are aecurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; lhat all measurements shown, and allegations made are accurate; that I have read and ayree lo abide by all contlitions printed on this appliwtion, and that I assume fuN responsibil'Ry tor eo21 liance with the Wheat Ridge Building Code (U.B.CJ and all ather appliwble Wheat (2idge ances, for work under this permiL . (OWNER)(CONTRACTOR)SI~D~C~-a ~vDATEv~~ I ~ US8 ( - Description: '/ZR.iSe C[.~Cn2iCaL ro (o ,Pticii-- UN I -rS ~oA- 2~YLdwJr-7 BUILDING DEPARTMENT USE ONLY SIC Approval: Zoning : a Approval: Permit Fee Use Tax 2 c~Cx~ - ~x • Total : C{ 3, Z,`j $0.00 Sq. Ft. : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: (1) 7Tis permil was Issued In aaatlanx wiN the provlsions selloM In yopur applitation aM Is subject lo the laws of the State ol Cob20o aiM to the Zminp aegulaUOns anC Builainy Code ot wlieat Ridpa, CWoredo a any otner appiMawe orainances of tne Ciry. (2) TTU pemiit slwll mcpim A(A) the work auNa¢eG is not commenud wiNin sc4y (60) Cays hom Issue Eate IX(8) the buiWlnp aulhoAZed is auspended u aOanEOned for a perlatl of 120 days. (3) II Ihis pertNl e:pires, a. irew pamit mey be ecquited for a/ee ol one-haM the amount nomwilly requireC, protitled rw du'pes have been a will be made in the onginal Olaiu and apetlRraUOns and any auspension w abandonmenl Aas not exceeOed ane (1) year. II chatpes ara maEe or i( suspenairn w aWnCOnmont eaceeds aie (1) year, (ull leea shall De paW /or a ne.w cemut (4) No work ol any mannet shall be done Ihat will change the natural Mw ol waler ousing a E2inage qo0lem. (5) Contnclw shall notiy the Builtllny InsoeUOr lwenlyJOUr (24) hours In advaMe lor all inspeclions anE shail receNe writlm aD0~va1 on Inspection arC belore prorzeEiirq wilh suttessive phaxs ol ihe b6. (6) The issuance ol a pertnil a tha epproval 0/dnwings enE speafrations ahall rot De tonsWeE lo be a pertnit lor, nor an approval ol, airy vbUUOn of Ue praWslona . of tne buildirp coOes a any otlier adinance, law, rule w reyuWlron. Chief Buiiding Inspector For Mayor r - po '7-5' THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~t E o SL4 NcLos I Ir t j 38 th `Holly West- I _ '0 I C II APPLEWOOD VILLAGE . \~IGI 11Y ~f;,r~ E ~ G S UI~I.K t ~ ~ Its (NJ ~.Artt~~ a~,t~5 F{JI.Cf \~I~SY INsrAt,4 ¢"~Nc s{J~g f VA la c F. i #i f 1 s f ,y HOLLY WEST - BOILDING REMODEL AT APPLEWOOD VILLAGE t . 3490 Youngfield r Wheat Ridge, CO Q Z c ~ Q big a C1 ~ Q O Ln e o ~ I$~ U s[1s1~1 ~ . ;IFVI'S EZ-1(~3a1~ ~ A- A JEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7350 ~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6/26/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 34Woungfield Contractor License No. : 19345 Phone: Company : Service Electric Phone : 978 1880 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordmances, for work under ihis permit. (OWNER)(CONTR4CTOR) SIGNED DATE Cdnstruction Value : $2,000.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $30.00 Total: $75.00 Use: Description : Move existing circuits for exterior lighting to new house panel BUILDING DEPARTMENT USE ONLY ERNIERNMEN SIC : Sq. Ft. : Approval: Zoning : Approval : 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 permit was issued in accordance wifh the provisions set forth in yopur applicalion and is sublect to the laws of the State of Coloratlo and to the Zoning Regulations and Buildiny Code of Wheat Ritlge, Colorado or any other applicable ordinances of ihe Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) tlays from issue tlate or (B) the building authorized is suspended or abandonetl tor a period of 120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans and speafications antl any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be done that will change Ihe naNral flow of water causing a tlrainage problem. (5) Contraclor shall notiy the Builtling Inspeclor hvenly-four (24) hours in advance for all inspeciions antl shall receive written approval 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 be construed to be a permit for, nor an approval of, any violation of lhe provisions of the building wdes or any other ortlinance, law, rule or regulation. 4 /CZZ 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 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date Phone : ProperlyOwner: 6 rNr"7Ln~ n,j4 qe?rrervr Property Address : yuJu y FE, cn ConVactor License No. : / `~3ys Company: 5E.Qu i CE Phone : g78 -1880 6/Zg~q g OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setbark distances proposed by this permil appliwtion are accurate, Pefrtlit F8B : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restridions of recoM; that all measurements shown, and allegations covenants , made are accurate; that I have read and ayree to abide by all conditions printed on this Use Tax : appliwlion, and that I assume full responsibilrt'y for compliance with the Wheat Rid9e Building Code (U.B.C.) and all other ap eat Ridge o' nces, for work under this p it Total : (OWNER)(CONTRACTOR) SIGN DATE U52 : Description : mpU E- s rin~J e, ,Q.c,,, rS y=o2 c.4Cju•rI.-)y 1-- Av£w r"dse: 09-^' 9,,C- BUILDING DEPARTMENT USE ONLY Approval: Zoning : amid raff WEB&M Approval: Zp00 $0.00 SIC : Sq. Ft : I 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: (i) This pemdl waa iuued N atcorEance with the pmvisions set MM In yopur apqicalion anE is su0iecl to the laws o( the State ol CobraAO anE to the Zanirq Regulatlons an0 BuiUirg CoOe W Wheat RiOga, Cdaado a any olher applicable ordinances ol the Cily. (2) This pemvl shap ezdre A(A) the work authorized is not ccninK^ced witNn sixty (60) Cays lrom Issue Oaia a(8) the buiWinp aWwrizetl b suspenEeA a abanEOne01a a peiioC o! 120 days. (3) II NLs pertNl expircs, a Mw pertM may be aWulred la a ke o1 ano-lwn IM amount nonnaly reQuireO. pwided no Wnges have been a will be m+de in the original pani and spedfintiona aM aM auspension w aEanOOnmenl tus iwt'sceeAe7 one (1) year. If tluiqes ara rtude a if wspension or aWManmenl exceeds ax (1) year, full (ees shall ba paW (ot a new pemJt. (4) No work af any rtunna shall be done ihal vrill change the natunl Ilow of waler causing a dninage problem. (5) Contraaa snail noby the euiitlinq inspecbr Nreny-four (24) Iaun In aEVaMe for all Inspections anE shali receive writlen approval on Inspetfbn aN Eelore praeeaiing with suaesslve ohases of Me lob (8) Tl~e issuance d a pertnil a the approval o( Orawings an0 speci(raUans stwll rol De consWCd lo Ee a pemwt fa, w an approval oC aity Ndation ol the proWSbns . W the buiUirp co0es p afry oMer artlinance, law, iule a repuWUOn. 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 ' , P . . Y`We. s2` n'. rrazmx . . . . . . . . . . . . . . . OW, aAEA17` qF PLANNING AND DEVELOPMENT Building Permit Number : 7438 ouILDlINa lNSPECTION DNISION - 235-2855 Date : 7/14/98 +~r CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE 1NHEAT RIDGE, CO 80215 propatiy Owner : Fropet#y Address : 3490 Youngfield Phone : 592-9112 GonUactoc License No. : 19700 Company : THE UNITED MATERIALS, INC. Phone : 623-4166 pWNEFt7CQ¢~~f('4'~7'pF1 `$K3NATURE OF UNDERSTANDING AND AGREEMENT , I.hereby 1tmtUfe tMpqdc distances PrWosed by this pertnit apPlication are accu2te, 5~yp q qrdinancas, rules or regulations of the City of Wheat Ridqe or qtil~r~qions of recorcl; that all measurements shown, and allegations f~ryq(t ~e ro~ and egrea M abide by all conditions printed on thia ~~ahd ~ail t'YSS4~Me fi!H responsWility for compliance with Me Wheat Ridge BuiWing 0 ~,g;6,3~} so pthof gpplicable Wheat Ridga ordMances, for work under this pennd. E DATE ConstmcGon Value : $53,992.00 Permit Fee : $605.00 Plan Review Fee : $0.00 Use Tax : $809.88 Total: $1,414.88 (ONMEhHCt1N'fRA~CFOR) SIGN D USe: pescrjptipn ; Install new derbigum GP roof system, #2n1-GSC, and new sheet metal. per performance roof systems inc. specs. BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zoning : , "Apptovakc ' ,4pptovai pccupangy : Walls : Roof : Srories : Residential Units : EW}#{cal L;GeMgp Nb : Plumbing License No : Mechanical License No : Cpmpyny : Company : Company : Expitation Dabe : Expiration Date : Expiration Date : Approval : Approval : ApProval : 07 'rnu ~id~i,rpdnmu ca~ ne.wta,~m~rovi~ soset mi owm apaii~n~ o am° ~es wb c~ la'"' a ure ste~e m caoraao and m me zoni~ ~hey ~Ira RWne wonc auawnzea Is noc commencea wrenn sizlr(60) daya trom fesue dea «(e) me cuiaino aumoraea Is suspendea ar tpty 120 tlaYa ~a) amo m~au. °8„s~and e ,bsus~peunaion M aCaiMOnmeM has not exuteeded oney(~Year. H~ng~n are tn~ade «rc swver s~ « nan~don rrem . axalerls 6ifft (1) t. I tees ahNl be paW ror a new Perink. shali ye tlonp }het will chenge the naWrel flow W waler musirq a tlrainepe pmblem. . ~*W rAO the n~ xin~ gpectpr twenly-four (24) Iwurs in advaue kr aA inspections arM shell recelva writlen approval on Inapeclbn caM bafiie ph OfihB IOD. ~ ' qq a~fknit Or the appmval o(drawinps aM epecifiutlona shall not be consWed to be a pe~mit for, nor an approval of, any vblation W 1he p'oWeio~e aa. mdeaw anY omer waineneelav,, rula «reculaG«i. ~2g 9 l' h GhiBf ftNdirig lns TM M►E{t1i111T VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING MSPECTOR 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 Z3F. - &q vy Date :ylfe 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : G E.~/EeNC n+A~~~~^+ ~Nf ~a Property Address : 3570 yu" ",r F'EC13 Phone :,S'9j,- 9/11 qv"Idc) ~ l Contractor License No. : Company: U^~~~v ~N~'~c+S~c I llI Phone:b27-`/ie,l, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value 991• o" I hereby certiry that the setback distances proposad by this permit application are accurete, f Wheat Rid e or di l or re l tions f th Cit i l li bb d pgrmlt F8e : /(-C- ( J ) nances, ru gu o e g o not v or es a y o and o ate app ca . covenants, easements or rostnctions of recortl: that all measurements shown. and allegations matle are accurete; that 1 have read and agree to abide by all wnditions pnnteE on this Use Tax appliwtion, and thai I assume full responsibilRy for compliance with the Wheat Ridge Building Code (U.B.C.) antl all other applieable at Ridge ordinances, for work under this pem+rt. Total (OWNER)(CONTRACTOR) SIGNED Cai( ~ TrS~~ DATE ~/sd' Description:-TNS'7~i'c`i"~''~ C-P 4^10 f.e .7s..4. BUI DING DEPARTMENT USE ONLY Approval: Zoning : Approval : Approval : Occupancy Walls : Roof : Stories : Residential Units : Electncal License No : Company : Expiration Date : Approval : 1 PtAns R~qutred ` ; _ J Plumbing License No . Company : Expiration Date : Approval: j PfknsRequired Mechanical License No : Company : Expiration Date : Approval : I ? Fwwyqu. (1) This permit was issuetl in accortlance wrth the provisions set forth In yopur apphcabon antl n subjecl to the laws of the Slate ot Coloratlo anE ro the Zoning Regulalion5 anC Bulltling Cotle of VJheat Ritlge, Cotoretlo Or any otber applicable ortlinances of the Ciry. (2) This permrt shall expire if (A) the work authonzetl is not commencetl within sixry (60) days fmm issue tlate or (B) the builtling authonzetl is suspentletl or abantlone(i for a penotl of 120 days. (3) If ihls permit eapires, a new permit may be acquiretl for a fee of one-balf the amount normally reQUired, provitle0 no changes nave been or will Ce matle in the ongmal plans antl specificaUons antl any suspension or abantlonment has not exceedetl one 11) year. If changes are matle or it suspension or abanEOnment ezceetls one (1) year. full fEES shall be paitl br a new permit. (4) No work of any manner snall be tlone tnat wtll change the natural 8ow of water causing a Orainage proDlem. (5) Contractor shall no6ty the Builtlmg Inspector twenry-tour (24) hours in atlvance for all inspecnons antl shall receive wntten approval on inspection wrtl before proceetliing with succes5rve phases of the 106. (6) The issuance of a permit or the approval of drewings antl specifications shall not be constmeo to be a permit for. nor an approval of. any viola4on of the provisions of the building cotles or any other ortlinance. law. rule or regulalion. 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 „"'rw 11 z.o , . ..,x. ~i!~'~~ . r QEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7375 d BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 6/30/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80275 Property Owner: Property Address : 3490 Youngfield Phone : Contractor License No. : 20036 Company : Gary Smith Plumbing & Heating Phone : 543-9096 ONMER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setDadc distances proposed by Nis permit epplication are accurate, tf e and do not violateapphcabk ordinancea, mles or regulaNona of the Cky M Wheat Ridge or covenants, easements or resMctlons ai record; Nat all measurements shown, and allegations made aro aaurate; Ehat lheve read and agibref( eyto abidepbyi all cond8ions Wpnhented on ihis ~e (U.B.C.entl al4otheppfull cabb Wsheait Ridg ordinancss Wr woAc uMerRthis idge~B~~ing C (OWNER)(CONTRACTOR) SIGNED DATE Description : Replace roof top gas piping Construction Vaiue : Permit Fee : Plan Review Fee : Use Tax: Total $75.50 $0.00 $45.00 $120.50 Use : BUILDING DEPARTMENT USE ONLY Approval : Zoning : , . Approval: Approval : Occupancy : Walis SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval: (1) R gul~etlo~ns aM &dl~tlirq C W Wheat RWpa,~Cob do a em~j otheror erovl~ Ib~ ~or~tli eneraes of Mre C~ tewe M Ma Stata d Cdaatlo antl to Me Zonirp (Z) aba~iW~ far~a p~aio~tl 12tlaawysak author¢ed fs nM commenced wXhin sbdy (80) tlaye from isaue tle[e or (B) the builOhg euthorized is auy»nded a (3) If thia permR expims, e new pemYt nmy be acQUired fof e te8 W one-heHthe emount nortnaly requiretl, urovWed m chenges haw been or will be made in the original plam and speUflcaUons an0 atry wapension or a0entlonmenf has not ezceeAetl one (t) year. 5f c~anpmere rtads or M suspenaion or abantlonment ezceeda one (7) Year, WII tees ahall W paid for e new pertnit. (4) No wark W erry manner shaN ba daie tliat will disnge the naturel Ilow of waler ceuslnp a tlralnape proWem. (5) CproonctreaactltIw aliall notly the Bupilhdainspe aInsDecloIor biweMy-fout (24) twuB In aCVance Por all InapeWOrre antl shail recelve wripen appraval di InspeeGOn caid befae (8) the~leaua~ r~ce~ ot a permtt a tlie approval~of d~awi~s and apecificatlona ehell not Da construed to be e parmfl for, nw an appioval W, arry vblatlon of the provisions _ x THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner:C-v.tiknfitL /Vwk-l/k~ENM'Y Property Address : ~AqU) ~tn,2n C }"~L~7 Phone : Contractor License No. : `LDC3 t, Company: (,R" ~,,Nii7{( P~J/ Phone: ~S*5 V)76 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 5'-~Vn' C) O I hereby certify that the setback distances proposed by this permd application are accurate, p@fmit F28 : and do not violate applicable ordinances, rules or regulations of the Ciry o( Wheat Ridge or covenants, easements or reslridions of record; lhat all measurements shown, and allegations - made are accurate; that I have read and a9ree to abide by all conditions printed on this Use Tax : appliwtion, and that I assume full responsibility (or compliance with the Wheat Ridge Building _ Code (U.B.CJ and all other applicable W R inances, for work under this pertnit. Total : (OWNER)(CONTRACTOR) SIGNED DATE U50 : D2SCflptlOfl : Gp- F-r-' r I bP 6 7f7f, F( P!/~ ~ BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval : Zoning : puIt~irs$ Approval: emS1C_a~ Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: $0.00 Expiration Date : Expiration Date : Expiration Date : Approval : Approvat : Approval : (1) This permil was luued in aaoNance wilh the pmvisions set IoM In yopur apdication an0 is suEjM to Ne laws of iM State d Cobrado anC to the 2oniiq RegulaUOns aM BuilOiny Code of Wheat Ridye, Cobrado a any aNer applicaDle adinances of the Ciry. (I) T1~is pertM stwll expira A(A) the work euNOnzeA b rwt commenuA wiNm smiy (60) aays Irom issue Eate or (B) Ne buil0inp aWwrized ia iuspenOeC or aEaMOned for a peAOE o1120 days. (J) If Nis pe(mt e.pires, a new pemul may he acqulred fa a lee W one-hatt Ihe amounl namalty reQUired, provided ro chanyes Iwve been or will be matle in the onginal Olans and apetlfraUons aM am/ suspension a aCarWOnment tus not exceeEeC one (1) year. II Uarpea are ma0e a if suspension a aDaMOnment ezceeOS one (t) year, lull lees shalt be paitl fw a new permiL (a) No wok ol any manner shall he daoe Ihal vnll chanqe the naWral Ibw af water ausing a Ordinage proDlem. - (5) Convad« snan raury the BuilCinq inscedor Iwenry-four (24) twun in aCvance for all inspections anC snan receive written approwl on inspeclion pr0 Oefwe VroceeEiirp wM successive phaxa ol Ne lob. (e) The isauance o1 a pertM ar aw approval o! Enwinqs and spetlfiratians shall nol 0c consWed lo be a permit lor. nor an apprwal o( ury vlda0on ol Ne provisbro . d the buiWinq coCes or any other OrEinance, pw, mle a repuWtion. 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 INlNG AND DEVELOPMENT ON DfVISION - 235-2855 iHEAT RIDGE 29TH AVENUE GE. CO 80215 Building Permit Number Date 6819 4/6/98 PropeAy Owner : Properry Address : 3490 Youngfield Phone : 233-2222 Contractor LicenSe No. : 18033 Company : Gordon Sign Co. Phone : 629 6121 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setbadc distances propoaed by this pertnk applicetlon are accurate, and donol violete appdcabb ordine~uxa, rubs or regulaGons of the Cfty of 4Vheat Rkge or coveneMS, easertreMS orteshictbrm W rocard; tAat ell measurementa ahown, and allegatlons made are auwrete; that 1 have read and a rehe~yto abide pb~y all condklons prmted on this C~oPdeB.,C. and all olhee appficeb~b 1Mreat R'Wge o~idinancas, for worlcWuiBWerRh iWing (OWNER)(CONTRACTOR) SIGNED DATE Description : Signs Constructlon Value : $8,515.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $15.00 USe: BUILDING DEPARTMENT USE ONLY Approval : SM Zoning : PCD Approval: ' Approvai : Occupancy : Walls SIC : Sq. Ft. : Signs will be replacing existing wail signs Roof : Stories : ResidenNal Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiretion Date : Approval: (1) Reow a s"~naia ~ip'caaae°~'a mreaL a~ e°, co~an`wd`o a~~on,aroP"reppl~~Uk adinences ofbae ~ ww8 a me smre or coioredo ana ~ me z~r~ (2) Thls pefmit shall expl~e fl(A) the work a la not commancetl wMhin aaty (e0) dayskom isaue date w(8) the bWWtrg authaize0 is susperiAetl ar eoandaea W e perwa a 1zad~s (9) If Nfs parmR mcpires, a new pem8t mey be acqulred lor e tee W ono-haHthe amount nomnaly requiretl, provitled no chargea heve bean or wilt be mede in the wiginel plens eM npecificptlorre entl any wsPensbn a abaiMonmeM hes not exceeded a~e (1) year. N dfanpes are made a if suspenslon or abenOOnment . exceetls one (1) yrr, Nllfe~ shall be paid fu a newpe rmiL . (4) No work of arry mennar shall tis dorre tliet wlll chanpe tha naturai now otwater causinp a drainapa problem. (S) Contractor shaX noUry the 8ulkBnp InsuxUr lwenry•four (24) houra In advance for all inspecGOna aiM shali receive wriUen appmval on inapection oeM belore woceedimg with suaeesive oheaes or merob ) The isauece d n e pamft a tlx apqova~ d Nawinga end apeancena,s anell not be construea ro be a peimn rw, iror an approval a, am violadon a the proWSbns M the buA0ing `7es or otl rer wWnance, lew, nAe w repulaqon. THIS PERMI'f VALID ONLY WHEN SIGNED BY THE CHIEF BUILDINCa INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO lNSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3I IRJJI°1Q1 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. -Ikolly We~- 3y9a YO'Lri~e_14 I sGa3l, Pnone : 233-Z2-_22_ Company : ~'10YAi-lo, "agn WYYI,,~cli~l Phone : (g'2.cl-lQ f2l J OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereoy certify that the setback distances propased by this pertnit application are accuroce. and tlo not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or resVictions of record: that all measurements shown. antl allegations matle are accurate: that I have read and agree to abide by all conditions pnnred on this application, antl that I assume full r sponsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applica le t Ridge rdina~ s. for ~rork un0er tbjs pertnit. (OWNER)(CONTRACTOR) SIGNED DATE~ Description Construction Value : I5 16 Permit Fee : UseTax: Total : Approval: Zoning : Approval : Approval : Occupancy : Walls BUILDING DEPARTMENT USE ONLY kkz E, 4 ~ ey«kti~ Roof : Stories : Residential Units : Electrical License No : Plumbing License No Mechanical License No : Company : Company : Company : Exoiration Date : Expiration Date : Exoiration Date : Approval: Approval: Approval: J Pfans Required,~: J ~ Plans Requiretl _I ; PJ3nsf38quiceif= (1) This Dermit was issued in accorGance witb Ine Drohsions set lortn in yopur ao0ticabon anG is suolett lo Ne laws ol the State of Cobratlo anG lo the Zoning Reguianons anG Bullding CoCe of KTeat Ritlge, Coloraao or any otlier aDG~icaoie orainances ol tne Gry. (2) Tnis permrt shail ex0ire d(A) the work authonzeE is not commenceC withm sizry (60) tlays hom rzsue Oale or (B) the hunEing authonxeC is 5u5penAeC or abanOOneG lor a OenoC of 120 Oays. (7) If this Oertnrt expires. a new pertnrt may Oe acquireC for a lee ol one•naif the amount normaih reCmreA, proviOeC no changes nave Eeen or wdl De maae m the original Olans an(i specifiw;ions anE any suspension or aban0anmenf has noi exceeEed one it ) yeac I( Nanges are maCe or d suspensian or abanEOnment exceeGS one (7) year, full lees shall Oe OaiE for a new Oerm2 . ta) No worK ol any manner snau be tlone tnat wdl change the nawral Oow o( watei wusing a ara:nage probiem. (5) Contracmr snan noury the BuilCing Inspector Iwenrydour (24) hours m aavance tor au mspeccons ana snau recerve wnnen aoprovai on mspecuon wrtl ee/ore croceeanng witn sucCessrve phases ol the j00. (6) The i 0ance of a permil or Ne approval ol tlrawmgs anG s0eofwtion5 snail not Oe consWee m Oe a permrt for. nor an appmvai of. any viola4on of Ne provisions nGdamg aes or any o er or ance. iaw, ruie or reguiauon. ief 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 (DUT'ILIZE EXISTING PAN/CHAN/LETTERS REMOVE AND DISCARD FACES, (AS OPEN FACE L-1 RS,) O PABRICATE NEW SHEET METAL CABINET AND RETAINER. 10" DEEP. (VERIFY EXACT SIZE BEFORE REINSTALLING) PANT 16360 BRONZETONE. HOLLY CLEAN AND REPAINT INSIDE li OUTSIDE. RED MATCH #73 VINYL WHITE PLEX FACE. OVERLAY RED #33 AND GREEN #26 VINYL WEST INSTALL ON NEW "EFTS" FASCIA. VERIFY REMOTE, 2" RED VINYL COPY "HOLLY WEST" IN CENTER OF LOGO 02 FABRICATE NEW EXTRUSION ALUMINUM CABINET TYPE III WITH FLAT RETAINER PAINT 16360 BRONZETONE. WHITE PLEX FACE, 9't GREEN VINYL COPY #76. T-12 ILLUMINATION O CUT OUT 71/2'_ Bj_UE PLEX LETTERS #2050 WITH PLEX MOUNTING TABS WITH STUDS FOR MOUNTING OVERLAY FACE OF LETTERS W/ 1/7 NEO BLUE/NEON. 60 MA REMOTE (VERIFY REMOTE) GZAPHIC. (AS PER CAMERA READY ART FURNISHED BY CUSTOMER) T-121LLUMINATCN. N.T.S. O 1/T EXPOSED NEON GREEN 60 MA REMOTE (VERIFY REMOTE ACCESS O 1/7' EXPOSED WHITE 6500 NEON 60 MA REMOTE (VERIFY REMOTE ACCESS) 1/7 EXPOSED CL/RED NEON 30 MA REMOTE. 29'-8 " VERIFY DEPTH .672' m~ 14:-7 ' USE ECIST. LTP- SPACNG OLLY WES RESTAURANT & LOUNGE MEXICAN & AMERICAN FOOD 4 6 28--Z- t 27'_2" t ---------------------------------------s---------- C:NZ wrii T = ::~c iAL G %0, NT STRAIGHT UP S DCWM FRONT ELEVATON 3/100" _T_.0" ©This design is the exclusive property of Gordon Sign Company and cannot be reproduced either in whole or in part without theirconsent Gordon sign company wig endeavor to closely match cobra, including PMS colors where specified. We cannot guarantee exact matches due to varying compatibility of surface material and peiMa used. Gordon Sign Company 2930 West 9th Avenue Darner, Colorado 80204 62x6121 FAX:629.1024 EMRA GordonsignQooi.oa„ A. Rev. / Date: 6PFc.ACVirou5l. S. Rev. / Date: towfZct4tN6E Meg C.Rev. / Date 3-17-ct0 L-0G0 Frzom 61 ro 9' s 9. ~u D. !DateC_';`l5 Voltage: _H Verified by. Date: { 4 client Approval: Client HOLLY WEST Account Rep. YODEL Date: 3/2/98 Drawn by. Scale: Drawing # 30788-C s b'i \I/• Rf : _ mEN 0 (.F> -rrj sLl r-NcLost i;9 i S(Y~ Fah--(11 ; ~I,~~I i j I t I , i Lpp541{'IN6 (E~ c=hic 51fiK%/ALK 1~t HOp Ct \yE5T QraI`1ovl.° {.4Nr, sapiKc- INsrALw 4"ZDNc 51A8 Erb -A N..~ _pASCIA...f 2 v~ c 38 th ~I. Holly West 4 El ~ w APPLEWOOD f VILLAGE I I ,3 HOLLY WEST BUILDING REMODEL AT APPLEWOOD VILLAGE 3490 Young field Wheat Ridg e, CC ~g te r - Ra 0 A S 4 < N'= IL 1 z 018 ~ lud c <c. Z~x si~sPg~ 15-vi sEp ti~3a~q. Building Permif Number : 5421 Date : 7/9/97 Property Owner : Property Address : 3490 YOUNGFIELD ST Phone : 592-9112 Coottactor License No. : 19323 Company : ConstrucHon Design Associates Phone : 758 0666 OWNER/CONTRACTOi2 91GNATURE OF UNDERSTANpING AND AGREEMENT APPFoval: 3M 719197 2otiirtg: PCD Approval'; Approva! : OxuPancY : Wails Expiration Date : Approval : (1) R ~8(e~In~dlnC a (Z) aThis .nd ~YSha,aezDk~B~~tl awy (3) HthiapemiM9~frma8atrowpsrmlt IS) (8) Constructian Vaiue : $100;000.00 Permit Fee : $895.00 Plan Review Fee : $581.75 Use Tax : $1,200.00 Total: 1 $2,676.75 ILDING DEPARTMENT USE ONLY SIC : Sq. Ft : FA8CIA RfMODEL WN.L NOT ENCROACH ANY EXISTING SETBACKS. SICiN3 ARE TO BE PERMITtED SEPARATELY. mn, Roof : Stories Plumbing License No : Company: Expiration Date : Approval : a ~r ResideMial Unks : Mechanical License Mo : Company : Expiration Date : Approvai : n ied Is irot eommxiced wNnYn aiMY (eM tlays.GOm issue e"ate a(B) the 6Wltlirq autlwrized la eusPanded ar ~ke0 tor a fee ot one-haM tlre amount no'ma~ly ieqWretl, orovide0 no diarqee Iqvs basn arwNl Be madein tM ~elon or abe~onmsM hes not erzaeeAed one (1) year. lf ehanpea are meAe w N wsp.nsion a atiantlonmerrt Wn"pa C=ral now a water causkw a arainep problem. . . : . M~enly-fair (24) Iqun in etlvs~e fw eH ~napectloM aiM ahall recelve xrtitten approvat on intpectlon eard belae awinps aM npeUfioetlona ahall rrot be ~aWed b be a permit for,rror, an appovalM. erry vidation of the pravisions 18w, NIB w repulafion. PERMIT YAWD OMiY iNHEN StGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION (OWNER)(CONTRACTOR) 5t6NED DATE Description : EXTERtOR FASCiA REMODEL DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6691 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 3/9/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 3490 Youngfield Street Contractor License No. : 19345 Company : Service Electric Phone : 592-9112 Phone : 978 1880 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $2,500.00 Permit Fee : $57.00 Plan Review Fee : $0.00 Use Tax : $37.50 Total: $94.50 Use: Description : Install temp. power and temp lights & soffett lights in new soffett, this request relating to permit #5421 Const. Design BUILDING DEPARTMENT USE ONLY - ~i!W SIC : Sq. Ft. : Approval : Zoning : ~ Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (7) This permit was issued in accordance with the provisions set forth in yopur appliwtion and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations antl Builtling Code ot Wheat Ridqe, Colorado or any other applicable ortlinances of the Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within sirTj (60) days from issue date or (B) the builtling authonzetl is 5uspendetl or abandoned !or a period of 720 days. (3) If this permit expires, a new petmif may be acquiretl for a(ee of one-half the amount normally requireq providetl no changes have been or will be matle in the original plans and specificaUOns and any suspension or abandonment has not exceetletl one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work o( any manner shall be done that will change the naNral Flow of wa[er causing a tlrainage problem. (5) Contractor shall notify the Building Inspector lwenty-tour (24) hours in advance for all inspections and shall receive wntten approval on inspection caN 6efore proceediing wi[h successive phases of the7'ob. ( The issuance of a permit or ihe approval of d2wings antl specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the builtling cotles or any other ordinance, 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 Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 J CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 PropertyOwner: Property Address : 3 y Jp y0 FErL,~ r Phone Contractor License No. Company: 5'E~~cE E~=cTK~e Phone: 1?78-/880 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry Nat the seWack distances proposed by this pertnft application are accurate, and do not violate applicabla ordinances, rules or regulaGons of the City of Wheat Ridge or covenants, easements or restrictions af record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all cond@ions printed on this application, and that I assume full responsibil'Ay for eom liance vrith the Wheat Ridge Building Code (U.B.C.) and all other applicable V~Vheat Ri~ e glnances, for xrork under this pe rt (OWNER)(CONTRACTOR) SIGNDATE Description: 510;rnri Po wF_n 11 7rw1o Z,&'11Ts ~9 s~~ uy~~ ~N ,u<w !~/I~Lni.~h Construction Value : a SOO PermitFee: S?.°o Use Tax : Total: $0.00. Use : BUILDING DEPARTMENT USE ONLY SIC Approval: Zoning : MIUMMEAMM Approval : Approval: Occupancy : Walls : Roof : Stories Electrical License No : aO/S Plumbing License No : Company : 563e0CE Company : Expiration Date : p lz9fl-l" Approval: (1) This pemiit was IasueE in Regula6ons antl Buildin~ (2) This pennil shall expire d abanCOneE Ior a perlotl o~ (3) If lhis pemit Ozplra5, a M (5; (8) anY GC Expiration Date : Approval : rovisions set foM In yopur applicafion and is ai Colorado w a'ry other applia0le atlinances o 1 is rrot commenced wiMin aixty (80) 0aya han me newai now m waier musuq a amm ur (24) hours In atlvance fa atl inspectic ~nd spetlfirations ahan not De consvueU a repulaUon. Sq. Ft. : ResidenGal Units : Mechanical License No : Company: Ezpiratlon Date : Approval: to nK zmino made in Me eaW befae Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIL INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1 W EST 29th AV ENU E .5933 P.O. BOX 638 ERMIT )RESS kCTO/R SS u ~ C fi SIGNS ONLY WHEN StGNED D OWNER PERMIT N0. MP9443997 u'k. _ ` _ ZIPCODE PHONE gO0CONTRACT PRIGE $ tM h'1 . L.I-T`~ ZIP CODE ) Sc~'9 C) LICENSE NO. 1~ ~ DATE Woll❑ Pronclinp❑ Otnqr 5 a D FaeO L TVPE Ground ❑ 7ata1 Squon FaN 2. MATERIAL Elkt . pvmif No. 3, ILLVMINATION Ye+❑ No❑ TYVe oe~___ ADD~w~d,2om Insp~tfw I 4. SET BACK FROM PROPERTY IINE NS Q E ❑ _ W❑ Z DiaopDrowd rc... Rvarhicniatrontl ❑ Less Thon BO% ~W^ TYPE Solid3 Mon Thoi 80% ODSn3 I. H~ipM MATERIAL Zone__ Apprwed,Zorn IroOOota FENCES 3 SET BACK FROM PROPERTY LINE N_-- S- E-- W (Soecifv whicA is troM ) . ❑ ff 0 0 DisoDDrovad . ~ I. OTHER 3. pRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHEF STRUCTURE, GIVI~:G DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJFr.7iON5 INCLUDED) ~ SpEGIFY NORTN STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTV LINES;ON IRREGULAR LATS, SHI DISTANCE TO PROPERTY lINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT BEC DAT UPON NLY WORK INDICA THE BUILDI THIS APPLICATIO PERMIT WII1 XPIRER 80TDAYSERROMM HE DATE OFTISSUANCE IOF WORK IS NOT VALIS ARITOED WITHEN THATNG~ESPECTION DIVISION. A PERMIT ELECTRICAL PERMIT STATE IICENSE N0. IMINUM VARE UNDER SIZE 8 IILEGAL TEMPORARY METER NEW SERVICE - /+MPS CHANGE $ERVICE -AMPS LIGNTIN6 HEATING pOWER SUB-LIFCUITS UTILITY (RANGE, DISPOSER, ETC ) FIXTURES WIRING MOTORS d CONTROLS_ SIGNS TRANSFORMERS 6 RECTFIERS nnninnu 70 OLD WORK I Mreby ocknowledqe thot this aODlica- tipn it torrect amd understond thot I connot itort ihie projnct until this aDDli" cotion it aDOroved. I snall comDly witn tM lows o( the Stote of Colorodo and ro ihe Zoninp Repulations and Buiidinq Code ofthe City of Wheot Rid9e. AnY violalion ol the above terma will cause immediote revocation of tnls permii DEPARTMENT OF GOMMUNITY DEVELAPMENT BUILDING INSPECTION DIVISION CITV OF WHEAT RIDGE, COLO. T1+E CNIEF BUILDING INSPECTOR ANC RECEIPTED BELOW. PLUMBING PERMIT STATE LICENSE N0. WASH BOWL GARBAGE DISH WASHER FIDOR DRAIN PERMIT FEE USE TAX TOTAL FEE PPROVE' DISA CHIEF BUILC Date Issued_ s iTo . i~ / INSPECTOR,City of Wheat Ridqe MECHANIC L : Circis OMi G0i10111ROpar»10 RCED AIR - BTU T WATER - BTU reu - BTU NOT VALID ~ CALL 2345933 24 HOURS IN ADVANCE FORINSPECTIONS DEPARTMENT OF GOMMUNITY OEVELOPMENT m'y 4~ 7500 WES7 29tn nvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 EXT. 255 P.O. eox e38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAUD ONLY WHEN SiGNED BY THE CHlEF BUILDING INSPECTOR ANC RECEIPTED BELOW. JOB ADDRESS OWNER ~ ADDRESS~Z lC~ - CONTRACTOR _ ZIPCODECIL IZf2 C~JN/ ADDRESS T PHONE s CITY 45~' ZIP CODE CONTRACT PRICE $ - / DATE 147L- - PHONE LICENSE NO. I TvPE Ground❑ WoII❑ Praietfinp❑ 01h,, SaDFee1 2. MATERIAL 7o1a1 Squon Feat $IGNS 3. ILLUMINATION Ye+❑ No❑ TY7e Elecf. Psrmit No. 4 SET BACK fROM PROPERTY LINE N_ S_ E_ W_ Zone_ Approved,Zml Inspeclor I. TYPE SolidO Mora Than 80% ODSnU Len Thon 80% Open FENCES MATERIAL HeiOht 3. SET BACK FROM PROPER7Y LINE N_ 5_ E_ W Zone_ Apprwed,Zonst ImOaCta (Snecifv which if tront) ❑ ❑ ❑ ❑ DisopDrovad OTHER Iz 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIM1b DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTqNS INCLUDED) ~ SPECIFY NORTH STREET N4ME SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LEEaSI OISTANCE TO PROPERTY LINES,NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATEDWORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. ocor.ur wu I FYCIRF lM IIAVS FROM THE DATE OF ISSUANCE IF WORK IS NOT $TARTED WITHIN THAT TIME . ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE IICENSE N0. S7ATE LICENSE N0. ALUMINUM N1RE UNDER SIZE B II.LEGAL FLOOR BSM I ST 2ND 3RD 4TH N0. Elee Sobr FL)EL:Cftk ~ ~ pl ~ WATER CLASET BTU A TEMPORARY METER WASH BOWL MOT WATER - BTU NEW SERVICE - AMGS ~ BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LIGHTING SINK OTHER GARBAGE DISP REFRIGERATION SYSTEM HEATING POWER SUB-CIFCUITS WATER HEATER Refri e~ont Group DISPOSER,ETC.) UTILI7Y(RANGE AUTO.WASMER Pounds Cnar e , AUTOMATIC SPRINKLER SYSTEM R S DISH WASHER fl%TU E WIRING MOTOFtS 9 CONTROLS FLD(St DRAIN ELEVATOR SIGN$ URINAI TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS PERMIT FEE I MrebY ocknowledQe thot thia oD0lica- tion n correct ond undersrand that I USE TAX connof stort ihie Drojbtf unlil this aDDli- ootion ie aD7raved. I sholl comply with TOTAL FEE ths lawa oi the Stofe of Colorado and to tAe ZOninQ Fepulatione ond Buildina ~SA~PP~ Code ofthe City of Wheat Ridpe. Any violotion ol the above terme wdi couse CHIEF BUILD immediote revocohon of tnis Oermil $ '.s3 J fI`a) ,City of Wheat Ridge Dote Issued-;~ ~ j NOT VAIID UNLE55 RECE ~ CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS D ETAILS. q i ~ ~ , s i i 1 i , t ~ i f ~ - - f G i , 1 T E ^ .,,...M. i Rey ~ + E ~ ~ K E _ s-- ~ m_.._. E 1. Hf~~J~ l_5%irJ r i ~r~ v u~ > - ~°-°t - ~ r~.,__.~.~. C C r ~ ~ f I , ~ r ~ ' ~ C ~ ~ i ( E ! ~ i i ~ F ly. _ . v_. 1i. _ ty w . i ~ v ..r.._ ~ t, r' ~ n 11 3 ~ 4~C J l`~z l'i f..~ s~ I`i~\. ~ ice.. I~,. i-k; cd4 ~7 ~ r~~yl~ r ~ ' ~ ~y~' 6 ~y, e~ Wheat Ridge Fire Protection district its Re+riew Date: ~ ~ - q ~.~--r.. . e ~i Review~d by David ~1. Rob2rts t , ~ F-~ ~Jr<iform dire Cade Certification #5321h Colorado State fire Su ressi pp on System inspector Certification #92-173 Comments: ~ ti1a'~ ~ L(2~1-7323 . - (S to, ~d~a.+o1Ca 3" rc+~wrrt _ ' c I I „ ,~~st~61~~h~.. q yrcua~ ~ ~ ~ g . - ~ P ~ ~ i~~ ~ ~ b ~ ~ ~~~~~L.: JOB. ~ , ~r LL ~ r T -,n ~ ~ t,~ ~5 • - j ~r.~ w ~ r~,~ r~~ a, . ~ ~ ~ ' ~ ~ ~i ~ J ~~,i ~ is r. c t A uA aw~..._ Ma _._.I k { 73. , ~ ~ ~5~. I, I,_ ~ ~ 7 ~ E ~ ,i ~ la ~ ! ~ j t ~ ~ i ~ F r ~ ?~tf t_~ iii ~ t - ! ~ ~ ~ i f ,^,rr i~ ~ ~ E ~ i Ei , 1 ~ ~ ,s . , FIRE PR4TECTiON SPEC f 371 ~ WALNUT STREET,. DENVER, Ct f~ j is r (E li , APPROVED ~ 1 GREEt_EY-353- I ~ ~ S~ ;:t ~0 s'~l~ t°~~cect~on i s FT. GO~.l.1NS-4 ~ ~ '<f _ I ~ ! tNf~eart Ri~~v ~uil~irG fle;,t. i ~ _n__ , _ _.___r_ __.__.1 ~..~._..~I c~te...1.3 -~ESCR~PTI OIL. - ~xr ~ /--~a fgned.. checker r Pla Y ~ , , ' DATE DRAWN BY ~ y~~iC.~r~i~.~... ~U r DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AveNUE BUILDING INSPECTION DIVISION PERMIT NO.M911117209 237-6944 Exr. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAUD ONLY WHEN SiGNED BY THE CHiEF BWLDING INSPECTOR ANC RECEIPTEOBELOW. ~ ELiC T N FOR MISCELLANEOUS RMIT /J JOB ADDRESS D ~ O W N ER /`?`tG/Ld . ~L.9ti°lLr. _ ~ CONTRACTOR ~NADDRESS/_.3~DC1~i l ld~lEv~o~-L'.[X J Y` ADDRES ~ .Gka PHONEZIPCODE ~ ~ / CITY Z I P CODE ~ ~ rCONTRACT PRICE $__7J PHONE LICENSE NO. DATE y/ 1. TYPE Ground❑ Wall❑ Proieetinp❑ 01bn SaDFace 21 MATERIAL Tofol SQUOre Fnt SIGNS 3. ILLUMINATION Yas❑ No❑ Type Eleef. Permit No. 4. SET BACN FROM PROPERTY LME N (SDSeify whith ia front) _ ❑ S_ E ❑ _ W ❑ ❑ Zons_ Apprwsd,ione Inap~da Disapproved I. TYPE Solido More 7hon BO% ODSn❑ Len Thon 80% Op,n MATERIAI . Hei M FENCES 3. SET BACK FROM PROPERTY LINE N (SPSCify whith ie }ron _ ❑ S_ E ❑ _ W Eli, ❑ p Zom_ ADDrwW,Zons Impetfa Disapproved OTHER 2 a DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIV1Rv DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) FRONT PROPERTY STREET NAME ~ SPECIFY NORTH SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRRECaULAR lATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY l1PON VALIDATION BV THE BUILDING INSPECTION OIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS N0T STARTED WITHIN THAT TIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. ' ST4TE LICENSE NO ALUMINUMWIREUNDERSIZE8ILLEGAI FLOOR BSM IST 2ND 3RD 4TH N0. Fl1ELCirclaQrCwgdlPYOponw EIeeSolm N0. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINN OTHER HEATING GARBAGE DISP REFRIGERATpN SYSTEM POWER SU6-CIFCUITS WATER MEATER Refri sronf Grpup UTILITY (RANGE, DISPoSER, ETC ) AUTO. WASNER Pounds Clror e FI%TUFES DISH WASHER AUTOMA7IC SPRINNLER SYSTEM WIRING MOTOFtS 6 CONTROLS FI.OOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I NP TOTAL FI%TURES I AereDy ocknowledpe thot this oDOlica- lion u torrect and underatand thof I eonnof ffort thie projbcf until thie appli- cotion it approved. I shall com0ly with fhe lows oi the State of Colorado and to fhe Zoninp ReQulotione ond Buildinq Code oftAe Cify ot Wneof Ridpe, Any vi0lotion ol tAe aboveerme wili cause jMmediate royocation inls permlt PERMIT FEE J,_~).z¢{J NO~ vnu0 uNL€SS RECEIPTZDS_ USE TAX TOTAL FEE = APPRO -7 6 CHIEF BUIL01 NSPECTOR,City of Wheat Ridqe CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FOR INSPECTIONS Date 155ued ~ ~ INSPECTION TICKET ADDRESS ~I I/e t- //Z)J" Av S r cPL 3y9o ~ DATE: BLDG.PERMITN PERMIT# BLDG.CONTR SUBCONTRACTOR INSPECTION REQUESTED C U For INSPECTION MADE r REMARKS vl W.R. FORM E-19 P.O. BOX 638 TELEPHONE: 303/237-6944 Th@ C/fy 01 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 cWheat GRidge November 8, 1989 TO WHOM IT MAY CONCERN: Please let this letter serve as notiPication of changes of address for two tenant spaces within the Applewood Shopping Center complex in the City of Wheat Ridge. In accordance with the attached map, the address changes are: A. Petsmart currently addressed as 3498 Youngfield shall be changed to 3540 Youngfield; and H. Ho11y West Restaurant currently addressed as 3490 Youngfield 11 shall be changed to 3492 Youngfield. If you have questions or need further clarification, please feel free to contact myself (237-6944, ext. 248), or Paui Means of General Management Company (989-4424). Sincerely, Ms. Meredith Reckert Planner MR:slw Attachment cc: Paul Means P. O. Box 2805817 555 Zang St. Lakewood, CO 80228 _ , ' "The Carnation City" ~ ~ ~ ~ ~ 0 ~ 0 ~ LO M I ~ ~ H d 0.~ RMBAd HASE 1e3M arMnv ONaE 1e3M J',J r FW ~ ~ ~~y p A t IQ ' E ( r4 R ~ i g----A l" w ~ Iv a~ ~ ~ ~ B~ ~ ~ ! eM r, ~ ~--.___-~r. . ; M ~ ~ r~ a 0 . z 1A DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7010 " BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 5/7/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3490 Youngfield Contractor License No. : 48359 Company : Mountain Brothers Electric Phone : 233-2222 Phone: 422-6777 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 restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsi i for compliance ith the Wheat Ridge Building Code (U.B.C.) and all other applicable W Rge ordi under this p (OWNER)(CONTRACTOR)SIGNE6/'~~ DATE_ ~ Description : Install 4 soffit lights and connect signage Construction Value : $550.00 Permit Fee : $45.00 Plan Review Fee : $0.00 Use Tax : $8.25 Total: $5325 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : gswinoffmmm Approval : ~~m W.W Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval : (i) This permit was issued in accortlance with the provisions set forth in yopur application and is subjed to the laws of the State of Coloretlo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances ot Ihe Ciry. (2) This permil shall expire if (A) ihe work authorized is not commenced within sixry (60) days from issue date or (e) the building auihorized is suspendetl or abandonetl for a penod of 120 days. (3) If this permit expires, a new permit may be acquired (or a fee of one-half the amount normalry required provitletl no changes have been or will be matle in the original plans antl speafications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (t) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done fhat will change the natural Flow of water causing a drainage problem. (5) Contrector shall nohfy Ihe euilding Inspector twenty-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before Proceediing with successive phases of the job. (6) The issuance of a pertnit or the approval of drawings and specifcaGons shall not be construed to be a permit for, nor an approval of, any viola6on of the provisions of the building wdes or any other ordinance, law, mle or regula[ion. Q r'~n n ~ c ~ ~ 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 Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ~GST,~r:r Q OUNC .r !'~-Ljf) Phone : 233`-L Property Address : '3L-jq Contractor License No. : l&3S y Company : f.( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 5SU I bereby certi(y that the setback distances proposed by Nis permit appliwtion arc accurete, PeffTtlt FE@ : and do not violate appliwbb ordinances, ruks or regulations of the City of VJheat Ridge or wvenanls, easements ar restridions of record; that all measurements shown, and allegations made are accurele; that I have read and agree to abide by all eonditions printed on lhis Use Tax : application, and that I assume full responsibility tor compliance with the Wheat Ridge Building Code (U.B.C.) and all olher appliwble Wheat fiidge ordinances, for work under this permit. TOt81 : (OWNER)(CON7RACTOR) SIGNED DATE Use Description: L( Sal`,C'`i Gv[O'S /~t'V BUILDING DEPARTMENT USE ONLY rmmmammm SIC : Sq. FL : Approval: Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical license No : Plumbing License No : Mechanical License No : Company : Company : Company : $0.00 Expiretion Date : Expiration Date : Expiretion Date : Approval: Approval: Approval: (i) rnis Penm was iasuea un accadanm wM the amwsans xi iortn m yoour aPqiranon and Is sub1ea w me uws or the smu w caaaao ana a aK zaning ReguWtions an0 Buiidir~ Coda of Wheat RiO9e, Cokrado w any other applinble orEirunas of the CNy. (2) This permd sfuY ezpire A(A) the work eutlwnzeC b not oommenud wiNin suiy (60) Cays hom luue Eala w(8) tla bui101np aulhMzed b suspenEed u a W MoneA lu a peiWE o1120 days. (7) 11 Nis pemid exp4es, a new permM1 may be eWUlred la a lea W ontluH Ua amounl norrtnlly required, provided no dunqes have Eeen or wAll 6e maAe In the oripinal plaru aM spedfiwUons anC afry auspensbn q aOaiWaimeM tus rwl acceeCeC rne (1) year. If Uuipa are maLe a if wspenaim a a0antlonment exceeds aw (1) year, hdl rees ahatl be paid for a new permit. (4) No vroAC of arry manMr ahalt be done ihal vnq change Ua naNnl fbw ol waler ausug a Enina9e proWem. (5) Contrecta shau noiiN the BuiWinp Irooector twenH•lour (24) laurs in aEvance lar all InspeUions anO shall reaive wrMen appoval on InapecUon aN Delae ncee0dnq wilh sutteseWe ohases ot Melob . ~ .(e) 6uaW'~ up am0es ce anY oUer Padivanante, law, iWe a re0U0"'ons sAall rol De wnsUUeO to be a pnmit la. na an approval 01. e~y Walatlon W Ua Provisbns d the ~ 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 Properly Owner : Property Address : 3490 Youngfield Contrdctor License No. : 19345 Company : Service Electric wiate, Ipe or egations is euudlng ermk. (OWNER)(CONTRACTOR) SI6NED DATE Phone: 592-9112 Phone : 978 1880 EonsVuCtion Value : $200.00 Permit Fee : $25.00 Plan Review Fee : $0.00 Use Tax : $3.00 Total: $28.00 USe : DescripBon : Rewire sign circuit to new sign above walipaper store BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval r Zoning : Approval : Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Comparry : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) Thfa pertNt was Wuatl in axerdance wiM the ProWWon6 aet roM In Yopur applfcallon amf is aublac[ to the laws of the StaM of Cobrado arW b the Zoninp Regula6ont arW BW1Euw. Code of WAeatRWce Cdorado w arry oMereodI~bIe ortllnences d the Cily. (2) Thia pertNt ahall axqn R(A) the wwk suVwr(zetl b na commmcad wilh ni ~ aixry (eo) deya from iawe dele a(8) the buadl~ aW~o~ized b auapentleA « abandonatl br a pefiod oi 130 dry5. (3) If ihis pertni4sxpir~, a new psrtmt may be acpuired for e fee of one-haM the amount normelly required, provlded iro Cwnpea havebeen or wIN be made (n ihe orlpinal Wans and+Pedlicatlone eM aM s bn ar a6andonment hea not exceedetl one (1) Yeaz. If chanBes are ma0o a M suePanebn or aba~onmeM axceeda one (1)-Yeu, MI tees tlmNbe peldnewpem~ t (4) No work of eny manneraMN 4e Oaro tl~at wIN che~e Me nNUral llow Mwaler causirq a dralnage prodem. (5) Contrac0or eheN mtly Me BWidlrp Innoactw Lwenry-MUr (24) houis In atlvarnce for ell Inapectlons arM shell feceive written approval on inspadbn cmA Detorc pro~tl1 wMh auccessivephnsee of tliapE (8) The kau M a pamdt w tlx epproval d.kswirps arM apedflcetlone shell rwt be cans6ued to be a pertnk for. rwr an approvd oi, any vblatlon W the Proviatona a the OWIft coCes or am oam oMinence, law, iub or regWetbn. ' Ghief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5833 24 HOURS PRIOR TO INSPECTION OF UNDERSTANDING AND AGREEMENT 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: PropertyAddress: Phone: ,3-1 Z Contractor License No. : /oj 3y5- CompanY : 5G21/~c°~ cC.Ec r2i Phone : IV -7 OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certiry that the setback distances proposed by Nis pertnit application are accurate, peffTtlt F28 : and do not violate appliwble oMinancas, 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 a ree to abide by all conditions printed on this Use Tax : application, and that I assume full res ility for complian wkh the Wheat Ridge Building ~ Code (U.B.C.) and all other applica e e t Ridge ordma , for work under this pertnk. TOt21 00 : $0 ~ . . (OWNER)(CONTRACTOR) SIGNE Use: ~ Description : jzC wir~E 5, 6A/ esiz ,v nr &a1 W.421PAf & 2 S'a2E- I BUILDING DEPARTMENT USE ONLY ~ SIC Approval: Zoning : Approval : Approval: Occupancy : Walis Electrical License No : Company : Expiration Date : Approval : Roof Plumbing License No : Company: Expiration Date : Approval: Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was iasuad in accordance with ihe provisione xt forth in yopur applicaUOn anC is suClecl to the laws of the State of Cobratlo antl lo Ne Zoning Regulations and Bulltliny Cotle of Wheat Ritlge, Colo2tlo or any olher applicable adinances ot the Cily. (2) This pemiit shall expira if (A) the work auNOnzed is not commented vrithin sixry (80) days hom Issua tlate or (B) ihe buiidinq aullwrized is suspanded or abantloned Mr a period of 120 tlays. (3) If thls pemYt expiros, a new pemut may be acquired for a fee of one-half the amount normally required, provi0ed no changes have been a vrill he made in the ori9lnal plana and apeeifimtlons arW any suspension or abandonment hes nat exceetle0 one (t) year. I( changes are matle or il wspensian w abandonment ezceeCS ona (7) year, lull fees shall be paid for a new permit. 4) No vrork ol any manner ahall be tlone that will chanpa tha natural fiow of water wusing a tl2inaga problem. 5) Contractor shall rrotlry the Builtlinp Inaoectar lwenFjdour (24) haurs in atlvance tor all InspecUOns and shall receWe written approval an Inspectlon wrC Eefwe proteetliing wiM successive phasea ot the qb. (e) The issuance of a pemiit w the approval o(drawirgs and spedflotbns ahall nol be conaWed to be a permit br, nor an approval of, any WoWtion ol Me provisbna of tlhe DuilCing codes or any other Ortlinance, law, rule or regulafion. 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 H C d ~ Z O G ~y W cL > ~ W Q ~ d N W N M ~ ~=o CLM Z N W C C1 U ko -z 2040 Q'p~ N W 7 M ~ W O mM.cMv O M F o Z ` ~ ~ ~ O U 4 n v w w ~ V 1 0 Z ~ Z M 0 ~ c. a`> W m E f/) ca o z Z ~ o. E N d c a ~ y N 0 V a Q ~ 0 n 2, 0. ~ Q 'N N E H c 0 U N d N c ~ 0 a ~ (0 m > (O ~ C O 0 Z ❑ i~ y } ~ a~ ~ Q ~ ~ c O U N Q. ~ c a~ of O U N Q N C ~ r, ui m 0