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Home My WebLink About7920 W. 44th Avenue� ► 44" City of Wheat Ridge '/� Commercial Low Voltage PERMIT - 202100665 PERMIT NO: 202100665 ISSUED: 04/12/2021 JOB ADDRESS: 7920 W 44th Ave EXPIRES: 04/12/2022 JOB DESCRIPTION: Installation of an AES 7707P-88 radio to monitor the existing addressable EST Quickstart QS1 fire alarm system. *** CONTACTS *** OWNER (303) 809-3069 T C LAND LLC SUB (303)444-1191 ROBERT BONIFAS 170005 SAFE SYSTEMS INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 550 / Medical Office BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11200.00 FEES Total Valuation 0.00 Use Tax 25.20 Permit Fee 50.30 ** TOTAL ** 75.50 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2018 International Codes, 2020 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/12/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. LMF NATIONAL INSTITUTE FOR CERTIFICATION 04/02/21 806135 IN ENGINEERING TECHNOLOGIES SCOPE OF WORK: INSTALLED AND MONITORED BY: Fire Protection Engineering Technology INSTALLATION OF AN AES 7707P-88 RADIO SAFE SYSTEMS, INC. Fire Alarm Systems TO MONITOR THE EXISTING ADDRESSABLE 421 S. PIERCE AVE. EST QUICKSTART QS1 FIRE ALARM SYSTEM. LOUISVILLE, CO 80027 a_ -j BURGLARY- IRE -ACCESS 44-1191TROL•VIDEO 303.444-1191 Dale Bonifas NICET #081562 Level IV EXP. 02/01/2023 Shown normally energized 00 m .0 0000 No NC C 12V 12 AMP HOUR BATTERY 0 M M 0 O t� O 24V DC AC TRANSFORMER INSTALLED IN _ CO = 4) DO THE PROPER ENCLOSURE IN > 0 Q co ACCORDANCE WITH NFPA 0 nE -0-0 � ZS GI-TSC20 TAMPER Co a) U O C EXISTING � .- ti= Z7 QUICKSTART U) M Z6 C m QS1 E o ca U) TROUBLE N LLJ Z5 W Z4 &J SUPERVISORY U COC L Lu Z3 MONITOR FLOW ALARM 0 • Z2 MODULE C ALARM Z1 1 LINE DIAGRAM I NTELLI PRO TELCO 7794Akb Dab LMF FA -1 04/02/21 806135 SCOPE OF WORK: INSTALLATION OF AN AES 7707P-88 RADIO TO MONITOR THE EXISTING ADDRESSABLE EST QUICKSTART QS1 FIRE ALARM SYSTEM. .f INSTALLED AND MONITORED BY: SAFE SYSTEMS, INC. 421 S. PIERCE AVE. LOUISVILLE, CO 80027 303.444-1191 rid NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES Fire Protection Engineering Technology Fire Alarm Systems Dale Bonifas NICET #081562 Level IV EXP. 02/01/2023 BURGLARY -FIRE -ACCESS CONTROL -VIDEO (303)444-1191 N LMF 1 04/02/21 Job 806135 cotr. 0 � O C/) O 00 N �� > 0 U E � -0-0 Co qq4m a) u 0) Cn Eo }' 0 N a) D IIr I i ��POISON °ua°"x ro ®wwaic ° 91Zo w.s4.•1b `.' Wua '''IYYF➢41F1Y 1W; - _ f/ iiAOlp.I. ~�M44��KIB/f18i 6[7 .... h.OMI _ �•I� FYI. - o S fit O ROgFIE 0 y� "' n tiw,eeoo. y~�f�.n•i~�• f•.iy►W y�,xYr/t ya°'mY� Do DFCIAIONEM.� 41TEwr; y'Tr!/y��T !RLi MOYE ~ 4.NRI 171�f411►�4Y •FM WVIfiNIY - �p•q�OOlWfllfy» �, -..+�wn01=004L b M„Y�!N.f r, •M,dft1•r m•`r4w.Ym. U01171.1L�Y.Y M.NM�tlI•N�yLY/f.+,�1ir� vfE� Y•�Iq�TWI.9, I - BURGLARY -FIRE -ACCESS CONTROL -VIDEO (303)444-1191 N LMF U 04/02/21 Job 806135 cotr. 0 � O C/) O 00 N �� > 0 U E � -0-0 Co qq4m a) u 0) Cn Eo }' 0 N a) D 1 LINE DIAGRAM LMF FA -2 04/02/21 Job 806135 BURGLARY•FIRE•ACCE55 CONTROL 303-444-1191 'G: B •: Dr. Thomas Campbell's Office 7920 W. 4411 Avenue Wheat Ridge, CO 80033 Specification Sheets THIS PAGE LEFT INTENTIONALLY BLANK 1, of SECURITY CORPORATION INNOVATION 7707 Fire Subscribers IntelliNet loll A Newer, Smarter Alarm Communications Platform Feature Highlights • Leverages state of the art technology • Applies advanced security protection • Offers flexible power and configuration options • Engineered for backward compatibility with legacy systems • Enables future ready capabilities • Provides instant subscriber status through front panel with Power and Trouble LEDs, a backlit LCD display, and Menu/Silence button • Includes robust Multiple Communication Technologies (MCT) feature • Emulates virtual keypad • Improves functionality with an adaptive Graphic User Interface (GUI) for programming via smartphones, tablets and PCs aes-corp.com • Plus many more... Key Benefits NFPA LISTED • Built upon the solid foundation of AES-IntelliNet patented mesh radio technology for use in private licensed wireless networks • Protects subscriber units against unauthorized access and rogue activity with a password -protected Dealer Code • Makes programming and streamlined troubleshooting easy with user friendly interface • Adds integrated supervision of AES-IntelliPro full data module • Provides versatile power options: (1) Direct from the Fire Alarm Control Panel (FACP) without requiring an electrician onsite and without Subscriber backup battery; (2) Directly from the FACP with Subscriber backup battery; or (3) Traditional installation with plug in Class 2 low power transformer • Allows for enhancement upgrades and an expanded number of new features to be added easily with highly flexible and scalable alarm communications infrastructure • Rigorously tested to the highest industry standards and future ready to meet emerging NFPA code and UL standards Enhanced Wireless Fire Alarm Monitoring Powered by AES enhanced mesh radio technology, IntelliNet 2.0 7707 Fire Subscribers are next generation universal wireless communicators that provide advanced security protection for any new or existing alarm monitoring network. The AES Model 7707 is ideal for commercial fire applications. With the AES-IntelliPro full data module option, they are the ideal drop-in replacement for Plain Old Telephone Service (POTS) lines. The red metal enclosure comes with a key lock and front panel LCD backlit display with intuitive view that provides an instant visual of the subscriber status. The user friendly GUI makes it easy to program AES subscriber units via a smartphone, laptop, tablet, or integrated Universal Serial Bus (USB)—without the need for special cables or having to use a handheld programmer. Additional knockouts make it easier to mount for faster installation. IntelliNet 2.0 Private Wireless Mesh Radio Network D) Burglary D Subscriber — — — — — — ^ C / I / B) Fire , I Subscriber / �p AES -Network Management System /— — —- — — — — — — — — — — — — — — B D PrimaryAES-Mul[iNe[Receiver Seco I / I I I A) Alarm Panel ndaryAES-MultiNet Receiver / I / I B•C Alarm Automation A C)IPLinks Customer Location I Mesh Radio Technology I Central Monitoring Station Alarm Panel & AES Subscriber Multi -path AES-IntelliNetO Network Primary & Secondary AES-MultiNet System sends critical event signal delivers alarm signals via smart routing receives transmission in 1-3 seconds The IntelliNet 2.0 Fire Subscriber has an 8 Zone modular design for expansion with normal and reverse polarity, POTS and DACT interfaces with an option for the 7794AAES-IntelliPro full data module add-on accessory board. AES subscribers' intelligent software automatically detects new hardware and devices to reduce installation time. An AES certified WiFi accessory allows seamless wireless connectivity for configuration and programming. A laptop, Ethernet cable, or a Wi-Fi USB dongle is required for IntelliNet 2.0 programming, handheld programmers will not work with 2.0 units. A FACP Power Supply Adapter is required for certain configurations when using flexible power options. The forward compatible design allows for feature add-ons, engineered to adapt seamlessly with future software upgrades as technology advances. IntelliNet 2.0 allows configuration cloning for faster installation time. The AES 7707 was designed with quick configuration and installation in mind to make it easier for field technicians to get in, out, and on to the next install. Visit our Fire Marshal Resources web page for official NFPA and UL Listings: aes-corp.com/products/fire/fire-marshal-resources How to Order 7707 Fire SubscribersIntelliNet 2.0 Fire 2.0 PREMIUM (UL&ULC Listed) 7707P -88-M IntelliNet 2.0 Fire Subscriber, 8 Zone with Multiple Communication Technologies (MCT), Red Enclosure 7707P-88-ULP-M IntelliNet 2.0 Fire Subscriber, 8 Zone with 7794A AES-IntelliPro, and integrated onboard Local Annunciator plus MCT, Red Enclosure 7707P -44-M IntelliNet 2.0 Fire Subscriber, 4x4 Zone (4 Reversing Polarity, 4 Supervised) with Multiple Communication Technologies (MCT), Red Enclosure IntelliNet 2.0 Fire Subscriber, 4x4 Zone (4 Reversing Polarity, 4 Supervised) 7707P-44-ULP-M with 7794AAES-IntelliPro, and integrated onboard Local Annunciator plus MCT, Red Enclosure 2.0 ACCESSORIES ccessory board with 7794A Standalone AES-IntelliPro Fire full data module ad!used firmware for new IntelliNet 2.0 units only, cannot bin legacy units 77-WiFi AES certified WiFi adapter 77-FACPA FACP Power Supply Adapter for internal mount 77-FACPA-KIT External installation hardware fort-way)unction Box Legacy Fire Subscribers 7706-ULF Integrated Fire Monitoring System, Red Enclosure 7788F-ULP-P Legacy Fire Subscriber, 8 Zone with 7795 AES-IntelliPro (7794 full data module, 7762 hardware supervisory module, and 7740 Local Annunciator), Red Enclosure 7788F-ULP Legacy Fire Subscriber, 8 Zone, 8 Supervised Zones with 7794 AES-IntelliPro, Red Enclosure 7788F Legacy Fire Subscriber, 8 Zone, 8 Supervised Zones, Red Enclosure 7744F-ULP-P Legacy Fire Subscriber, 4 Zone with 7795 AES-IntelliPro (7794 full data module, 7762 hardware supervisory module, and 7740 Local Annunciator), Red Enclosure 7744F-ULP Legacy Fire Subscriber, 4x4 Zone, 4 Supervised Zones with 7794 AES-IntelliPro, Red Enclosure 7744F Legacy Fire Subscriber, 4x4 Zone, 4 Reversing Polarity, 4 Supervised Zones, Red Enclosure LEGACY ACCESSORIES 7794 Standalone AES-IntelliPro Fire full data module add-on accessory board for legacy units only, please see 7794A above for IntelliNet 2.0 version Technical Specifications DIMENSIONS 13"H x 8.5"W x 4.5"D (33cmH x 21.5cmW x 11.4cmD) WEIGHT 5.8 lbs (2.6 kilograms) excluding battery 13 lbs (5.9 kilograms) with 10 Ah battery RADIO FREQUENCY Standard Frequency Range: 450-470 MHz Contact AES for other UHF and VHF frequencies ANTENNA 2.5 dB tamper resistant antenna included, mounts on enclosure Optional remote mounting antenna available POWER INPUT AC SOURCES Transformer: Class 2 16.5V AC nominal output 1.9 A max current (40 VA MIN) ELK ELK-TRG1640, MG ELECTRONIC SALES MGT1640, or AES 1640 (not included) DC SOURCES (includes FACP) 24V DC Regulated Power Supply with Subscriber Rechargeable Battery 1.9 A max current BACKUP BATTERY 10-12 Ah, UL recognized lead acid gel cell, size based on subscriber configuration Contact Us ALARM SIGNAL INPUTS/ZONES 8 individually programmable E.O.L. type zone inputs 4+4: 4 reverse polarity input and 4 individually programmable E.O.L. type zone inputs Optional 7794A AES-/ntelliPro for full data via Contact ID, Pulse, Modem Ile and Modem Illa2 UL LISTINGS UL 864 10th Edition Standard for Control Units and Accessories for Fire Alarm Systems ULC S559-04 1st Edition Equipment for Fire Signal Receiving Centres and Systems TROUBLE OUTPUT—ACK DELAY/ANTENNA CUT Form C relay, fail secure, rated 24V DC 1A resistive, unsupervised RESET BUTTON Located on main circuit board OPERATING TEMPERATURE 32 to 120°F (0 to 49°C) STORAGE TEMPERATURE 14 to 140°F (-10 to 60°C) RELATIVE HUMIDITY 0 to 93%, non -condensing RECHARGE CAPABILITY Will charge 12V battery size from 10-12 Ah 7707 Fire PORTS Ethernet for configuration and message communication USB access for software upgrade REMOTE ANNUNCIATOR AES Model 7740 Remote Annunciator, supervised COMPATIBLE RECEIVERS 77051 AES-MultiNet Receiver CONFIGURATION INTERFACE Web browser capable device accessible via smartphone, tablet, laptop, or PC CURRENT CONSUMPTION Standby w/ charged backup battery: 200 mA (1.2 A Transmitting) Standby+ charging backup battery: 900 mA (1.9 A Transmitting -MAX) POWER OUTPUT 2 or 5 Watts Factory set ENCLOSURE MATERIAL Steel with paint finish FINISH COLOR Red VISUAL INDICATORS Front panel LCD (2 x 20 alphanumeric character backlit display) Power and Trouble LEDs (ALM, Trouble, Tx, Rx, WA) For pricing and availability or to learn more about IntelliNet 2.0, please call your local AES Sales Representative at (800) 237-6387 or email sales@aes-corp.com. -� `AES® �� RITY CORPORATION 1NNOVATION Technical Specifications Transmits full data to AES receiver using Contact ID or Pulse formats Formats Supported: Contact ID, Pulse 3+1, Pulse 4+1, Pulse 4+2 DIMENSIONS 2.8 in x 5.01n(7.1 cm x 12.7 cm) WEIGHT 0.2 Ib (0.09 kg) 1/0 CONNECTIONS AES subscri be with power POTS incoming phone line Phone outputfrom alarm panel Trouble output (form C relay) POWER REQUIREMENTS 12 VDC nominal, primary and backup power provided by the AES RF Tra nsceiver Unit HOW TO ORDER Models & Descriptions: 7794A -AES IntelliPro R re for 2.0 7707P-88-ULP - 8 Zone Fire S ubscri be with AES-IntelliPro & Integrated onboard Local Annunciator 7707P-88-ULP-M - 8 Zone Fire S ubscri be with AES-IntelliPro & Multiple Communication Technologies (MCT) 7707P-44-ULP - 4 Zone Fire S ubscri be with AES-IntelliPro & Integrated onboard Local Annunciator 7707P-44-ULP-M - 4 Zo ne Fire S ubscri be with AES-IntelliPro & MCT Full Data Module aes-corp.com 7794A AES-IntelliProTM Fire for 2.0 Features Commercial fire alarm applications with orwithout phone lines Transmitsfull alarm data from any Contact ID or Pulse format fire alarm panel Primary or back-up communications Universal wireless alarm transmitter supports most manufacturers' panels Easy to install in IntelliNet 2.0 Fire subscriber Easyto program using smartphone, tablet, or PC Option to monitor telephone lines Transmits full data to AES receiver using Contact ID or Pulse formats Formats Supported: Contact ID, Pulse 3+1, Pulse 4+1, Pulse 4+2 The 7794A AES-IntelliPro Fire is an add-on module for IntelliNet 2.0 subscribers that enables transmission of full alarm zone data from an alarm panel to a central station over an established AES mesh radio network. AES subscribers with AES-IntelliPro Fire can operate in applications with or without a phone line providing full emulation of the phone line forthe alarm panel communicator. AES-IntelliPro Fire supports most popular alarm communication protocols including Contact ID and Pulse. Easy Installation AES-IntelliPro Fire easily installs in the IntelliNet 2.0 subscriber housing and is powered from the transceiver module, requiring no additional power connections. 2.0 Fire subscribers can be ordered with AES-IntelliPro installed. AES-IntelliPro Fire is easy to program using a smartphone, tablet, or PC. IntelliNet f# Private Wireless Mesh Network DI Burglary D Subscriber _ _ _ _ _ _ _ _ _ _ B) Fire Subscriber A) Alarm Panel 1—• C ' nwen uenegn�uneryrtem PrlmeryAESYuttAyef Recele[r CI IP Links .oeery ars.Ymuxa Rr<.we, Alarm Automation Customer Location Mesh Radio Technology Central Monitoring Station Alarm Panel: AES Subscriber Mullip Lh AES-IntelliNet® Network Primary 6 Secondary AES-MuNtret System eve sends critical nt signal delivers alarm signals via smart routing rerehxs transmission in 1.3 seconds About AES Corporation Established in 1974, AES Corporation empowers companies to grow profitable alarm monitoring businesses, and government agencies to enhance security anywhere in the world. By providing the industry's only patented operator -owned and controlled private wireless mesh networks, AES ensures superior reliability, low TCO and optimal RMR while reducing dependence on service provider infrastructures. The company's flagship AES-IntelliNet systems are deployed in over a half million locations worldwide. FW.wt t:Z A I • Auto -Resetting (PTC) Fused Secondary • Green Power On LED • Grounding Prong &Terminal • Electrical outlet mounting tab • UL Listed • Lifetime Limited Warranty • Wire Strain Relief I g • Input Voltage: 120 VAC, 60 Hz, .43A • Output Voltage: TRG1640 = 16.5 Volts A.C. TRG2440 = 24 Volts A.C. • Output Power: TRG1640 = 45 VA TRG2440 = 40 VA • Size: 4.14°H x 2.74°W x 2.2°D (105mm x 70mm x 56mm) • Color: White The ELK -P1216 is a general purpose 12 Volts D.C. Switching Plug -In Power Supply. It is ideal for alarm, access control, and CCTV applications requiring up to 1.5 Amps.The power pack plugs into 100 to 120 Volts A.C., and supplies regulated 12 Volts D.C. to a standard 2.1 mm power plug. • Switching Power Supply • Regulated 12 Volts D.C. Output • Six foot cord and standard • 2.1 mm x 5.5mm x 9mm plug (center is positive) • UL Listed • Efficiency Level: V • Lifetime Limited Warranty • DC Output Voltage: 12 Volts D.C. • Current Rating: 1.5 Amps • AC Input Voltage Range: 100-120 @ 47-63 Hz • Size: 1.75°H x 1.375°W x 2.75°D OF i; LIFETIME WARRANTY Grounding Terminal Power LED Strain Relief AH in One! PO Box 100 • Hildebran, NC 28637.800-797-9355 •828-397-4200 Fax 828-397-4415 • www.elkproducts.com • info@elkproducts.com 06/11 12 Volts D.C. Plug -In Power Supply Slimline Design RoHS Compliant ELK PRODUCTS TAMPER SWITCH c R r TS -20 SERIES Q ♦ Recessed Adjustable Plunger (From 1/4" to 1/2") ♦ 3/8" Diameter (Smallest In The Industry) Easy To Install - Replaces Old Mechanical Tampers ♦ Strong Spring Action ♦ Press To Fit ♦ 12" #22AWG Leads ♦ Screw Down Flange on TS -20 For Positive Retention ♦ Longer Leads, Zip Cord or Jacketed Cable Upon Request ♦ Hermetically Sealed ♦ Plated Contacts Resist Sticking or Freezing ♦ Mounting Hardware Included ♦ Supervisory Loops Upon Request ♦ Lifetime Warranty low T520 TSG20 y8" OeYI Mo wl Qip Mowt o PART NUMBERS: Closed Loop 0l'Loop SMT Rid Ploeyee T320 T330 T3-40 3c®w Dowe PFnge Rid PWegee TSC 20 MC 30 MC 40 Clip Mowfed Uaoe[ bt31 250 IT, Tmoel 105, 035 TOLL£REE 1800-0455218 OEOROERISKPIEOSTRIEEINC TOLLEREE/800523/27 (302353561 8) KWBAILNE69141 KINBAI �— EAX(308)235-3561 E1NA6_ mnmmou WEII SIyAfoegamsrmmm EB TEurvweRiskcw cR 1 TAMPER SWITCH INSTALLATION APPLICATIONS: The adjustable plunger actuated TS series was developed to provide a tamper switch with a smaller diameter for applications where a normal plunger or roller ball type switch is too large. The 318" diameter is ideal for a variety of door and window ap- plications. The oval flange allows the switch to be solidly anchored where needed. The design also resists locking problems caused by expansion or contraction. Avail- able with a bracket for box tamper. Made of nylon for flexibility, the stainless steel spring and sealed contact insure a long ser- vice life. 60 11 F_ r =:),= -� 15h 3211 TS -20 8 lam 45,7 9�J811 21h ® ROM 0 TSC -20 6 arm 45,7mm 0 3811 9,5�m 0 � m 0 � 3n GRI products meet or exceed these minimum general specifications: PART NUMBER LOOP TYPE ELECTRICAL CONFIG. REED FORM MAXIMUM INITIAL CONTACT RESISTANCE (UI MAXIMUM CONTACT RATING (WI MAXIMUM SWITCHING VOLTAGE (VDCI MAXIMUM SWITCHING CURRENT (Al TS -20 Closed N/0 A .115 10 200 .500 TSC -20 Closed N 0 A .115 10 200 .500 TS -30 Open N C B .140 5 175VDC .250 TSC -30 Open N/C B .140 5 175VDC .250 TS -40 Open/Closed SPDT C .140 5 175VDC .250 TSC -40 Open Closed SPDT C .140 5 175VDC .250 WARRANTY: Lifetime warranty against workmanship, material and factory defects. CONTACT YOUR G.R.I. DISTRIBUTOR OR CALL: TOLL-FREE 1-S&445-5218 GEORGERISKINDUSTRIES,INC. TOLIrFREE 1-800-523-1227 GRI PLAZA (308)235-4645 KINIBALL, NE 69145 FAX(308)235-3561 E-MAIL: gnsales@megavision.com MADE IN U.S.A. WEB SITE: www.gnsk.com BA -67 Rev. G 813012010 � N IF PS -12120 12V11.4AH@ 10 -hr. Rechargeable Sealed L -ad Acid Battery PS - General Purpose Series F2: Quick disconnect tabs, 0.250" x 0.032" - Mate with AMP. INC FASTON "250" series Torque - Not Applicable e NB: Tin plated brass post with 'Nut & Bolt' fasteners 12mm 2mm I~� E `r' m E �i Torque: 2.03.0 Nxm T F2: L: 5.94 (151) W: 3.86 (98) H: 3.66 (93) HT: 3.86 (98) W NB: L: 5.94 (151) W: 3.86 (98) H: 3.66 (93) HT: 4.09 (104) L Tolerances are +/- 0.04 in. (+/- 1 mm) and +/- 0.08 in. (+/- 2mm) for height dimensions. All data subject to change without notice. GLOBAL HEADQUARTERS (USA AND INTERNATIONAL EXCLUDING EMEA) Power -Sonic Corporation 365 Cabela Dr Suite 300, Reno, Nevada 89523 USA T: +1 619 661 2020 E: customer-service@power-sonic.com POWER -SONIC EMEA T 1 (EMEA - EUROPE, MIDDLE EAST AND AFRICA) Smitspol 4, 3861 RS Nijkerk, The Netherlands T NL: + 31 33 7410 700 T UK: + 44 1268 560 686 T FR: + 33 344 32 18 17 E: salesEMEA@power-sonic.com To ensure safe and efficient operation always refer to the latest edition of our Technical Manual, as published on ourwebsite. © 2018. Power -Sonic Corporation. All rights reserved. Al I trademarks are the property of their respective owners. All data subject to change without notice. E&O.E Sealed Rechargeable IT gattery ;�i50N� (600mA to 10.50 volts) ppyyERll;;l!; BATTERY B TRUSTED BA Y POWERpry _ MODEL / 12 Volt 12.OAmp, Hr. SE b owr' Ponic Corpouktion P MODEL PS -12120 F28 12 Volt 12.0 Amp. Hr. ? 1 -hr. (8.82A to 9.60 volts) 8.82 AH L Tolerances are +/- 0.04 in. (+/- 1 mm) and +/- 0.08 in. (+/- 2mm) for height dimensions. All data subject to change without notice. GLOBAL HEADQUARTERS (USA AND INTERNATIONAL EXCLUDING EMEA) Power -Sonic Corporation 365 Cabela Dr Suite 300, Reno, Nevada 89523 USA T: +1 619 661 2020 E: customer-service@power-sonic.com POWER -SONIC EMEA T 1 (EMEA - EUROPE, MIDDLE EAST AND AFRICA) Smitspol 4, 3861 RS Nijkerk, The Netherlands T NL: + 31 33 7410 700 T UK: + 44 1268 560 686 T FR: + 33 344 32 18 17 E: salesEMEA@power-sonic.com To ensure safe and efficient operation always refer to the latest edition of our Technical Manual, as published on ourwebsite. © 2018. Power -Sonic Corporation. All rights reserved. Al I trademarks are the property of their respective owners. All data subject to change without notice. E&O.E Sealed Rechargeable - gattery ;�i50N� (600mA to 10.50 volts) ppyyERll;;l!; BATTERY B TRUSTED BA Y ps-1212OF2 _ MODEL / 12 Volt 12.OAmp, Hr. SE b owr' Ponic Corpouktion P (2.04A to 10.20 volts) _P 1 -hr. FEATURES • Absorbent Glass Mat (AGM) technology for superior performance • Valve regulated, maintenance free spill proof construction • Power/volume ratio yielding excellent energy density • Rugged vibration and impact resistant ABS case and cover • Gas recombination technology • 5 year design life APPROVALS • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified • U.L. recognized • IS09001:2015 -Quality management systems Nominal Voltage 12 volts (6 cells) Nominal Capacity 20 -hr. (600mA to 10.50 volts) 12.00 AH 10 -hr. (1.14A to 10.50 volts) 11.40 AH 5 -hr. (2.04A to 10.20 volts) 10.20 AH 1 -hr. (8.82A to 9.60 volts) 8.82 AH Approximate Weight 8.1 lbs. (3.68 kg) Internal Resistance (approx.) 13.0 milliohms Max Short -Duration Discharge Current (5 Sec.) 180.0 amperes Shelf Life (% of nominal capacity at 68'F (20°C) 1 Month 3 Month 6 Month Operating Temperature Range Charge Discharge Case Power Sonic Chargers 92% 90% 80% 5-F (15°C) to 104-F (40°C) 5-F (15°C) to 122-F (50°C) ABS Plastic PSC -122000A -C PSC -122000 -PC AF117=Vw �� SHELF LIFE & STORAGE Standing Period (Months) CHARGING Cycle Applications: Apply constant voltage charge at 2.35v/c — 2.45v/c (14.1 — 14.7v for 12v Monobloc) at 20°C Initial charging current should be set at less than 0.25C Amps. Switch to float charge to avoid overcharging. "Float" or "Stand -By" Service: Apply constant voltage charge of 2.25v/c — 2.30v/c (13.5 to 13.8 volts for 12v Monobloc at 20°C. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Temperature Compensation: Charging Voltage for both Cyclic and Standby applications should be regulated in relation to ambient temperature. As temperature rises charging voltage should be reduced to prevent overcharge and increased as temperature falls to avoid undercharge. For further charging information including temperature compensation factors, see Power Sonic Technical Manual/ Power Sonic Charger specifications. APPLICATIONS General purpose • Medical • Emergency lighting • Fire and security GLOBAL HEADQUARTERS (USA AND INTERNATIONAL EXCLUDING EMEA) Power -Sonic Corporation 365 Cabela Dr Suite 300, Reno, Nevada 89523 USA T: +1 619 661 2020 E: customer-service@power-sonic.com POWER -SONIC EMEA (EMEA - EUROPE, MIDDLE EAST AND AFRICA) Smitspol 4, 3861 RS Nijkerk, The Netherlands T NL: + 31 33 7410 700 T UK: + 44 1268 560 686 T FR: + 33 344 32 18 17 E: salesEMEA@power-sonic.com To ensure safe and efficient operation always refer to the latest edition of our Technical Manual, as published on ourwebsite. © 2018. Power -Sonic Corporation. All rights reserved. AI I trademarks are the property of their respective owners. AI I data subject to change without notice. E&O.E PS -12120 12V11.4AH @10 -hr. Rechargeable Sealed Lead Acid Battery PS — General Purpose Series LIFE CHARACTERISTICS IN STAND-BY USE 100 80 60 40 20 Ambient Temperature 20°C (613°F) Float Charging Voltage 2.25 - 2.30 V/Cell 0 �� 0 1 2 3 4 5 Years CHARGERS Power Sonic offers a wide range of chargers suitable for batteries with a variety of capacities. Please refer to our website for more information on our switch mode and transformer type chargers. Please contact our technical department for advice if you have difficulty in locating a suitable charger. FURTHER INFORMATION Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc. Sealed Rechargeable Battery POWER% ?�'dc;;;NIC TRUSTED DATTERY SO PS AMIP- F2 MODEL a 12 Volt 12.0 MIP- 2 Pb PnwervSnaic t:orooratlo� �a, Pboo�,... MMENNEEMEN ■"„■■■Charging beforeuse is necessary Standing Period (Months) CHARGING Cycle Applications: Apply constant voltage charge at 2.35v/c — 2.45v/c (14.1 — 14.7v for 12v Monobloc) at 20°C Initial charging current should be set at less than 0.25C Amps. Switch to float charge to avoid overcharging. "Float" or "Stand -By" Service: Apply constant voltage charge of 2.25v/c — 2.30v/c (13.5 to 13.8 volts for 12v Monobloc at 20°C. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. Temperature Compensation: Charging Voltage for both Cyclic and Standby applications should be regulated in relation to ambient temperature. As temperature rises charging voltage should be reduced to prevent overcharge and increased as temperature falls to avoid undercharge. For further charging information including temperature compensation factors, see Power Sonic Technical Manual/ Power Sonic Charger specifications. APPLICATIONS General purpose • Medical • Emergency lighting • Fire and security GLOBAL HEADQUARTERS (USA AND INTERNATIONAL EXCLUDING EMEA) Power -Sonic Corporation 365 Cabela Dr Suite 300, Reno, Nevada 89523 USA T: +1 619 661 2020 E: customer-service@power-sonic.com POWER -SONIC EMEA (EMEA - EUROPE, MIDDLE EAST AND AFRICA) Smitspol 4, 3861 RS Nijkerk, The Netherlands T NL: + 31 33 7410 700 T UK: + 44 1268 560 686 T FR: + 33 344 32 18 17 E: salesEMEA@power-sonic.com To ensure safe and efficient operation always refer to the latest edition of our Technical Manual, as published on ourwebsite. © 2018. Power -Sonic Corporation. All rights reserved. AI I trademarks are the property of their respective owners. AI I data subject to change without notice. E&O.E PS -12120 12V11.4AH @10 -hr. Rechargeable Sealed Lead Acid Battery PS — General Purpose Series LIFE CHARACTERISTICS IN STAND-BY USE 100 80 60 40 20 Ambient Temperature 20°C (613°F) Float Charging Voltage 2.25 - 2.30 V/Cell 0 �� 0 1 2 3 4 5 Years CHARGERS Power Sonic offers a wide range of chargers suitable for batteries with a variety of capacities. Please refer to our website for more information on our switch mode and transformer type chargers. Please contact our technical department for advice if you have difficulty in locating a suitable charger. FURTHER INFORMATION Please refer to our website www.power-sonic.com for a complete range of useful downloads, such as product catalogs, material safety data sheets (MSDS), ISO certification, etc. Sealed Rechargeable Battery POWER% ?�'dc;;;NIC TRUSTED DATTERY SO PS AMIP- F2 MODEL a 12 Volt 12.0 MIP- 2 Pb PnwervSnaic t:orooratlo� �a, Pboo�,... 1 PERMIT: 1'�4,DRESS: �OB CODE: INSPECTION RECORDS%'/� I 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 InspectionsI Date I Inspector I Initials 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 1106 Foundation wall Insulation I I Do Not Pour Concrete Prior To Approval Of The Above Inspections (Underground / Slab Inspections I Date I Inspector I t Initials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. [?D4 Plumbing Underground Int. Comments Comments 205 Plumbing UndergroundExt. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections --2-0 -7 q 2O w 4th k&-,, ce Inspector Comments tough Inspection (continued) Date Initials 16 Rough Mechanical Residential X17 Rough Mechanical Commercial X18 Boiler / Furnace 119 Hot water tank 420 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections 402 Gas Meter Release 403 Final Electrical Residential 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 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 Buildinq Final Inspection Date I Inspector I Comments Initials 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. 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. EPDM - Fully Adhf All products specified for this roofing system must be manufactured or approved by Mule -Hide Products Co. This criteria is limited to buildings of 100' in height or less. Membrane / Adhesive Type / Other 1. 0.045" thick Mule -Hide EPDM: Standard Black, or Reinforced Black Membranes. 2. 0.060" thick Mule -Hide EPDM: Standard Black, White -on -Black, or Reinforced Black Membranes. 3. Mule -Hide EPDM Bonding Adhesive, Low-VOC Bonding Adhesive, Aqua Base 120 or Acrylic Water Based Bonding Adhesive 4. Field seams: 3" In -Seam Tape & Primer (10 or 15 year warranty) 5. Field seams: Max 10 -Year Warranty - Splice Adhesive with Membrane Cleaner/Tape Primer 6. All 'T' joints overlaid with EPDM uncured flashing tape. Deck Type / Typical Fastener - Refer to Specifications for minimum pullout criteria Standard Roof Deck (4) Insulation Fastener (t) Insulation Plate Steel (22 gauge or heavier) Mule -Hide DP (#12) Mule -Hide 3" Metal Stress Plates Structural Concrete (3,000 psi) Mule -Hide HDP (#14) (2) Mule -Hide 3" Metal Stress Plates Plywood (Min 15/32" thick) Mule -Hide DP (#12) Mule -Hide 3" Metal Stress Plates Wood Plank (Min 1-1/2" thick) Mule -Hide DP (#12) Mule -Hide 3" Metal Stress Plates Fibrous Cement & Gypsum (2)(3) TL Fasteners by Tru -Fast 3" Galvalume Insulation Plate by Tru -Fast Notes: 1. Heavier gauge fasteners may be required to meet Factory Mutual or code requirements. 2. Other fasteners maybe considered, submit request to Mule -Hide prior to bidding. 3. Pullout testing is required, must exceed 360 pounds with TL Fastener. 4. Contact Mule -Hide Technical Department for non-standard roof decks. Slope Requirement/Drainage 1. Positive drainage required (no ponding 48 hours after a rain) 2. 1/4" per horizontal foot preferred 3. 1/8" slope with sufficient number of drains and crickets/saddles may be considered Construction Type 1. New Construction 2. Reroof — Full tear off of existing roofing down to deck 3. Recover — Over existing roofing system or existing insulation (all wet materials removed) Insulation/Overlayment - Mechanical Attachment into Standard Roof Decks* Insulation Type or Overlay Fasteners per 4' x 8' board Field Perimeter Corner Approved Polyisocyanurate - Min 2" thick (top layer) j 8 12 16 Approved Polyisocyanurate - Min 1.5" up to 2" thick 12 18 24 HD Fiberboard - Min 1/2" thick- Installed over Approved Insulation 16 24 32 Dens Deck Prime - Min 1/4" thick - Installed over Approved Insulation 12 18 24 OSB - Min 7/16" thick - Installed over Approved Insulation 17 25 32 Approved OSB/Polyisocyanurate Composite - Min 2" thick 17 25 32 *NOTES: 1. Thicknesses stated are for single layer of material. 2. Consult Specification Manual for list of approved insulations for use under overlayment. 3. Polyisocyanurate less than 1.5" in thickness requires approved overlayment. Page 1 02-3320 Revised: Mar 24 2017 10 or 15 Year Warranty Design Summary EPDM - FULLY ADHERED *NOTES: (continued) 4. Insulation fastening density shall not be less than 1 per 2 square feet on fibrous cement and gypsum decks. 5. Certain codes may require additional fastening requirements. 6. Mule -Hide defines perimeter areas as a minimum of 8 feet. Corners areas are the intersections of the perimeter areas. 7. Factory Mutual defines perimeter areas as the lesser of 0.1 times the building width or 0.4 times the building height. Corners areas are the intersections of the perimeter areas. 8. System warranties require the use of Mule -Hide labeled components, products supplied by Mule - Hide or approved in writing by Mule -Hide prior to the start of the project. Insulation/Overlayment - Adhesive Attachment 1. Mule -Hide Helix® Low -Rise Adhesive. Refer to the specifications and Helix Product Data Sheet for acceptable insulations, substrates, and bead spacing. Metal Accessories 1. All Metal copings, gravel stops, fascia, and drip aprons must be installed according to Mule -Hide approved details. 2. Conventional metal edge details that require flanges to be `stripped in' may use TPO Cover Tape or White EPDM Cured Cover Tape (Mate -Line Tape). 3. All Metal Scuppers must have welded (soldered) seams. 4. Metal accessories provided by Mule -Hide will be included in System warranties. Other Requirements 1. No `As -Built' projects. All projects are to be reviewed and approved prior to installation. 2. Shop drawings must include all pertinent details. 3. Contact Mule -Hide Technical Department for specific code requirements such as Florida NOA, Factory Mutual (FM) or Underwriters Laboratory (UL). NOTES: 1. This is a summary of the Mule -Hide EPDM Fully Adhered System Specification, as written in the Mule -Hide EPDM Specification Manual. Refer to Mule -Hide EPDM Specification Manual for complete specification and details. 2. The information contained in this document is general information. Requirements may be different for each specific job based on the conditions of each building. Always contact Mule -Hide Technical Department to review the specific job conditions prior to bidding the project. Page 2 02-3320 Revised: Mar 24 2017 iCITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L -I 0 9 - r; -, , I Job Address: -79-0,0 W L-/ Y -L-" Ae Permit Number: 'D o ) -7 D -7 S a -7 ❑ No one available for inspection: Time 'F',3�7 Oj PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: I - S / -7 Inspector: _7--b DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201707527 PERMIT NO: 201707527 ISSUED: 09/21/2017 JOB ADDRESS: 7920 W 44th AVE EXPIRES: 09/21/2018 JOB DESCRIPTION: Commercial Roofing remove and install Owens Corning Duration Asphalt Shingles and 3inch ISO/ 60mil EPDM with 80sq (40sq pitch and 40sq flat) 4/12=pitch *** CONTACTS *** OWNER (303)809-3069 T C LAND LLC/TOM CAMPBELL SUB (303)997-8012 Aaron Anders 100039 Acclaimed Roofing of Colorado *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 550 / Medical Office BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 76,667.00 FEES Total Valuation 0.00 Use Tax 1,610.01 Permit Fee 946.90 ** TOTAL ** 2,556.91 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. f City of Wheat Ridge .. r Commercial Roofing PERMIT - 201707527 I PERMIT NO: 201707527 ISSUED: JOB ADDRESS: 7920 W 44th AVE EXPIRES: JOB DESCRIPTION: Commercial Roofing remove and install Owens Corning Shingles and 3inch ISO/ 60mil EPDM with 80sq (40sq 4/12=pitch 09/21/2017 09/21/2018 Duration Asphalt pitch and 40sq flat) I, by my s%natur , o reby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable bui ng cod d all applica municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ner of e pr pe riy a uthorized to obtain this permit and perform the work described and approved in conjunction with this permit further.att t at I a le 11 authorized to include all entities named within this document as parties to the work to be performe and that all to b per d is disclosed in this document and/or its' accom anying approved plans and specifications. lei Signature OWNER or CO TRACTOR (Circle one) 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, 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, anew permit maybe required to be obtained. Issuance of anew 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 changeof 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 issu o ranting of a er t shall no be construed to be a permit for, or an approval of, an violation of any provision of any applicable co rl re �4i of this jurisdiction. Approval of work is subject to fyeld 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 , dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: qiz 1 I-7 Plan/Permit # Plan Review Fee: �- Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '7 � r� Property Owner (please print): L' A-tJbe (� Phone: J (FO� "3c)! Property Owner Email: Mailing Address: (if different than property address) Address: S)CMA City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Contractor: Phone: Contractors City License #: 3 3 � Phone: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # N Mechanical: W.R. City License # Complete all information on BOTH sides of this form ,VC.QMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) I Lt Lckyp, A, cePIe5t C-� Sq. FULF Amps To p LcLq � or, 61 -1-0 P o c 3" I SC) Btu's Pr :3 Gallons Squares n Q -to T L Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ SSG 4- 1^P0" t P p� 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 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the infonnation prolication. CIRCLE ONE: (OWN R) (CONTRAC (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �/ DATE: l r 47 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ /% i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3c) (,- In"t t Job Address: -7,7 a O W L" A,c Permit Number: 2 0 t-7 o s '7 l a (�o -Appy cl eell ❑ No one available for inspection: Time Ja = 4 Re -Inspection required: Yes O When corrections have been made, call for re -inspection at 303-234-5933 Date: / o L&I 1-7 Inspector: `r7�) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: `p P c rsrZ-A r Job Address: 7 2r> us. 1q rw /Vg Permit Number: 04re5~y2G d"`Ft?PL9 f7r N//a Pgs.YUfi~'L Er✓(~ .~r~ L.r,..v~ ~m✓.~~. - .,.?®,s¢r~ d T'R ~:a.6~..~ R s ' +lfn/7:.wiCaTd^f r (7 A/*, z.,/, rvG -f- P . sPi' . ~✓nrr~~tixIAf f E-10070 X{4~: "2901/jf-L - .v_>~ .iM?AI ~Fra a p,r' rd~~y✓F v A ra Meg / ,~rvfst T° 0 No one available for inspection: Time AM/PM Re-Inspection required: Ys_ No "When corrections have been made, call for re-inspection at 303-234-5933 Date: _7124loF Inspector: DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection_ Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Irl'oIc P" Job Address: - 74 1 A ), (A/ {l I Permit Number: 011'11 W i �/ �riddit,ti"7ubi — ❑ No one available for inspection: Time Re- Inspection required: Yes goo "When corrections have been made, call for r - inspection at 303 -2 4 -5933 Date: 7 q_6 - rf Inspector: t 2c . t' .. DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 6 ,4 00 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: f)/l,'�f n,r(- Job Address: `7 I ?r 0 L,.te�U Permit Number: �)Ol4g( i�J T v ❑ No one available for inspection: Time Am t m) F v Re- Inspection required: Yes �iNo ) When corrections have been made, tail for re -insp coon at 303 - -5933 Date: f� Inspector: j 1 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: DIWti9r,tf ) 4fa�pr,7 r rG A Job Address: 7C{2f3 L� ?= r Ut � Permit Number: 0 1?fir -,P6 ❑ No one available for inspection: Time AM/ Re- Inspection required: Yes /N r. ' When corrections have been made, call for re sp ctfon at 303.- 234 -5933 ,� f � Date: 1" J i�[ Inspector: Y � o DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: L� _a ❑ No one available for Re- Inspection required: Yes NQ * When corrections have been made, * ' Date: f. Inspector: DO NOT REMOVE AM /PM at 303- 234 -5933 NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0c , P> or�ilf.t ❑ No one available for inspection: Time q;/4 AM /PM € Re- Inspection required: Yes 0 E. * When corrections have been made, caii for re- inspection at 303 -234 -5933 i.' Date: o e,/a1nj? Inspector: 4 `" DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 44 �-/ 4., ' G4 r— Job Address: 79 ae? ' Vele �l A � Permit Number: R G6:� 9-6 ❑ 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: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address: �9 Permit Number: (i _ lid ✓`JLP /i%(G -L.. l� /X� !. / ,F Yrf r f- c. ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes /No/ When corrections have been ma a cali;tor re- inspection at 303 - 234 -5933 ''ill Date: � D Inspector: li /r, /i i , DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE � �-j Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 43)5:,7, o )M �� .�,1vA Job Address: 7g72G „v • sfl 6 A" Permit Number: OF/_7o2/ S :11 !rs F'3 -/ ❑ No one available for inspection: Time AM /PM Re- Inspection required: Y No * When corrections have been made, call for re- inspection at 303 - 2345933 Date: Inspecto DO NOT REMOVE THIS NOTICE INSPECTION NOTICE Inspection Type: 9!5�� L Job Address: �144gQ 4 if pr4 a4z Permit Number: EE, ❑ No one available for inspection: Re-inspection required: Yes /�t * When corrections have been mad� l oe Date: Inspector) ETKA ff 1; MLA for re'Inspection at 303-234-5933 li ffhS NOTICE ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: PE1 Job Address: ~?2;W w • yY2-11 Z2g Permit Number: _ c2700,76 -c ~Vlx` 1✓ t U f f {Gr`nJrsLA itiy 4i% V uLr; ~ 2 r5 ❑ No one available for inspection: Time aO AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: 9',11Z~tJ9 Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:( ❑ 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: Qy Inspector. DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE ~-r Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: IVFF, Acir Job Address: _79'2e~ tea lyyz7 Az g Permit Number: t25T00,96 Spantr L/ 1 !a ram 1 aSAP,5f l .,%"r :Z E-57' a"'D I .1A9,0m yS r ❑ No one available for inspection: Time /'OS AM~ Re-Inspection required: cSje No *When corrections have been made, tali forge-inspection at 303-234-5933 Date: Z,g, cm`s?" Inspector: g r_ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type, ,/~y~€`~r~ Job Address:' Gam) °7` Permit Number: t' 0c ❑ 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: 64 ~ L . Inspector: er DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building kispection Division r (303) 234-5933 Inspection line (303) 235-2855 0f(ice • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Al.,u1+L. f fnc:7 ri.tJ L Job Address: 7z'? M r M 5 q L/ five Permit Number: 0 `Is 198 ❑ 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: /0-!Z - O Inspector ;Z DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge Commercial Electric PERMIT - 093198 PERMIT NO: 093198.` ISSUED.: 10/09/2009 JOB ADDRESS: 7920 W'. 44TH AVE EXPIRES: .04/07/2010 DESCRIPTION: Electrical for lights and recepticles in 4 exam. rooms **(CONTACTS owner 517/402-8167 TC Land LLC sub 303/366-4975 Mike Martin 02-0206 JM-Electric . Inc. gc 303/683-0099 02-1646 Waner Construction Company.. Inc PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0322 BLOCK/LOT#: b/ **FEE SUMMARY 'ESTIMATED :PROJECT ' VALUATION: 50.00 FEES Permit Fee 30.55 Total Valuation 00 Use Tax 90 TOTAL 31.45 Conditions:. Must comply. w/ 2003 IBC & 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, 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 l(I.B.C) and all other applicabl Wheat Ridge Ordinances, ` for work under this. permit. Plans subject to field inspection. Sig u e of contractor/owner date i. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to. the Zoning Regulations and Building Codes of wheat:. Ridge, Colorado or.. any other applicable 'ordinances of. the City.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or. abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year,:. full fees shall be paid for a.-new permit.. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-.four (24) hours in advance for'. all inspections and shall receive'.' written approval on inspection card before proceeding with successive phases of the job. 6 The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any, other ordinance, law,. rule or -regulation. All`plan v it subject to field inspections. Signature f C &f Building Official !.date INSPEZ ION 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. ~~oFW"E4T~o City of Wheat Ridge Building Division, Date: m 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan CO<ORP~O Inspection Line: 303-234-5933 Permit Building Permit Application Properiy Adtlreps \A/. < LI y~ Property Owner (please print): tc L.Ck,I X L-L-C Phone: ,5 I Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: ~/~/G (~EnS ~ P AC r) r tL\ ex t f ,c Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company:-,7y~~ F',.r tf;C Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Qaw ~0 v.~C r :n Construction Value: 8 (Description of wor'k~ (as calculated per the Building Valuation Data sheet) V v.ce.. %y~~' ~p k yr-e v~~. Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTORSIGNATURE OF UNDERSTANDING AND AGREEMENT hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate;. that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENT\ATIVE(of (OWNER) (CONTRA TOR) PRINT NAME: ~GCv,C~ rA >CGv a... SIGNATURE: y \f f~ Dater Page 1 of 1 Melissa Mackey From: Bill LaRow Sent: Sunday, September 27, 2009 10:59 AM To: Dave Brossman Cc: Melissa Mackey Subject: 7920 W. 44th ave. Hey Dave, I dropped of the letter from Aqueduct Engineering for the work out at 7920 W. 44th Ave. After talking to Jared (Prime Contractor) it sounds like they will be trying to get a CO next week. But before we issue a CO we need to get an Operations and Maintenance Agreement between the City and the Owner, and also we need an Operations and Maintenance Plan. I intended to bring the examples out to Jared on Thursday but my meeting out at Sandalwood took longer than expected. If you have any questions give me a call on my City cell. William C. LaRow III, PG, CHMM Stormwater Quality Program Manager City of Wheat Ridge Office Phone: 303-235-2871 Cell: 303-886-3670 Fax: 303-235-2857 9/28/2009 City of Wheat Ridge Commercial :Sign PERMIT - 092243 PERMIT NO: 092243 ISSUED: .09/11/2009 'JOB ADDRESS: 7920 W 44TH AVE EXPIRES: 03/10/2010 DESCRIPTION: One (1) Dbl face non-illumatedmonument sign.. CONTACTS owner 720/344-5466 Waller Construction gc 30.3/573-5500 Dian Kimpton 02-.1568 RMD.. SIGNS FRONT RANGE NEON PARCEL INFO ZONE CODE: C-1 USE: C-1 SUBDIVISION: 0322 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECTI VALUATION: 2,000.00. FEES Permit Fee 90.10 Plan Review Fee 58.57 Total Valuation .00 ~`)s s~G~ 4a~ ~?smlJ Use Tax 36.00 TOTAL 184.67 Comments: Conditions : ' - AT: Approved. Subject to field inspection I hereby certify that the setback distances proposed. by this permit. application are accurate, and do not violate applicable 'ordinances, rules. or regulations of.. the City of Wheat Ridge or .covenants,. easements or. restrictions. of record; that all ..measurements shown, and allegations made are accurate;. that I have read and agree to abide by all conditions printed on this application' and that 4'assume full responsibility for. compliance with the Wheat Ridge Building Code..(I.B.C) and all other applicable 'Whe Ridge Ordin as, or work under this permit. Plans subject to field inspection.. Signatur of co. '6ractor own ate 1.. This permit was issued in accordance with. the provisions set forth in your application and is subject to the. laws of the .`State. of Colorado and to the Zoning, Regulations and Building Codes: of Wheat Ridge, Colorado. or any other. applicable ordinances. of the city. 2. ..This permit shall expire 180 days.. from the issue date... Requests.. for... an extension must. be. received prior to. expiration -date. An extension may be granted at the discretion of the. Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally, required, provided no `.changes have been or will be made in the original plans. and. specifications and any. suspension or abandonment has not .:exceeded one .(1) year. If changes have been or if suspension or abandonment exceeds one (1).: year, full fees shall be paid for 'a. new, permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage. problem. 5. 'Contractor shall notify the Building Inspector twenty-four (24). hours in advance for all inspections and shall receive written approval on. inspection card before proceeding with successive phases of the, job. 6. The issuance. of a permit or the. approval of. drawings. and specifications shall not be construed to be a permit for, nor. an approval lo f, any, violation of the provisions of the. building codes or any other ordinance, law,.. rule or regulation. All plan r1 subject to field inspections. Y~ Signature Ch &f Building Official date INSPEC ION REQUEST LINE: (3.03)234-5933 ..BUILDING OFFICE: (303)235-2855` REQUESTS MUST BE MADE BY 3PM ANY -BUSINESS"-DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~oFw"E?'RO City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 coroR ao Inspection Line: 303-234-5933 Building Permit Application Date: Plan Permit PippertyAddress;; '9 2-p w, 44-Z ME7 Property Owner (please print):: Wp t, L C-* \K3 1 f::~1C\ I OI,,Jt Phone: 721 ~34-! - • 5 g tp tQ Mailing Address: (if different than property address) Address: ec!trJ<~~ 1F \O~ City, State, Zip: N tS~tLHVD ' =hWA. i c~ 8c \ z2 Contractor: ~ n Z5 NS , I W1 . Contractor License Phone: ,30°j - S'73 Sub Contractors`- Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): MLWJtAL NT 6i(~kN construction value: $ 2s p~ •OC~ Description of works (as calculated per the Building Valuation Data sheet) O N C U Cl V`~ }'C t i_L`, Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. - C/RLCE ONE:: (OWNE CONTRACTOR) or PERSONAL REPRESENT TIVE of (O NOR) o PRINT NAME: SIGNATURE: Date: 0 t TUBE SEALED T AND ALUMINUM SIGNAGE BOTTOM WITH N D5, BOTH SIDES FINISW Ai.l GRIND 5M09TH. A5TEN TO BE SELECTED TO AITy CONCEAL ED FROM A FULL RANGE ALUM CLIP ANGLES 4 5 OF PREMIUM COLORS TECH SCREWS. FIN154 To BE COPPER PENNY AI.1 (TYPICAL FOR ALL TUBES) ANDING ` Z E TRIM i r'tOOE f I ; ~ r TOIC>P,>t ~ tk~? to dn.r4 1 11 1 U D1 ' D ALUM, W, AVJ tME T ING ! k < _ V u..:v uYaJ. . S"'`mG.1.PrrcL.. 4ln fiLiv✓k "Wr w m,.~ir- 0.., i m+..brs O MATCH 1 zsx fim a a`" LEAST - h EM OVER MEMBRAN t_= - _ - - - MESH Two (Z) new sets of flat cut out aluminum graphics for one (1) D/F monument display (Scale: 1l, Graphics Specifications: Monument base & background: Produced & installed by others. Graphics: "Letters" to be 1/4" thick flat cut out aluminum painted dk. bronze Installation: All graphics to be stud mounted'/z"from stucco surface. All NM%l Certification PROJECT: TC LAND, LLC 7920 WEST 44TH AVENUE WHEAT RIDGE, COLORADO THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OFENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED THROUGHOUT THE REPORT. SUBMITTED & CERTIFIED BY: NEBB TAB FIRM: B & B BALANCING, INC. 8672 E. 148TH LANE THORNTON, CO 80602 (303) 655-7643 - PHONE (303) 655-7981 - FAX galanci- TAB SUPERVISOR: LARRY G. BARTLEY REG. NO. 3255 SIGNATURE: tAAAY G, SAATLEY CERTIFICATION DATE: 9/21/2009 3255 E~ ~rsrno Poc1iC ~~@ r B & B Balancing, Inc. - Certified Test, Adjust and Balance Report September 21, 2009 Project: TC Land, LLC Address 7920 West 44th Avenue - Wheat Ridge, Colorado Instruments Used: Alnor EBT-721 Capture Hood w/Digital Manometer, Velocity Matrix, Airfoil, and Humidity & Temperature Probes Serial # 90635001; Certification Date: 3/9/2009 Fluke 337 Digital Clampmeter Serial # 83707731; Certification Date: 3/4/2009 Omega Pocket Photo/Digital Tachometer Serial # 1823358; Certification Date: 3/9/2009 Prepared By: B & B Balancing, Inc. 8672 E. 148th Lane Thornton, CO 80602-5800 (303) 655-7643 -Phone (303) 655-7981 -Fax .0galancin r LARRY G. BARTLEY. CERTIFICATION 3255 Exp.Mil1o y 5 ~'a~'Ydronic SlS~~c~ B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land,. LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-07 Tested By: Eric Bowhay AREA: Test Date: September 19, 2009 Unit Manufacturer TRANS RTU-01 /Supply Fan Unit Model Number YFD210C3HBEAAE Motor Manufacturer Weg Unit Serial Number 919100717D Motor Frame 184T Unit Discharge Vertical/Down Motor HP 5 HP Unit Filter Quantity 2/4 Motor RPM 3475 RPM Unit Filter Size 20x 20 x 2/20 x 25 x 2 Motor Rated Volts 208 Volts ' Motor Phase 3 b~ t" ''~`s TQ~` ' a Motor FL Amps 16.6 Amps 11 ' ,M....: Motor Service. Factor 1.15 Total CFM Design 7000 CFM Total CFM Actual 7235 CFM , rT . r2 ~ r1 1 Outside Air CFM Design 1725 CFM Rk 111 s `Da ~a 12, NO Outside Air CFM Actual. 1778 CFM RTU-01 /Supply Fan Return Air CFM Design 5275 CFM... Motor Sheave Make Browning Return Air.CFM Actual 5457 CFM Motor Sheave Model i VL44 x 1 1/8 RTU-01 /Supply Fan Fan Sheave. Make Browning Fan RPM Design 1110 RPM Fan Sheave Model BK120 x.1 Fan RPM Actual 1119 RPM Number of Belts 1 Motor Volts 1 212 Volts Belt Size BX Motor Amps 1 13.00 Amps Sheave Center Line 19 3/4 in. Motor Amps 2 13.20 Amps Motor Amps3 13.70 Amps ` `t st P 4 r~~~ ..a~ Fan SP In Actual 0.87 in. we External SP In Actual 0.33 in. we External SP Out Actual 0.51 in. we Total SP 1.38 in. we Filter Pressure Drop w/Clg. coil in. wc. Cooling Coil Pressure Drop0.43 in. wc. *Notes RTU-01 19-Sep-09 Eric Bowhay VFD @ 60Hz RTU-01 21-Sep-09. Larry Bartley RTU balanced. w/ diversity per TMK @ Given & Assoc. B & B Balancing, Inc. Page I of 12 B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV--01 Tested By: Eric Bowhay AREA Test Date: September 18, 2009 ~F n"it D . 'try i U . Box Inlet Size 10 K. Factor 1.09 Manufacturer TRANE Model Number VCEF10DSEQH0 VAV Address VAV-01 DDC Address 68- Ul Max Design CFM 900 CFM Max Actual CFM 922 CFM Min Design CFM 300 CFM Min Actual CFM 313 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM .922 CFM Calibration Factor 1.09 Min Setpoint 295 CIg. Discharge S.P. N/Appl. in we Htg. Discharge S.P. N/Appl. in we Fan Speed N/Appl. RTU-01 / VA V-01 Supply Outlet Summary lJ'' c re if O Hype s, r - W , rehm T ? i ; . anon ` 3 , _ d s , Rgad ng Outlet-01 104 CD-C . ~ 10 121 „ , 101 330 398 n 334 Outlet-02 104 CD-C 10 118 102 330 389 338 Outlet-03 105 CD-B 8 105 104 240 253 250 k p"g ~ x922' a ...az. ME Xn"AUN * Notes B & B Balancing, Inc Page 2 of 12 B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC.. DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 / VAV-02 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 Box Inlet Size 10 K Factor 1.31 Manufacturer TRANE Model Number VCEFlODSEQHO VAV Address VAV-2 DDC Address 66 h festAa M N I Max Design CFM 900 CFM Max Actual CFM 909CFM Min Design CFM 350 CFM Min Actual CFM 349 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM 909 CFM Calibration Factor 1.31 Min Setpoint 344 Clg. Discharge S.P. N/Appl. in we Htg. Discharge S.P. N/Appl. inwc Fan Speed N/Appl. RTU-01 / VAV 02 Supply Outlet Summary IetTy w. ReaUmg ae dln~ ~ n.' Outlet-01 102 SAR-A 12 x 6 127 103 240 . 304 246 Outlet-02 102 SAR-A 12. x 6 136 91 240 326 218 Outlet-03 102 CD-B 8 135 107 200 270 214 Outlet-04 107 CD-B 8. 125 105 220 276 231 P/ i;o36 11 909 max' M * Notes B & B Balancing, Inc. Page 3 of 12 B B Bc lancingf, Inc. Roof Top Unit Report PROJECT: T.C. Land,. LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV-03 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 n f~ Box Inlet Size 6 K Factor 1.24 Manufacturer TRANE Model Number VCEF06DSEQHO VAV Address VAV-03 DDC Address 67 t` i Te~ ~➢ata t ~ ~ ~ ~ Max Design CFM 200 CFM Max Actual CFM 197 CFM Min Design. CFM 65 CFM. Min Actual CFM 66 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM197 CFM Calibration Factor 1.24 Min Setpoint 66 Clg. Discharge S.P. N/Appl. in we Htg. Discharge S.P.. N/Appl. in we Fan Speed N/Appl. RTU-01 / VAV-03 Supply Outlet Summary S 3 Unrt ` a S r O e Yp ze y }?t ^ l AS~e../ CvrAa a " en ' Design ` 3 Prelim, e 34- io De a ~o : , tteadin admg; z J3 ; Outlet 01 126 CD-B 8 282 108 50 , .tom 141 54 Outlet-02 127 CD-A 6 93 97 75 70 73 Outlet-03 - 128 CD-A 6 77 93 75 58 70 NEW ' .1 Z : 0 Notes B & 8 Balancing, Inc Page 4 of 12 B & B Balancing, In Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV-D4 Tested By: Eric Bowhay AREA Test Date: September 18, 2009 y g y Box Inlet Size 10 KFactor . 0.71 Manufacturer TRANE Model Number VCEF10DSEQH0 VAV Address VAV-04 DDC Address 68 r t1~~" O R% W .iat~ Max Design CFM 1000 CFM Max Actual CFM 1034 CFM Min Design CFM .400 CFM Min Actual CFM 398 CFM Reheat Design CFM. No Spec CFM Reheat Actual CFM 1034 CFM Calibration Factor 0.71 Min Setpoint 410 Clg. Discharge S.P. N/Appl. inwc Htg. Discharge.S.P. N/Appl. in we Fan Speed N/Appl. RTU-01 / VA V-04 Supply Outlet Summary * Notes i I B & B Balancing, Inc Page 5 of 12 lJ~nd r a'"Se < 1661 ~z''t`:., °r /{P Rha Preli trial ~ORZO ~-~D,gviatio ~adan9 : k flea i e~ ~ g , ~ . Outlet-01 143 SAR-A 14 x6 58 102 250 144 255 Outlet-02 143 SAR-A 14x6 72 108. 250 179 271 Outlet-03 143 SAR-A 14x6 64 108 250. 160 269 Outlet-04 .143 SAR-A 14x6 46 96 250 114 239 L B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land,.LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV-05 Tested By: Eric Bowhay AREA Test Date: September 18, 2009 Data'r~ Box Inlet Size 12 KFactor 0.97 Manufacturer TRANE Model Number VCEF12DSEQHO VAV Address VAV-05 DDC Address 69 M~ ~~~s Tes"~ata = Max Design CFM 1300 CFM Max Actual CFM 1311 CFM Min Design. CFM .430 CFM Min Actual CFM 428 CFM Reheat Design CFM. No Spec CFM Reheat Actual CFM 1311 CFM Calibration Factor 0.97 Min Setpoint 423 Clg. Discharge S.P. N/Appl. inwc Htg. DischargeS.P. N/Appl. inwc Fan Speed N/Appl. RTU-01 / VA V-05 Supply Outlet Summary ' / U m Outlet-01 re eCs 143. ype z SAR-A LxW§ Q 14x8 o'Prelur/a pvaetion 129 ip, a`I ho4" n 92 t' n t` ^,v 325 Prel + kid I 418 .~rip~l z 299 Outlet-02 143 SAR-A 14x8 154 108 325 499 350 Outlet-03 143 SAR-A 14x8 134 106 325 434 344 Outlet-04 .143 SAR-A 14x8 119 98 325 388 318 Y 134°)~'~ 13„11,.fi Notes B & B Balancing, Inc. Page 6 of 12 B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV--06 Tested By: Eric Bowhay AREA Test Date: September 18, 2009 - Box Inlet Size N 8 KFactor 1.19 Manufacturer TRANE Model Number VCEF08DSEQHO VAV Address VAV-06 DDC Address 70 Max Design CFM 500 CFM Max Actual CFM 487 CFM Min Design CFM 150 CFM Min Actual CFM 144 CFM Reheat Design CFM.. No Spec CFM Reheat Actual CFM 487 CFM Calibration Factor 1.19 Min Setpoint 158 Clg. Discharge S.P. N/Appl. in we Htg. Discharge S.P. N/Appl. in we Fan Speed N/Appl. RTU-017 VA V-06 Supply Outlet Summary Tnyyl7'i c ~~re" ed a " e't'Typ ze l.x "/£Preli s 'Final 0m, n C". `k;„ N mal ° ti q ~ ~ ~ Pa Pevreticn w Yratwn " ngK't, a~Rgs ~~tng~ _ , Outlet-01 146 CD-A 6 90 95 125 112 119 Outlet-02 145 CD-C 10 122 99 275 335 272 Outlet-03 142 CD-A 6 110 98 50 55 49 Outlet-04 141 CD-A 6 242 94 50 121 47 r~ x e/ 1~1 v or " Notes B & B Balancing, Inc. _ Page 7of 12 B B Balancing. Inc. Roof Top Unit Report PROJECT: T.C. Land,. LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 VA V-07 Tested By: Eric Bowhay AREA Test Date: September 18, 2009 Box Inlet Size 10 K Factor 1.25 Manufacturer TRANE Model Number VCEF10DSEQH0 VAV Address VAV-07 DDC Address 71 ~ 2 A k G 3 h:: Max Design CFM L 850 CFM Max Actual'CFM 851 CFM Min Design CFM .400 CFM Min Actual CFM 409 CFM Reheat Design CFM. No Spec CFM Reheat Actual CFM 851 CFM Calibration Factor 1.25 Min Setpoint 410 CIg. Discharge S.P. N/Appl. in we Htg. Discharge.S.P. N/Appl. inwc Fan Speed N/Appl. RTU-01 / VA V-07 Supply Outlet Summary x S Un"t w 'ff' ype W7 a`Prelim inaly A 9~ ,~nal ~ f~o. Dg~~tion ea'dm " Re an . . ~.~tW Outlet-01 109 CD-C 10 106 97 325 346 314 Outlet-02 109 CD-C 10 121 105 325 394 340 Outlet-03 115 CD-A 6 270 100 50 135 50 Outlet-04 .120 165 91 75 124 68 Outlet-05 114 111 105 75 83 79 ~ y 3 p k tals: :7' x` r `'a r o y vets. Q " s{ ~ ~ 1 082' f . , ..mss A , _ .~.3{, * Notes 8 & B Balancing, Inc Page 8 of 12 B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 / VAV-08 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 itDa d ~a ,R.. a ~r Box Inlet Size 10 K Factor 1.24 Manufacturer. TRANE Model Number VCEFIODSEOHO VAV Address VAV-8 DDC Address 72 N' V Max Design CFM 600 CFM Max Actual CFM 636 CFM Min Design. CFM .200 CFM Min Actual CFM 208 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM 636 CFM Calibration Factor 1.24 Min Setpoint 213 Cig. Discharge S.P. N/Appl. inwc Htg. Discharge S.P. N/Appl. in we Fan Speed N/Appl. RTU-01 / VA V-08 Supply Outlet Summary 41l YFe d, iD,,: ; Pe YVh r "/P s~gn 4' ' mI . ro,~ Outlet-01 CD-B 8 155 102 150 232 153 Outlet-02 CD-B 8 115 106 225 258 238 Outlet-03 CD-B 8 108 109 225 244 245 * Notes B & B Balancing, Inc. Page 9 of 12 B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 VA V-09 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 U bata „ Box Inlet Size 10 K Factor 1.29 Manufacturer TRANE Model Number VCEF10DSEQHO VAV Address VAV-09 DDC Address 73 'mot Max Design CFM 1100 CFM Max Actual CFM 1084 CFM Min Design CFM 400 CFM Min Actual CFM 407 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM 1084CFM Calibration Factor 1.29 Min Setpoint 410 Clg. Discharge S.P. N/App[. in we Htg. Discharge S.P.. N/Appl. in we Fan Speed N/Appl. RTU-01 / VA V-09 Supply Outlet Summary Sy to nit " ea ed ' ei F ~~Srz ' 1 i _ug' I'rn mal sign reinrt a € t at4oti ev aig ead~^g eadig eadmg Outlet 01 123 CD-A 6 233 103 75 175 77 Outlet-02 125 CD-B 8 158 94 140 221 131 Outlet-03 131 CD-B 8 173 101 140 242 142 Outlet-04 134 CD-A 6 175 101 75 131 76 Outlet-05 138 CD-A 6 216 106 50 108 53 Outlet-06 124 CD-A 6 46 102 50 23 51 Outlet-07 122 CD-B 8 96 91 250 239 227 Outlet-08 Hall CD-A 6 200 113 70 140 79 Outlet-09 CD-B 8 85 99 250 213 24S k_. Notes B & B Balancing,_ Inc. Page 10 of 12 B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: RTU-01 /VAV--10 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 h~i'._._: .im ,.°„"3 }3%... i gyp.; Box Inlet Size 6 K Factor 1.32 Manufacturer TRANE _ Model Number VCEF06DSEQHO VAV Address VAV-10 DDC Address 74 tai Dak y r Max Design CFM 400 CFM Max Actual CFM 402 CFM Min Design. CFM 130 CFM Min Actual CFM 132 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM .402 CFM Calibration Factor 1.32 Min Setpoint 132 Clg. Discharge S.P. N/Appl. in we Htg. Discharge S.P. N/Appl. in we Fan Speed N/Appl. RTU-01 / VAV-10 Supply Outlet Summary . sfenm~ i'A% erve. tlet T Sze L"` o1 ;Pie } D t " i 'ga } n Devia i Outlet-01 129 CD-B 8~ 128 94 130 1 166 mv.~ 122 2 Outlet-02 130 CD-B 8 135 101 135 182 136 Outlet-03 131 CD-B 8 135 107 135 182 144 Ob`$ tiSQ 492 :s:~. i,. ,zz . I * Notes B & B Balancing, Inc. Page 11 of 12 B B Balancing, Inc. Roof Top Unit Report PROJECT: T.C. Land, LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT., RTU-01 /VAV-11 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 r ' s stJ 5 +c tPata w ~'~s~~,. . _ Box Inlet Size 8 KFactor 1.24 Manufacturer TRANE Model Number VCEF08DSEOHO VAV Address VAV-08 DDC Address 75 R~ T2s ata Max Design CFM 720 CFM Max Actual CFM 716 CFM Min Design CFM250 CFM Min Actual CFM 255 CFM Reheat Design CFM No Spec CFM Reheat Actual CFM716 CFM Calibration Factor 1.24 Min Setpoint 252 Clg. Discharge S.P. N/Appl. in we Htg. Discharge S.P. N/Appl. in we Fan Speed N/Appl. RTU-01 / VA V-11 Supply Outlet Summary S,'s, Uhrt A^ aSef 'kOutle T pe KS"- -'W I $ "`hmr , rnat Preli aI Outlet-01 137 CD-A 6 104 " 105 85 s mwu.. 88 89 Outlet-02 136 CD-B 8 119 98 150 178 147 Outlet-03 135 CD-B 8 150 100 150 225 150 Outlet-04 133 CD-B 8 129 100 200 258 199 Outlet-05 132 CD-B 8 197 97 135 266 131 * Notes B & B Balancing, Inc - Page 12 of 12 B B Balancing, Inc. Fan Unit Report PROJECT: T.C. Land, LLC DATE: 9/21 /2009. LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: EF-01 Tested By: Eric Bowhay AREA: T est Date: Septem ber 19, 2009 Fan Manufacturer PennBarry Motor Rated Volts 115 Volts Fan Model Number DX08B Motor FL Amps 2.7 Amps Fan Serial Number E09VZ62190 Motor Phase 1 Motor RPM 1550 RPM Motor HP 1/4 HP Motor Manufacturer Facco Motor Volts 1 120 Volts Motor Frame Not Listed Motor Amps 1 2.00 Amps Motor Service Factor Not Listed Total CFM Design 200 CFM Total CFM Actual 217 CFM t r SP Out Actual N/AppL. in. we Fan RPM Design 858 RPM Motor Sheave Make Browning Fan RPM Actual 874 RPM Motor Sheave Model 1 VL34 x 1/2 SP In Actual 0.11 in. we Fan Sheave Make Browning Motor Amps 2 N/Appl. Amps Fan Sheave Model AK46 x 3/4. Motor Amps 3 N/Appl. Amps Number of Belts 1 B l S 41 240 i e t ize - n. Sheave Center Line 6 1/2 in. EF-01 Exhaust Inlet Summary zmtr M y p Serve N lel Type s e L>fW/ Mz . Fm@I v~ o x i P ehm~ ' ' FarA?a,..,w I r rikD , 7 A o DewOb Reailm~ F2gea n e «v.a m ti s., f a, Inlet-01 142 ER-A 6x6 171 107 100 171 107 Inlet-02 141 ER-A 6x6 .153 110 100. 153 110 ' F ~ S ~ 5 n + !,ks ~ o } 162 n fi ✓p ' 200 4 a^ ,t g ~ ?J7 , ,,,vM a . ~ r,,; , , _ ~ ..,.t ;s ° r Notes B & B Balancing, Inc. page 1 of3 B Ba la~ncingl, nc Fan Unit Report PROJECT: T.C. Land,.LLC DATE: 9/21/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: EF-02 Tested By: Eric Bowhay AREA: Test Date: September 19, 2009 ~ 3 ,G~ Data ~~'~r ~ ':~o ` ~~r' Motor , ~ -~rrr~ v, Fan Manufacturer PennBarry Motor Rated Volts 115Volts Fan Model Number DX08B Motor FL Amps 2.7 Amps Fan Serial Number E09VZ62232 Motor Phase 1 Motor RPM 1550 RPM 1 rr ~'~'~?°BK r i, ~St D"~ `'1 ~ '~~S' ~ MotorHP 1/4 HP fi. `;x~ ~ bw 6.~~r a65~_ n ,.ti .'2.rN/11 Motor Manufacturer Fasco Motor Volts 1 120 Volts Motor Frame Not Listed. Motor Amps 1 2.10 Amps Motor Service Factor Not Listed Total CFM Design 300 CFM Total CFM Actual 319 CFM a s,. I tiau r ` & ~ - B Data ' ` `iQ SP Out Actual 925 in. we s 's, a'{,.€u.. . V , ~ , sa,..','.n Fan RPM Design .904 RPM Motor Sheave.Make Browning Fan.RPM Actual 1.177 RPM Motor Sheave Model 1 VL34 x 1/2 SP In Actual 0.17 in.wc Fan Sheave Make Masks Motor Amps 2 N/Appl. Amps Fan Sheave Model AK44 x 3/4 Motor Amps 3 N/Appl. Amps Number of Belts 1 B lt Si AX21 i e ze n. Sheave Center Line 6 1/4 in. EF-02 Exhaust Inlet Summary Notes B & B Balancing, Inc Page 2 of3 m7Ur ea r ~OUfle <Sizel~* "/,"Preht n a % Des19n ' final r"- ~ , ' = l ' s' . ,.Y i ' " d ~ a f , a ,~D De iati o ion Reatln g mg Inlet-01 111 ER-A 6 x 6 145 108 100 145 108 Inlet-02 112 ER-A 6 x 6 140 104 100 140 104 Inlet-03 113 ER-A 6 x 6 156. 107 100 156 107 '"~c ~ o v z <5:~ " a~ ,.`~:..y, a~~ 14j / ~S `9~ a I 300 u a 319 }i ns. . .4 ..IE u} b f6-; dY3 E'. v tV„Y~. . ~ ,,3 lP..._ m ii , F af+,'-,~\ .x ~ rv5. .s rtv"S}'v' B Balancing, Inc. Fan Unit Report PROJECT: T.C. Land, LLC DATE: 9/2 1/2009 LOCATION: Wheat Ridge, CO CONTACT: Larry Bartley SYSTEM/UNIT: EF-03 Tested By: Eric Bowhay AREA: Test Date: September 18, 2009 r ` 13 ~iltS - o„9 d y Y Fan Manufacturer Penn Motor Rated Volts 115 Volts Fan Model Number SX085RC Motor FL Amps 1.8 Amps Fan Serial Number. E09VZ24951 Motor Phase 1 Motor RPM N/Access. RPM F Est Dot r q, ~ ~ Motor HP N/Access. HP Motor Manufacturer Fasco Motor Volts 1 120 Volts Motor Frame N/Access.. Motor Amps 1 0.70 Amps Motor Service Factor N/Access. Total CFM Design .110 CFM Total CFM Actual 110 CFM Sh " SP Out Actual 0.07 in.wc ~,si e 8 A~a Fan RPM Design N/Appl. RPM Motor Sheave Make Direct Drive Fan RPM Actual N/Access. RPM Motor Sheave Model Direct Drive SP In Actual 0.56 in, we Fan Sheave Make Direct Drive Motor Amps 2 N/Appl. Amps Fan Sheave Model Direct Drive Motor Amps 3. N/Appl. Amps Number of Belts Direct Drive ..Belt Size Direct Drive in. Sheave Center Line Direct Drive in. EF-03 Exhaust Inlet Summary r~S'"~3te mt a C~ fi Ty ~rze?. 'I~'~ i n~ ' ' D.B a ' P1;e F~' Inlet-01 - 145 ER-A 10 x 3.5 241 100 110 265h 110 BM - Tbtals r ` 10A% a0 ? 65~~ U ; * Notes B & B Balancing, Inc. - Page 3 of 3 1 1 - 511 Z_ O_ i UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNERS' EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ---------------- OR BY TELEPHONING ------ - - - - -- NOTE COORDINATE WITH OWNER FOR LOCATION OF SIGNAGE. �1 SUPPLEMENTAL HC PARKIN& 516N 3 HC PARKIN& 516N 1.0 1 = 1' -0" 1.0 1" = 1' -0" 4' - X 8 - 0 " 314" EXTERIOR PLYWOOD BOARD TO RECEIVE ONE COAT OF EXTERIOR GRADE PRIMER AND TWO COATS OF EXTERIOR GRADE ENAMEL. SIGN BACK AND POSTS PAINTED WHITE. AI —n ll LOCATION FOR EXTERIOR BUILDING RENDERING (CONTACT MARASCO t ASSOCIATES FOR RENDERING FILE) AI _3u 31_gu 08 -D0(O ZONE C1 T.C. LAND, LLC 7920 WEST 44TH AVE, �,�� WHEATRIDGE, CO 80033 MARASCO E ASSOCIATES, INC. FRONT YARD HEALTHCARE ARCHITECT5 AND CONSULTANTS SIDE YARD V-0" PER STORY REAR YARD 101-011 TOTAL, BLDG GROSS AREA - (EXCLUDING 1" TECH, ELEC, JAN., HALLWAYS RESTRI" IS): (o, q0q SF — (1, 536 SF) = 5 SF PARKING 475 LINCOLN STREET, SUITE 150 DENVER, CO 80203 PH, (303) 832 -2887 FAX: (303) 861 -0760 5, 373 / 150 = 36 STALLS T.C. LAND, LLC 4350 WADSWORTH BLVD, #350 WHEATRIDGE, COLORADO 80033 303.424.7572 TEL 303.424.1703 FAX CONSTRUCTION COMPANY ADDRESS #1 ADDRESS #2 CITY, STATE ZIP 4"X4" TREATED WOOD POSTS PAINTED GENERAL CONTRACTOR TO LOCATE CONSTRUCTION SIGN TO BE VISIBLE FROM MAIN STREET FRONTAGE ROAD. VERIFY LOCATION WITH CONSTRUCTION U REQUIREMENTS AND MOVE AS REQUIRED. U - 2 _'\ CONSTRUCTION SION 1.0 1/2" = 1' -0" 31KE OR , g313BL kNGE WALK ICHOR EXISTING - DRIVE WAY ENTRANCE 30' -0" SETBACK — IF BLDG 15 NOT HIGHER THAN 35' -0" 4 FRONT 15 LANDSCAPE EXCLUSIVELY V -0" BUILDING — SETBACK PER STORY MIN. LOT 4 \ KEOSK LLC REC. 2006107848 LOT 2 WEST SUBURBAN DENTAL COMPLEX OFFICE OWNERS ASSOCIATION INC. REC. 8611888q I: �-J ENCLOSURE 4 b 0 15' -0" LANDSCAPE 4 BUFFER (OPTIONAL IF V -0" BUFFER NOT USED) 4 12 4 — 4 M — — 4 4 Y oq 4 1 a — N — 138.00' 55q °4(x'04 "E 5' -0" PER STORY LANDSCAPE BUFFER. V -O" HIGH MATURE ®� �® LANDSCAPE BUFFER ASSOCIATED FLORISTS, INC. BK. 28g4, PG. 513 n SITE INFORM 08 -D0(O ZONE C1 SITE AREA 31 SF 0.73 ACRES YARD REQUIREMENTS FRONT YARD 501-011 SIDE YARD V-0" PER STORY REAR YARD 101-011 TOTAL, BLDG GROSS AREA - (EXCLUDING 1" TECH, ELEC, JAN., HALLWAYS RESTRI" IS): (o, q0q SF — (1, 536 SF) = 5 SF PARKING REQUIRED: 1 STALL PER 150 SF (GROSS) BUILDING AREA. 5, 373 / 150 = 36 STALLS PROVIDED = 3q STALLS STD STALL SIZE: = 8' -(0" X 18' - 0" LEGEND -- ---- -- PROPERTY LINE — -- — — — BUILDING SETBACK - - -E -- -E - - -E - - — E - UTILITIES /ELEC. - - -7 - - - T - - - T - - - T - UTILITIES /TELEPHONE - ----- W--- W - - - N- UTILITIES /WATER --- S--- S--- 5 - - -s- UTILITIES /SEWER - - - G - - —G - - - G - - - G - UTILITIES /GAS ORIGINAL SITE INFORMATION IS BASED ON INFORMATION FROM SURVEY PROVIDED BY JR ENGINEERING VIA EMAIL ON 03- 11 -08. NOTE: S> CIVIL DRAWINGS FOR SITE HANDICAP REQUIREMENTS. PROVIDE - INSTALL ALL REQUIRED COMPONENTS TO MEET LOCAL ACCESSibl!_ITY CODES. NOTE: ELECTRICAL DRAWINGS FOR SITE LIGHTING REQUIREMENTS WITH PHOTOCELL AND TIMECLOCK NOTE: LANDSCAPE DESIGNER TO COORDINATE THE LOCATION OF PLANTS, TREES AND GROUND COVER W/OWNER TO MEET ALL LOCAL LANDSCAPING REQUIREMENTS. NOTE: SEE CIVIL ENGINEER DRAWINGS FOR THE COORDINATION THE WATER DISCHARGE OF THE GUTTER t DOWNSPOUTS AND CONNECTION INTO THE UNDER GROUND STORM SEWER SYSTEM TO DISCHARGE INTO THE DETENTION AREAS. PRIMARY ROOF DRAINS FOR THE FLAT ROOF WILL ALSO NEED TO BE CONNECTED TO THE UNDERGROUND STORM SYSTEM. OVERFLOW DRAINS TO BE SURFACE DRAINED. NOTE: PROVIDE * INSTALL IRRIGATION * CONTROLS THROUGHOUT ALL THE LANDSCAPE AREAS. (SEE LANDSCAPE DRAWING NOTE: MLLTIPLE CHANGES OCCURED TO THE SITE PLAN TO RESOLVE THE COMMENTS IDENTIFIED BY THE CITY OF WHEAT RIDGE AND OTHER MODIFICATIONS. 1 a u 1 'Z 0 a"W�A MARASCO It ASSOC I ATES, INC I WEALTWCARE ARCWITECTS AND CONSULTANTS I 475 LINCOLN ST. SUITE 150 DENVER, COLORADO 80203 PH. (303) 832 -2887 FAX (303) 861 -0760 THESE DRAWINGS ARE THE SOLE AND EXPRE55 PROPERTY OF MARASCO # ASSOCIATES AND ARE FULLY PROTECTED UNDER THE COPYRIG1 -IT LAWS OF THE UNITED STATES OF AMERICA. ANY USE OF 7 PLANS OTHER THAN T04T AUTHORIZED BY MARASCO * ASSOCIATES IS EXPRESSLY FORBIDDEN. MARASCO 8 ASSOCIATES IS NOT RESPONSIBLE FOR ERRORS AND OMISSIONS WITHIN THESE DRAWINGS DUE TO UNFORESEEN CIRCUMSTANCES, ACTS OF GOD, OWNER REQUESTED CHANGES AFTER CONSTRUCTION HAS STARTED, OR FAILURE OF CONTRACTOR TO REQUEST PERTINENT INFORMATION PRIOR TO START OF CONSTRUCTION. THE USE OF THESE DOCUMENTS CONSTITUTES FULL ACCEPTANCE OF THESE TERMS AND CONDITIONS. Job TITLE T.G. LAND, LLC `S 4 7920 NEST 44TH AV E, NHEATRI DGE, COLORADO job no. 08 -D0(O date 09 -29 -08 revision 10 -24 -08 ADDENDUM #1 10 -24 -08 2 CITY REVISIONS 01-14- 4 REVISIO drawn by MGV, FL SHEET TITLE ISITE PLAN 11 MEMO ........... i .. ................. . ........ M_w SCALE: I W 1/20" = 1' -0" 0 5 10 20 40 DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE PROPERTY OF MARASCO * ASSOCIATES, INC. AND ARE TO BE SOLELY USED AS INSTRUMENTS OF SERVICE WITH RESPECT TO THIS PROJECT. MARASCO * ASSOCIATES, INC. RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. USE OR DUPLICATION OF DRAWINGS, SPECIFICATIONS OR RELATED DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF MARASCO $ ASSOCIATES, INC. NORTH SHEET NUMBER A1.0 /f_�f MOUNT 2 1/2" 1 BIKE RACK DETAIL 1.0 11 = 1i -oil PREFINISPED STANDING SEAM— ROOF SYSTEM OVER SELF - ADHESIVE " WEATHER GUARD" MEMBRANE. COLOR TO BE COPPER PENNY 5 1/8" x 12" GLU -LAM BEAM STAINED 4 SEALED ENGINEERED T it G DECKING STAINED * SEALED (SEE STRUCTURAL) STEEL PLATE/ SADDLE PRIMED- PAINTED (SEE STRUCTURAL) 1 1/2" E.I.F.S. OVER AIR /WATER- BARRI ER 3 "x6 "xi 116" ALUM RECT TUBE SEALED TOP AND BOTTOM WITP WELDS, GRIND SMOOTH. FASTEN TO WITP CONCEALED ALUM CLIP ANGLES * TECH SCREWS. FINISH TO BE COPPER PENNY (TYPICAL FOR ALL TUBES) 1 3/4 "x7 114" MICROLAM FASCIA — WRAPPED W/ PREFIN. ALUM. BREAK METAL PREFIN. STANDING SEAM EDGE — TRIM TO MATCH ROOF COLOR 3" x 3" x 3116" STEEL ANGLE PRIMED It PAINTED 2 "x2 "x3116 "x4" STEEL ANGLE @— GLU -LAM/ FASCIA CONNECTION. PRIMED * PAINTED PREFINISPED ALUM. END CAP W/ FASTENERS TO MATCH CAP COLOR @ ALL BEAM END LOCATIONS SEALANT it BACKER ROD AS —_ REQUIRED PREFINISHED ALUM. CAP — FLASHING * KEEPER W/ CONCEALED FASTENERS t SEALANT TO MATCH FLASHING COLOR 2x8 SUBSTRATE FRAME Wi 1/2"- EXT PLYWOOD TOP 5/8" EXTERIOR PLYWOOD -- 1 5/8" MTL FRAMING @ 16" O.C. ARCHITECTURAL CAST STONE SYSTEM OVER WATERPROOF MEMBRANE * DIAMOND MESH 3 5/8" MTL FRAMING @ 16" O.G. 3 5/8" MTL TRACK TOP 4 BOTTOM FINISHED GRADE-- - (SEE CIVIL) BACK FILL (SEE GEOTECH) CONCRETE FOUNDATION SYSTEM (SEE STRUCTURAL) O O SION SECTION N l v 1' -4" N 04 O i rn z v� PREFINISPED STANDING SEAM ROOF SYSTEM OVER SELF - ADHESIVE " WEATHER GUARD" MEMBRANE. COLOR TO BE COPPER PENNY PREFIN. STANDING SEAM EDGE TRIM TO MATCH ROOF COLOR 1 3/4 "x7 114" MICROLAM FASCIA WRAPPED W/ PREFIN. ALUM. BREAK METAL 2 "x2 "x3116 "x4" STEEL ANGLE @ — " - " " "- - -— ° GLU -LAM/ FASCIA CONNECTION. ° PRIMED 4 PAINTED - PREFINISPED ALUM. END CAP W/ FASTENERS TO MATCH CAP COLOR @ ALL BEAM END LOCATIONS 3" x 3" x 3116" STEEL ANGLE PRIMED * PAINTED ENGINEERED T * G DECKING STAINED 4 SEALED (SEE STRUCTURAL) - 5 1/8" x 12" GLU -LAM BEAM STAINED 4 SEALED _ STEEL PLATE/ SADDLE PRIMED -- - 4 PAINTED (SEE STRUCTURAL) - 1 1/2" E.I.F.S. OVER AIR /WATER BARRIER 5/8" EXTERIOR PLYWOOD ---- SEALANT * BACKER ROD AS REQUIRED PREFINISPED ALUM. CAP FLASHING * KEEPER W/ CONCEALED FASTENERS - SEALANT TO MATCH FLASHING 2 IIA 5 COLOR 2x8 SUBSTRATE FRAME W/ 1/2" EXT PLYWOOD TOP W O (I 5/8" EXTERIOR PLYOOD l ° l 5/8" MTL FRAMING @ 16" O.C.` a ll 1'-2` 3 7 3 5/8" MTL FRAMING @ 16" O.C. 3 5/6" MTL TRACK TOP BOTTOM ARCHITECTURAL CAST STONE SYSTEM OVER WATERPROOF MEMBRANE 4 DIAMOND MESH O l to ED STANDING SEAM TEM OVER ESIVE "WEATHER EME3RANE. COLOR TO R PENNY ED STANDING SEAM TO MATCH ROOF i/" MICROLAM 3 -0 RAPPED W/ ED. ALUM. BREAK 3/16" STEEL ANGLE PAINTED ED T $ G DECKING SEALED (SEE AL) - -- NDUIT THROUGH TO ELECTRICAL BOX RIOR SIGN I IGPTING " GLU -LAM BEAM SEALED A CONCEALED CONTROL REQUIRED RIOR PLYWOOD FRAMING @ 16" O.C. ED ALUM. CAP /CONGEALED S * SEALANT TO LOR c .S. OVER AIR /WATER L FRAMING @ 16" O.C. i BACKER ROD AS ED ALUM. FLASHING UP BEHIND EIFS ° URAL CAST SILL 1' -2 ° ANGLE AS REQ'D. BE SLECTED BY ° TO MATCH FASCIA ADJACENT MATERIAL O - -- ° ° ARCHITECTURAL CAST STONE -- - -- SYSTEM OVER WATERPROOF MEMBRANE* DIAMOND MESH ° ° _ GRADE ° ) ° a ll \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ \ / \y \ \/ // // / / \ / / /� / /� // ij� //x// �� /v _ \\ / \ \j� \ / / /� / /� /�� / /� / / \ / / /� / /� // T ECH) �! / /�A j / Y / / / /�A, / i\ \\x\ \ \ wv / / / / / / / / G j //� /j�i v / �j�� /A /j FOUNDATION SYSTEM UCTURAL) \ \j / \ \j / \ FINISHED GRADE (SEE CIVIL) 1" = i' -0" 7 3 "x6 "xl 116" ALUM RECT TUBE SEALED TOP AND BOTTOM WITH WELDS, GRIND SMOOTH. FASTEN TO WITP CONCEALED ALUM CLIP ANGLES 4 TECH SCREWS. FINISH TO BE COPPER PENNY (TYPICAL FOR ALL TUBES) PROVIDE CAST ALUMINUM SIGNAGE BOTH SIDES FINISH TO BE SELECTED FROM A FULL RANGE 5 OF PREMIUM COLORS 6 1- - I O i 12 ( 4 r l rn I O O ( 7 x 12" GLU -LAM O O ( I G W4" LJ I ! 1 a 3" G i' -2" 3" BEA STAINED t ° .1 ° a 5" 2 W4" ° - LL ___J Q a a ° SEA ED O ° a l i ° ° ° a � a ° ° a q ° ° 4 ° ° ° G ° ° a ° ° q O ° a ° a ° a ° ° ° a ° ° G a q ° a G a ° ° ° ° ° a ° < G a ° ° " E.I.F.S. OVER a ° G a ° \ \ �\ \ / / / Q q ° / / / / / / / / / / / / / / /� / / / /� // ° a \//\/ \ \ \ \ \ \ \ \ ° ° - \ \ AIR ° \ q G ° ° ° q a YES PHYSICIANS / VA/ / AA % VAjAAjAA�AjAAjA a a G q ° ° ° q ° ° ° ° % ° a ° q a \\ \\ \ ° ° 4 SION SECTION N l v 1' -4" N 04 O i rn z v� PREFINISPED STANDING SEAM ROOF SYSTEM OVER SELF - ADHESIVE " WEATHER GUARD" MEMBRANE. COLOR TO BE COPPER PENNY PREFIN. STANDING SEAM EDGE TRIM TO MATCH ROOF COLOR 1 3/4 "x7 114" MICROLAM FASCIA WRAPPED W/ PREFIN. ALUM. BREAK METAL 2 "x2 "x3116 "x4" STEEL ANGLE @ — " - " " "- - -— ° GLU -LAM/ FASCIA CONNECTION. ° PRIMED 4 PAINTED - PREFINISPED ALUM. END CAP W/ FASTENERS TO MATCH CAP COLOR @ ALL BEAM END LOCATIONS 3" x 3" x 3116" STEEL ANGLE PRIMED * PAINTED ENGINEERED T * G DECKING STAINED 4 SEALED (SEE STRUCTURAL) - 5 1/8" x 12" GLU -LAM BEAM STAINED 4 SEALED _ STEEL PLATE/ SADDLE PRIMED -- - 4 PAINTED (SEE STRUCTURAL) - 1 1/2" E.I.F.S. OVER AIR /WATER BARRIER 5/8" EXTERIOR PLYWOOD ---- SEALANT * BACKER ROD AS REQUIRED PREFINISPED ALUM. CAP FLASHING * KEEPER W/ CONCEALED FASTENERS - SEALANT TO MATCH FLASHING 2 IIA 5 COLOR 2x8 SUBSTRATE FRAME W/ 1/2" EXT PLYWOOD TOP W O (I 5/8" EXTERIOR PLYOOD l ° l 5/8" MTL FRAMING @ 16" O.C.` a ll 1'-2` 3 7 3 5/8" MTL FRAMING @ 16" O.C. 3 5/6" MTL TRACK TOP BOTTOM ARCHITECTURAL CAST STONE SYSTEM OVER WATERPROOF MEMBRANE 4 DIAMOND MESH O l to ED STANDING SEAM TEM OVER ESIVE "WEATHER EME3RANE. COLOR TO R PENNY ED STANDING SEAM TO MATCH ROOF i/" MICROLAM 3 -0 RAPPED W/ ED. ALUM. BREAK 3/16" STEEL ANGLE PAINTED ED T $ G DECKING SEALED (SEE AL) - -- NDUIT THROUGH TO ELECTRICAL BOX RIOR SIGN I IGPTING " GLU -LAM BEAM SEALED A CONCEALED CONTROL REQUIRED RIOR PLYWOOD FRAMING @ 16" O.C. ED ALUM. CAP /CONGEALED S * SEALANT TO LOR c .S. OVER AIR /WATER L FRAMING @ 16" O.C. i BACKER ROD AS ED ALUM. FLASHING UP BEHIND EIFS ° URAL CAST SILL 1' -2 ° ANGLE AS REQ'D. BE SLECTED BY ° TO MATCH FASCIA ADJACENT MATERIAL O - -- ° ° ARCHITECTURAL CAST STONE -- - -- SYSTEM OVER WATERPROOF MEMBRANE* DIAMOND MESH ° ° _ GRADE ° ) ° a ll \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ \ / \y \ \/ // // / / \ / / /� / /� // ij� //x// �� /v _ \\ / \ \j� \ / / /� / /� /�� / /� / / \ / / /� / /� // T ECH) �! / /�A j / Y / / / /�A, / i\ \\x\ \ \ wv / / / / / / / / G j //� /j�i v / �j�� /A /j FOUNDATION SYSTEM UCTURAL) \ \j / \ \j / \ FINISHED GRADE (SEE CIVIL) 1" = i' -0" 7 3 "x6 "xl 116" ALUM RECT TUBE SEALED TOP AND BOTTOM WITH WELDS, GRIND SMOOTH. FASTEN TO WITP CONCEALED ALUM CLIP ANGLES 4 TECH SCREWS. FINISH TO BE COPPER PENNY (TYPICAL FOR ALL TUBES) PROVIDE CAST ALUMINUM SIGNAGE BOTH SIDES FINISH TO BE SELECTED FROM A FULL RANGE 5 OF PREMIUM COLORS 6 916N ELEVATION 4 PLAN 1/2" = 1' -0" 3 5/8" MTL FRAMING @ i� 1 5/8" MTL FRAMING @ 16 ARCHITECTURAL CAST 51 SYSTEM OVER WATERPRC MEMBRANE * DIAMOND MI 5/8" EXTERIOR PLYWOOD SEALANT * BACKER ROD REQUIRED 3 "x6 "x1116" ALUM RECT TL SEALED TOP AND BOTTOI WITH WELDS, GRIND SMO FASTEN TO WITH CONCEA ALUM CLIP ANGLES 4 TEC SCREWS. FINISH TO BE COPPER PENNY (TYPICAL ALL TUBES) 916N PLAN DETAIL _ z PREFINISP EDGE TRI M COLOR 1 3/4" x 7 FASCIA W PREFINISP METAL 3" x 3" x PRIMED t ENGINEER STAINED t STRUCTUR ROUTE CO COLUMNS FOR EXTE 5 1/8" x 1 2 STAINED PROVIDE JOINT AS N 5/8" EXTE 1 5/8" MT L 6 516N SECTION STEEL PLATE/ SADDLE PRIMED It PAINTED (SE STRUCTURAL) PREFINISPED ALUM. CA FLASHING 4 KEEPER W/ CONCEALED FASTENERS SEALANT TO MATCP FL COLOR 1 1/2" E.I.F.S. OVER All; BARRIER 5/8" EXTERIOR PLYWOC SEALANT t BACKER RC REQU I RED 3 "x6 "x1/16" ALUM RECT SEALED TOP AND 507 WITH WELDS, GRIND Sr FASTEN TO WITH GONG. ALUM CLIP ANGLES 4 l SCREWS. FINISH TO BE COPPER PENNY (TYPIC; ALL TUBES) 5 1/8" x 12" GLU -LAM E STAINED 4 SEALED / \ 1/2" = 1' -0" 916N PLAN D ETAIL BACK FILL (SEE GEOTECP) CONCRETE FOUNDATION SYSTEM (SEE STRUCTURAL) FECTURAL CAST STONE M OVER WATERPROOF ;ANE 4 DIAMOND MESH IF GLU -LAM BEAM IF STANDING SEAM ROOF ETE FOUNDATION M STRUCTURAL) PREFINISP ROOF SYS SELF -ADP GUARD" M BE COPPE PREFINISH KEEPER IN FASTENER MATCH CO 1 1/2" E.I.F BARRIER 3 5/8" MT SEALANT REQUIRED PREFINISH EXTENDED ARCHITECT SUPPORT COLOR TO ARCHITEC T COLOR OR FINISHED (SEE CIVIL BACK FILL (SEE GEO CONCRETE (SEE STR 5 916N SECTION DRAWING5, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE PROPERTY OF MARASCO * ASSOCIATES, INC. AND ARE TO BE SOLELY USED AS INSTRUMENTS OF SERVICE WITH RESPECT TO THIS PROJECT. MARASCO 8 ASSOCIATES, INC. RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. USE OR DUPLICATION OF DRAWINGS, SPECIFICATIONS OR RELATED DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF MARASCO # ASSOCIATES, INC. MARASCO It ASSOCIATES, I HEALTHCARE ARCHITECTS AND CONSULTANTS 475 LINCOLN ST. SUITE 150 DENVER, COLORADO 80203 PH. (303) 832 -2887 FAX (303) 861 -07G0 THESE DRAWINGS ARE THE SOLE AND EXPRESS PROPERTY OF MARASCO 8 ASSOCIATES AND ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA, ANY USE OF THESE PLANS OTHER THAN THAT AUTHORIZED BY MARASCO # ASSOCIATES IS EXPRESSLY FORBIDDEN. MARASCO it ASSOCIATES !S NOT RESPONSIBLE FOR ERRORS AND OMISSIONS WITHIN THESE DRAWINGS DUE TO UNFORESEEN CIRCUMSTANCES, ACTS OF GOD, OWNER REQUESTED CHANGES AFTER CONSTRUCTION HAS STARTED, OR FAILURE OF CONTRACTOR TO REQUEST PERTINENT INFORMATION PRIOR TO START OF CONSTRUCTION. THE USE OF THESE DOCUMENTS CONSTITUTES FULL ACCEPTANCE OF THESE TERMS AND CONDITIONS. JOB TITLE T.C. LAND, LLC A l V/ ` J w \ N� 7120 NEST 44TP AV E, W4EATRI DGE, COLORADO SHEET TITLE SITE PLAN DETAILS S16N PLAN DETAIL 1/2" = 1' -0" \5 1/8" x 12" GLU -LAM ! 1 BEA STAINED t PEFIN. STANDING R SEA ED SEAM EDGE TRIM TO MATCH ROOF i 1/ " E.I.F.S. OVER COLOR AIR WATER BARRIER YES PHYSICIANS & SUR ,EONS TOM CA PBELL M.D. y - A1.1 LARRY UNDERWOOD M.D. -- PREFINISHED ALUM. MOUNTAIN VIEW CAP FLASHING t KEEPER W/ - OPTICAL CONCEALED FASTENERS SEALANT TO MATCH -- FLASHING COLOR — ARCHITECTURAL CAST STONE SYSTEM OVER - WATERPROOF MEMBRANE �� - _ - _ - A .1 ' -- 8 DIAMOND MESH FRONT VIEW- ELEVATION "A" SIDE VIEW 916N ELEVATION 4 PLAN 1/2" = 1' -0" 3 5/8" MTL FRAMING @ i� 1 5/8" MTL FRAMING @ 16 ARCHITECTURAL CAST 51 SYSTEM OVER WATERPRC MEMBRANE * DIAMOND MI 5/8" EXTERIOR PLYWOOD SEALANT * BACKER ROD REQUIRED 3 "x6 "x1116" ALUM RECT TL SEALED TOP AND BOTTOI WITH WELDS, GRIND SMO FASTEN TO WITH CONCEA ALUM CLIP ANGLES 4 TEC SCREWS. FINISH TO BE COPPER PENNY (TYPICAL ALL TUBES) 916N PLAN DETAIL _ z PREFINISP EDGE TRI M COLOR 1 3/4" x 7 FASCIA W PREFINISP METAL 3" x 3" x PRIMED t ENGINEER STAINED t STRUCTUR ROUTE CO COLUMNS FOR EXTE 5 1/8" x 1 2 STAINED PROVIDE JOINT AS N 5/8" EXTE 1 5/8" MT L 6 516N SECTION STEEL PLATE/ SADDLE PRIMED It PAINTED (SE STRUCTURAL) PREFINISPED ALUM. CA FLASHING 4 KEEPER W/ CONCEALED FASTENERS SEALANT TO MATCP FL COLOR 1 1/2" E.I.F.S. OVER All; BARRIER 5/8" EXTERIOR PLYWOC SEALANT t BACKER RC REQU I RED 3 "x6 "x1/16" ALUM RECT SEALED TOP AND 507 WITH WELDS, GRIND Sr FASTEN TO WITH GONG. ALUM CLIP ANGLES 4 l SCREWS. FINISH TO BE COPPER PENNY (TYPIC; ALL TUBES) 5 1/8" x 12" GLU -LAM E STAINED 4 SEALED / \ 1/2" = 1' -0" 916N PLAN D ETAIL BACK FILL (SEE GEOTECP) CONCRETE FOUNDATION SYSTEM (SEE STRUCTURAL) FECTURAL CAST STONE M OVER WATERPROOF ;ANE 4 DIAMOND MESH IF GLU -LAM BEAM IF STANDING SEAM ROOF ETE FOUNDATION M STRUCTURAL) PREFINISP ROOF SYS SELF -ADP GUARD" M BE COPPE PREFINISH KEEPER IN FASTENER MATCH CO 1 1/2" E.I.F BARRIER 3 5/8" MT SEALANT REQUIRED PREFINISH EXTENDED ARCHITECT SUPPORT COLOR TO ARCHITEC T COLOR OR FINISHED (SEE CIVIL BACK FILL (SEE GEO CONCRETE (SEE STR 5 916N SECTION DRAWING5, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE PROPERTY OF MARASCO * ASSOCIATES, INC. AND ARE TO BE SOLELY USED AS INSTRUMENTS OF SERVICE WITH RESPECT TO THIS PROJECT. MARASCO 8 ASSOCIATES, INC. RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. USE OR DUPLICATION OF DRAWINGS, SPECIFICATIONS OR RELATED DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF MARASCO # ASSOCIATES, INC. MARASCO It ASSOCIATES, I HEALTHCARE ARCHITECTS AND CONSULTANTS 475 LINCOLN ST. SUITE 150 DENVER, COLORADO 80203 PH. (303) 832 -2887 FAX (303) 861 -07G0 THESE DRAWINGS ARE THE SOLE AND EXPRESS PROPERTY OF MARASCO 8 ASSOCIATES AND ARE FULLY PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES OF AMERICA, ANY USE OF THESE PLANS OTHER THAN THAT AUTHORIZED BY MARASCO # ASSOCIATES IS EXPRESSLY FORBIDDEN. MARASCO it ASSOCIATES !S NOT RESPONSIBLE FOR ERRORS AND OMISSIONS WITHIN THESE DRAWINGS DUE TO UNFORESEEN CIRCUMSTANCES, ACTS OF GOD, OWNER REQUESTED CHANGES AFTER CONSTRUCTION HAS STARTED, OR FAILURE OF CONTRACTOR TO REQUEST PERTINENT INFORMATION PRIOR TO START OF CONSTRUCTION. THE USE OF THESE DOCUMENTS CONSTITUTES FULL ACCEPTANCE OF THESE TERMS AND CONDITIONS. JOB TITLE T.C. LAND, LLC A l V/ ` J w \ N� 7120 NEST 44TP AV E, W4EATRI DGE, COLORADO SHEET TITLE SITE PLAN DETAILS S16N PLAN DETAIL 1/2" = 1' -0" CERTIFICATE OF OCCUPANCY City%of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033" Permit# 090026 Issued: 10/07/09 Stipulations: Opthamologist Clinic 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: 7920 'W 44TH AVE Parcel Number: 39-233-02-008 Owner: TC Land LLC 7920 W' 44thr Ave Wheat Ridge CO $0033 Contractor; Waner Construction Company Inc 8950 Barrons Blvd., Unit 103 Highlands Ranch, CO 80.129 For the "Following Purpose: Commerical NEW Codes Editions NO change shall .be made in the USE of t!°2003 ICC/2005 NEC this"building"without prior notice" 2003.ICC/2002 NEC and a new Certificate of Occupancy 1997 UBC/2002 NEC from the City of Wheat Ridg, Sprinkler by tem "f ""B P ing"Inspector Zo g Adm n'strator 'i CE z COMMERCIAL: OCCUPAN( R OF-, ~ROTl~ IES CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 090026 Issued: 10/07/09 Stipulations: Opthamologist Clinic 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 1 located and may be occupied. All other licensing requirements for the City must be met. I Site Address: 7920 W 44TH AVE Parcel Number: 39-233-02-008 Owner: TC Cana LLC 7920 ;W 44th Ave. Wheat Ridge CO 80033 Contractor: Waner Construction Company Inc 8950 Barrons Blvd., Unit 103 Highlands Ranch,' CO 80129 For the Following Purpose: Commerical NEW Co e 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 Occupancy 1997, l 002 NEC from the:City of Wheat Ridge,.' Sprinkkle'r er System C i'-f B ilding'Tnspector Zo ng mi istrato- CER FICATE'MUST BE POSTED BY FRONT DOOR, 'OF QOMMERCIAL;"OCCUPANCIES 10/07/09 09:11:38 City of Wheat Ridge Page 1 bp701-ls PERMIT INFORMATION - 090026 mmackey PERMIT INFORMATION: Permit#: 090026 Permit Type: Commerical NEW Permit DC 01/15/2009 Expires: 09/30/2009 LAND PARCEL IN] Zone Cd Funct Use Subdivision Cant Type Legal ORMATION: Unassigned Unassigned CHARLES GRAUL JR MIN Miscellaneous JOE DESCRIPTION: 6761 sq It doctor's office Address: 7920 W 44TH AVE Parcel Cd: 39-233-02-008 OWNER: TC Cana LLC Address: 7920 W 44th Ave City/St/Zip: Wheat Ridge CO 80033 DU: 1 Last Zone Dt: Annex Dt: Lot: Block No: 0 SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 FEES QTY DOE PAID: Permit Fee 829,425.45 6,243.35 6,243.35 Plan Review Fee .00 3,985.87 3,985.87 Plan Review Addtiona .00 72.31 72.31 Total Valuation 829,425.45 .00 .00 Use Tax 829,425.45 14,929.66 14,929.66 25,231.19 25,231.19 CONTACTS: owner TC Cana LLC 7920 W 44th Ave Wheat Ridge CO 80033 3034247572 gc CL1 Waner Construction Company Inc 8950 Barrons Blvd., Unit 103 Highlands Ranch, CO 80129 3036830099 sub CL8 MAI Mechanical Corp. John Mai 4875 Pontiac St. Commerce City, CO 80022 3032899866 sub CIA JM Electric Inc. Mike Martin 700 Billings Unit R Aurora, CO 80011 3033664975 sub CL9 Frontier Mechanical, Inc. Mike Morris 2771 W. Mansfield Ave Englewood, CO 80110 3038065400 PARCEL INFORMATION: 10 Structure Type RANC 20 Year Built 0 30 Property Type RESID PERMIT CONDITIONS: JS: Approved with red line notes. Subject to field inspections. DFB: Drainage certificate will be required prior to C/O. Call for inspection from Public Works at 303-225-2861 prior to infiltration bed fabric placement. JH: Per approved landscape plan and approved photometric plan. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 07/31/09 Mike vandal dropped off plans for electrical changes. Given to JS for review. 02/24/09 Thomas Campbell was in to pay permit fees and ask about Water Construction license. He was told they were not expired and that they were current. The company is current 02/24/09 Cont... with Public Works not the building department. 01/15/09 CREATED FROM APPL# 08-0378 01/14/09 ON: Ok per. revised landscape plan submitted 1.12.09. All planning requirements met. 01106109 DFB: Drainage certificate will be required prior to C/O. Call for inspection from PW at 303-235-2861 prior to infiltration bed fabric placement. See attached sheets. 10/07/09 09:11:38 City of Wheat Ridge Page 2 bp701-1s PERMIT INFORMATION - 090026 mmackey 11/19/08 JH: Comments to applicant for 2nd submittal. Need new photometric report + likely revisions to landscape plan per PW. 11/12/08 Given to JH for review 10/30/08 JS: Approved with red line notes pending PW and Planning approvals. 10/02/08 1 set given to JS, 1 set given to DEB, and one set given to JH for review INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 CEG ;COncrete Encased Ord 02-1646 04/06/09 no CCI 04/07/09 04/07/09 COMPLETE 2 cou :COUrtesy 04/22/09 no kc 04/22/09 04/22/09 COMPLETE 3 PUG :Plumbing Underground 02-1264 04/23/09 no KC 04/24/09 04/24/09 PARTIAL 4 pug :Plumbing Underground 04/29/09 no kc 04/29/09 04/29/09 COMPLETE 5 EUG :Electrical Undergrd. 02-0206 04/30/09 no MV 05/01/09 05/01/09 PARTIAL 6 EUG : Electrical Undergrd. 02-0206 05/05/09 no MV 05/07/09 05/07/09 COMPLETE 7 SHE ;Sheathing/Sheer Insp 02-1646 06/05/09 no KC 06/08/09 06/08/09 INCOMPLETE 8 SHE :Sheathing/Sheer Insp 02-1646 06/08/09 no KC 06/10/09 06/10/09 PARTIAL 9 FRI :Framing Rough Insp. 02-1646 06/10/09 no RC 06/11/09 06111109 PARTIAL 10 SHE :Sheathing/Sheer Insp 02-1646 06111109 no KC 06/12/09 06/12/09 COMPLETE 11 cou :000rtesy 02-1646 06111109 no KC 06/12/09 06/12/09 COMPLETE 12 FRI :Framin, Rough Insp. 02-1646 06/15/09 no KC 06/16/09 06/16/09 PARTIAL 13 MLS :Mesh/stucco/lath 02-1646 06/17/09 no KC 06/17/09 06/17/09 PARTIAL 14 FRI :Framing Rough Insp. 02-1646 06/18/09 no KC 06/19/09 06/19/09 PARTIAL 15 MID :Midroof Insp. 02-1646 06/18/09 no KC 06/19/09 06119109 PARTIAL 16 MLS :Mesh/stucco/lath 02-1646 06/24/09 no KC 06/25/09 06/25/09 PARTIAL 17 PRI :Plumbing Rough Insp. 02-1264 07/10/09 no KC 07/13/09 07/13/09 COMPLETE 18 FRI :Framing Rough Insp. 02-1646 07/10/09 no KC 07/13/09 07/13/09 INCOMPLETE 19; MRI ;MechaniCal Rough Ins 01-8317 07/10/09 no KC 07/13/09 07/13/09 COMPLETE 20 GAS :Gasline Inspection 01-8317 07/10/09 no KC 07/13/09 07/13/09 COMPLETE 21 ERI :Electrical Rough Ins 02-0206 07/10/09 no my 07/13/09 - 07/13/09 PARTIAL 22 FRI :Framing Rough Insp. 02-1646 07/15/09 no KC 07/16/09 07/16/09 PARTIAL 23 INS :Insulation 02-1646 07/17/09 no KC 07/20/09 07/20/09 PARTIAL 24 ERI :Electrical Rough Ins 02-0206 07/21/09 no MV 07/22/09 07/22/09 PARTIAL 25 FRI :Framing Rough Insp. 02-1646 07/21/09 no KC 07/22/09 07/22/09 COMPLETE 26 MID :Midroof Insp. 02-1646 07/23/09 no CCI 07/24/09 07/24/09 INCOMPLETE 27 ERI :Electrical Rough Ins 02-0206 07/23/09 no MV 07/24/09 07/24/09 PARTIAL 28 DWS :Drywall screw/nail 02-1646 07/28/09 no KC 07/29/09 07/29/09 PARTIAL 29 ERI :Electrical Rough Ins 02-0206 07/28/09 no MV 07/29/09 07/29/09 PARTIAL 30 DWS :Drywall screw/nail 02-1646 07/29/09 no KC 07/30/09 07/30/09 PARTIAL 31 DWS :Drywall screw/nail 02-1646 08/05/09 no CCI 08/06/09 08/06/09 COMPLETE 32 MID :Midroof Insp. 02-1646 08/05/09 no CCI 08/06/09 08/06/09 COMPLETE 33 INS :Insulation 02-1646 08/05/09 no CCI 08/06/09 08/06/09 COMPLETE 34 DWS :Drywall screw/nail 02-1646 08/12/09 no KC 08/13/09 08/13/09 COMPLETE 35 MLS :Mesh/stucco/lath 02-1646 08/14/09 no KC 08/17/09 08/17/09 INCOMPLETE 36 EMR :Elec Service - EMR 02-0206 08/21/09 no MV 08/24/09 08/24/09 COMPLETE 37 MRI :Mechanical Rough Ins 01-8317 08/27/09 no CCI 08/28/09 08/28/09 COMPLETE 38 MLS :Mesh/stucco/lath 02-0206 08/27/09 n0 CCI 08/28/09 08/28/09 COMPLETE 39 MRI :Mechanical Rough Ins 01-8317 08/31/09 no KC 09/01/09 09/01/09 COMPLETE 40 ERI: Electrical Rough Ins 02-0206 08/31/09 no MV 09/01/09 09/01/09 COMPLETE 41 ROF: ROOf Inspection 02-1646 09116109 no kc 09/17/09 09/17/09 INCOMPLETE 42 MFI: Mechanical Final 01-8317 09/16/09 no kc 09/17/09 09/17/09 INCOMPLETE 43 PFI: Plumbing Final Insp 02-1264 09/16/09 no kc 09/17/09 09/17/09 INCOMPLETE 44 MFI: Mechanical Final 09/22/09 no KC 09/23/09 09/23/09 COMPLETE 45 PFI: Plumbing Final Inap 09/22/09 no KC 09/23/09 09/23/09 INCOMPLETE 46 EFI: Electrical Final Ins 09/22/09 no CCI 09/24/09 09/24/09 INCOMPLETE 47 bfi: BUilding Final Inap 09/23/09 no kc 09/24/09 09/24/09 INCOMPLETE 10/07/09 09:11:38 City of Wheat Ridge Page 3 bp701-la PERMIT INFORMATION - 090026 mmackey 48 pfi :Plumbing Final Insp 09/23/09 no kc 09/24/09 09/24/09 COMPLETE 49 efi :Electrical Final Ins 09/24/09 no cci 09/25/09 09/25/09 PARTIAL 50 1fi :Landscaping Final 09/28/09 no at 09/29/09 09/29/09 INCOMPLETE 51 PWF :Public Works Final 09/28/09 no dfb 09/29/09 52 LFI :Landscaping Final 02-1646 09/29/09 no AT 09/30/09 09/30/09 COMPLETE 53 rof :ROOf Inspection 09/30/09 no KC 10/01/09 10/01/09 INCOMPLETE 54 BPI :Building Final Insp 09/30/09 no KC 10/01/09 10/01/09 INCOMPLETE 55 BFI ;Building Final Insp 02-1646 10/06/09 no CCI 10/07/09 t• Advanced 1550 W Beth py+ Wvu,^i river, ;,n SUfJ?t Phon. 3ti --r,:. 55o Far: ';fG 4 ..'t htrT Backnow BACK LOW PREVENTION ASSEMBLY TEST AND NUUNTENAINCE REPORT DNater District/Authority: _ j Meter/Account No.: Test No.: Service Name: I ^ 2 A Service Andress: y 1 7/ - 77 r -Avz ✓ %6 ? = Contact Person Name. Title, & Phone f "vl Owner/Meznt Co/Contr'ptor: Contact Person: Gf l Existing ❑ Replacement For: Use:t ContainnientlEr, Isolation ❑ Domestic Fire ❑ Irrigation 0 Process 0 Assembly Type: RP x~ DC ❑ PVB ❑ Other: Orientation: Horizosrtal Vertical ❑ ivIf~.: t Model No,: Size: Serial No.: Location: Pek'W,r7 &Tekq'?C Assembly Mechanical Test: Passed T2 Failed ❑ if mechanical test fails, the Water Purveyor/Authority must be notified immediately and repairs made as soon as possible. Alarm Company/Fire Department notification: _ Turn Off Date: Time: Turn On Date: Time: Technician certifies this assembly has been tested in accordance with ABP A Procedures Tester Narne: Scott L Cjaff pb Il ABPA Certification No.: 06-00020 Expires. June 30", 2012 Tester Sisrrat rw- E -Zz r c w - ___.t Test Date: ~d jl r Time : Tester Phone Num er: 303-427-5556 Test GZge: Barton Gauge Re-Ceri Date. October 13th, 2009 Owner or Agent Signature: X Siunahn-e indicates verification by Signer that isolation valves were returned to pre-test orientation ORIENTATION OF: 9i3Vt ~i,V9L IlBPARTL'RE .80V~:~,}2RIVALLDEP:~$}2fMIE - IdREN 7 (/(PENN J PY77 CLOSED ~1Wl ES3 CLOSED CLOSED l 5~ dvasi>~` d C tt-Wed eackftesr r re.- n Repair & Xhvtaf8atsan - ia:~ W 9Gth A•re. YJe,tmr, .;er, Co isofM x iz:. 5~6 E Ix: -T17-4,V Bac*flaw ACKFLOW PREVENTION ASSEMBLY TEST AND IMAIN T Ei l_`~APd E REPORT 'Water DistrictiAuthority: _ Metet;JAccount No.:_ - Test No.: Semoe Name: Sennice Address r Contact Person Name. Title. & Phone 4: Owner/Ivigmt Co/Contractor: Contact Person: Nets+C1 Existing ❑ Replacement For: i Use: Containment Cif Isolation ❑ Domestic ❑ Fire ❑ Irrigation ' Process Assembly Type: RP ❑ DC © PVB Z Other: Orientation: Horizontal` Vertical Fc c G'"_fi` S~~ AI_~.._ Model No.: { Size:Y XSerial No.: ey r F Location: r t.,.F./ ~r~Y-;ay pE2meT.A~ e'arX~, Assembly 1Yaech meal Test: Passed E mechanical test fails. the Water Puhveyox:iAuthority must be notified imme Alm,m Company/.Fire Department notifictaiiow Tarn Off Date: Time: Failed El and repairs made as soon as possible. Turn On Date: Technician certifies this assembly has been tested iii accordance vdth ABPA Procedure, Tester Nara Scott L C azilpbell . ABP A Cettitication No,: 06-00020 Expires: June 30"' 101) !'ester5ranafure'"" w r Test Date: Time tester Phone Number: 303-4227-5506 Test Gauge: Barton 2246 Gauge~e-CetDDatee: October 13th, 2009 Owner or Agent Signatanre:` X Signature indicates verification by Signer that isolation valves were re caned fo tn•a-test Mi ntfaPiot: ORIENTATION Of! SO VI=Y-.~I~IS':~L D~EP~ii~"£d.i3tLt SL lvl, P.t, ARRI-VAL DEP.AkT1;LE FE~*$,- --~GPE i OPEN._7- PNtitsI _ CLOSED CLOSED - CLOSED CLOSED.___.. 9_ , CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: I7WS - dJAR72,f4 Job Address: 77,*9 re-,. YIK771 9 Permit Number: i t El No one available for inspection: Time AM/PM f Re-Inspection required: Yes No When corrections have been made, call for re-Inspection at 303-234-5933 Date: 3 a Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: r)lxl s - ( Z-,rr/ Job Address: bra Gr:~ Permit Number: I F; i ❑ No one available for inspection: Time s `!S AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: 7~g Inspector: DO NOT REMOVE THIS NOTICE i, " ' ' ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: ~P, Permit Number: IQ El No one available for inspection: ime AM/PM Re-Inspection required: Yes M When corrections have been made, calf or reJ spection at 303-234-5933 Date: ~ Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: _75~ZO c..r-,-7 Permit Number: U)®G 2 e~~ ,V ca -I -FS ❑ No one available for inspection: Time AM/PM Re-Inspection required: No K When corrections have been made, call for re-inspection at 303-234-5933 f Date: = Inspector DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: d.~"✓~~~Ar Job Address: f d Lrf Permit Number: n ❑ No one available for inspection u ime AM/PM Re-Inspection required: Yes (111 "When corrections have been mada,A Date: Inspector: DO NOT REMOV at 303-234-5933 NOTICE ♦ i CITY OF WHEAT RIDGE r4000or ung nspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: r ~4_, ~ Job Address: y~~ olz Permit Number: ❑ No one available for inspection Time AM/PM Re-Inspection required: Yes/ o /J *When corrections have been ma ai for r inspect/on at 303-234-5933 Date: 40, Inspector: DO NOT REMOVE IS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: rk47nf - lWr/As Job Address: 77,;1,9 w. Vii'. cg Permit Number: &916V24 G~~~tOLf7`F~ ❑ 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: /Z/.Ag4, inspector: f- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 00ly fRF, AW, 2-A9 Job Address: ~ ,6 W, M cif Permit Number: 97pau Ad AV A~nyra~llr) 2 iF' elll ~l~sTi ✓ > . Ws-F 1.1EAfl4 3r&ra CV A7- 4;~f1 his c7. ;t-Op o m Pare 1J~c?! by Hots .£rs.~!/s i g - J"G mr f i E* 5? O/l dam! f r.~ ~,yy4:a~ - 9P~ Zf5r.I,A8a 7957- - g;J ❑ 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: l Inspect DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE ~-j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: r= -tea e_ Job Address: IYZ-0 14,1 Permit Number: J Zee2 4 ❑ No one available for inspection:',;iMe AM/PM Re-Inspection required: Yes jNq *When corrections have been mad da fqr, re 'nspectlon at 303-234-5933 Date: ` Inspector: 11114) I/ VV DO NOT REMOV T HIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ia_s1a2rfa Job Address: 7! 2z~ e,a . yvz~y Permit Number: pg,-20al A;12 'Nf 4- 9.4-u.~. 4t,.y ✓tsiaY//l ❑ No one available for inspection: Time a AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 Date:. Inspector: r i DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: 7 V&vX;g X4 Permit Number: ❑ No one available for inspection: Time 4,;2 r p~n AM/PM t Re-Inspection required: Yes No When corrections have been made, calf for re-inspection at 303-2345933 Date: LIZ 9'lo!2 Inspector: DO NOT REMOVE THIS NOTICE 1T1~4~74L;C~~.?~KF.r 1~?7~/h,1fJ ~ t✓/611~. 4.-.C i'b /~lw/~ 19 K Z-Z,r !1_set 4- La'/ahJ /~llst.~ ° C~6C aw ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: FAAfn - A.4K2y,+Z.. Job Address: 717.2o s . V9,77/ M5 5 Permit Number: _c;~tx~2~ t ❑ No one available for inspection: Time .SAM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: t1ia.1a57 Inspector: T' DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: E~ Job Address: 77.70 e,,', YV7W ✓ V6 Permit Number: /_z*7V 2~UJ~Y 7At ~°6¢,~~c~yf -".✓Ciide~ ✓ ;G!L.iC.e FJsS'/t~cr L~umP Dr.1i S - ~`'/6~c~1ifUC~u.~! -®f=r ❑ No one available for inspection: Time `l AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Ile, Date: 6111105;' Inspector: DO NOT REMOVE THIS NOTICE X1141 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: *01AF7- Job Address/Permit Number: 7F'39„o. Yt1;w,.,Ay0. ogvo.20 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Ao When corrections have been made, call for re-inspection at 303-234-5933 Date: _4~W8/,0,7 Inspector. DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE , Inspection Type: Z_15_, 2:zw, Job Address: O~q~s>~~A A- Permit Number: Jj fG-"v ZV~ ❑ No one available for inspection Time AM/PM Re-Inspection required: Yes I *When corrections have been mad , V for ,In pection at 303-234-5933 G) Inspector: Date: s DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE r Bung Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: i,_117 t4Ae Job Address: ~~19 C/ Permit Number: ❑ No one available for inspectiionj. Mme AM/PM Re-Inspection required: Yes When corrections have been made c~H f r re-inspection at 303-234-5933 i Date: Inspector I 1 U' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: P(-;6 Job Address: 2fr2 ter. lfi 1 r Permit Number: ®a"°C> L"s'v. d iJi G 77.E H?_ 7-15 / w' ..:aft ❑ No one available for inspection: Time l% /S AM/PM Re-Inspection required: Yes .No "When corrections have been made, call forg~e-inspection at 303-234-5933 Date: Inspectorr j~ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: 9,2 0 /7h_ Permit Number: v -a rr ❑ 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: Inspector: f` DO NOT REMOVE THIS NOT t FEE SUMMARY ESTIMATED :PROJECT VALUATION: 829,425.45 FEES Permit Fee. 6,243.35 R[I Plan Review Fee 3,985.87 Plan Review Addt Iona 72.31 v Total Valuation .00 r4v;, Use Tax 14,929.66 s **'TOTAL 25;231.19.` Conditions:, JS: Approved with red line: notes. Subject to field inspections. ' ' DFB Drainage certificate will be :required prior to C/O. -Call for inspection from Public works at 303-225-2861 prior to infiltration bed fabric placement.' JH: Per approved landscape plan and approved photometric plan. ' 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 y measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this ` application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I B C) and all other i, applicable eat Ridge Ordinances, for work under this permit. Plans subject to field inspection Signa?JT a of contractor/owner date aY~ 1. This permit was issued'. in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2, This permit shall expire 180 days from the issue date Requests for an extension must be received prior to expiration' date. An extension may be granted at the discretion of the Building Official. 3 If this permit expires_ a new permit may be acquired for a fee of one-half the amount :normally required, provided no ry, changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the lob. i 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 e provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject t i inspections. Signature of Chief Building fi 1 date INSPECTION REQUEST INE: (303)234-5933 BUILDING OFFICE: (303).235-2855 ` REQUESTS MUST BE MADE BY 3PM ANY BUSINESS 'DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY:. aeW"~9pg City of Wheat Ridge Building Division U °m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 °OLOft~ao Inspection Line: 303-234-5933 Building Permit Application Property Address: 414a /J Property Owner (please print): j Mailing Address: (if different than property Address: City, State, Zip: 'S Date: Plan Oo -03-7& Permit #:W GOIL't.CI 1 /Y/~ Contractor: Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License ompsny: Company C mpany: / xp. Date: Exp. Date: Exp. Date: Use of space (description): / C~/fifr: Description of work; Sq. Ft./L.Ft added: Squares BTU's Construction Value: $ 7~~f, •C^ (as calculated per the Building V' Da sheet) Plan Review (due at time of submittal): $ Gallons Amps OWNERICONTRACTOR 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE PRINT (CONTRATOR) Date: s. Oi'`y f tb Bldg f ~~oF "~??q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 ~OCORAOO Inspection Line: 303-234-5933 Building Permit Application Property Address: Property Owner (please print): Mailing Address: (if different than property Address: State, Contractor: r Contractor License d J Sub Contractors; Electrical City License '~~pariy. (2p. Date: Phone: O J~• Date: Plan#: 0g-031K Permit Z-- 00 c~-S Plumbing City License Company Exp. Date: Use of space (description): Description of w6&. Sq. Ft./L.Ft added:(~&/ISquares BTU's Mechanical City Lic nse M. Cpany: . Exp. Date: Construction Value: $ - (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ ~ Gallons Amps 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field I ection. CIRLCE ONE:://(QWNER) (CONTRACTOR) or PERSONAL REPRES TI / f Wt~ (CONTRATOR) PRINT NAMEYr-~:.ltl/'° / .Q`!///rte SIGNATUREi9ir/ Date: LETTER OF TRANSMITTAL FROM: MARASCO & ASSOCIATES, INC. DATE: October 1, 2008 475 Lincoln Street, Suite 150 Denver, CO 80203 MARASCO JOB NO: 08-1006 (303) 832-2887 TO: John Schumacher Chief Building Official City of Wheat Ridge Building Division 7500 W. 29`h Ave Wheat Ridge, CO 80033 RE: Building Permit Submittal T.C. Land, LLC Project WE ARE SENDING YOU ATTACHED VIA HAND DELIVERED THE FOLLOWING ITEMS: X Plans Prints Change Orders X Specifications Copy of Letter Samples Shop Drawings X Other COPIES Date DESCRIPTION 4 09-29-08 Permit Set of Construction Documents (Drawings & Specs) 4 Structural Calculations 1 Building Permit Application 1 02-29-08 Phase 1 Environmental Assessment 2 02-26-08 Geotechnical Study 1 06-09-08 Property Title Information for Transfer of Ownership 1 08-06-08 ALTA Title Survey 1 Commercial Building Permit Checklist THESE ARE TRANSMITTED AS CHECKED BELOW For approval x For your use As requested x For review and comment REMARKS: Mr. Schumacher, Please find the attached documentation identified above for your review to obtain a Building Permit for the proposed T.C. Land Project. The additional civil documentation (2 copies of drainage report & plan, and 2 copies of the grading and erosion control plan) was submitted to David Brossman for review and comment on September 15, 2008. Thanks in advance for the time and attention the Building Division and the City of Wheat Ridge has dedicated to this project. We look forward to working with you throughout the construction of this project. SIGNED: ike Vondal, AIA C. Tom Campbell, M.D. - T. C. Land, LLc Project Architect Robert Brown - Brown Schrepferman CITY OF WHEAT RIDGE CERTIFICATE OF WATER AND SEWER SERVICE AVAILABILITY Legal Use Owner y ly teiepnone SEWER Name of District: Individual Septic Permit No. (Sewer Service Available O Sewer Service Not Available Comments or Conditions: <=iy j/~/ % ~Ji~L ~~~/~✓J✓~~ I hereby certify that availability of service is as indicated above. Signature of Authorized Agent Date Jefferson County Health Department (IF SEPTIC) Authorized Signature Date WATER Name of District: Colorado Well Permit No. ?Water Service Available Water Service Not Available Comments or Conditions: I hereby certify that availability of service is as indicated above. Signature of Authorized Agent Date Authorized Signature Date Jefferson County Health Department (IF WELL) 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 approval by authorizing agent. CITY OF WHEAT RIDGE CERTIFICATE OF WATER AND SEWER SERVICE AVAILABILITY Legal Use Owner cG~~G/ly Telephone SEWER Name of District: Individual Septic Permit No. (Sewer Service Available O Sewer Service Not Available ✓CommentsorConditions: t_XV v'/r///~ I hereby certify that availability of service is as indicated above. Signature of Authorized Agent Date Jefferson County Health Department (IF SEPTIC) Authorized Signature Date WATER Name of District; C('/f/fG F Colorado Well Permit Service Available Water Service Not Available l/~lriv 'Comments or Conditions: I hereby certify that availability of service is as indicated above. Signature of Authorized Agent Date Jefferson County Health Department (IF WELL) Authorized Signature Date 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 approval by authorizing agent. e!d` City of WheatWiidge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. January 6, 2009 Mr. David E. Moore, P.E. Alliance Development Services 5440 Ward Road, Suite 240 Arvada, CO 80215 720.898.0660 Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Re: - Third & Fourth Review Comments of Final Drainage Report/Plan and Civil Construction Plans. Dear Mr. Moore, I have completed the third review of the above referenced documents received on December 12, 2008, and the fourth review of the Final Drainage Plan received on January 6, 2009, for the T.C. Land, LLC development project located at 7920 West 44t' Avenue. All of the above-mentioned documents for this development have been reviewed and are hereby approved for construction by the Department of Public Works. Please note the following comments: 1. Grading and Erosion Control The erosion control for the project shall be in place prior to the commencement of any grading activities, and maintained as needed during the course of construction. Please be advised that additional erosion control measures may be required if deemed necessary by the City Inspector. 2. Application for Grading/Fill Permit Prior to the commencement of any onsite grading, an Application for a Minor Grading/Fill Permit, along with the fees due will need to be submitted for review and approval. 3. Public Improvement Restoration/Debris Tracking It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along 44th Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining 441Avenue on a regular basis such that it remains free of construction debris and tracking from construction traffic accessing the site. 4. Right-of-Way Construction Permit(s), Licensing, and Bonding Prior to any construction within the public right-of-way, 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 only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. In addition, if the cost of the proposed public improvements exceeds $10,000, additional warranty bonding shall be required. 5. 2-Year Warranty Period for Public Improvements The contractor shall warrant all work performed within the public Right-of-Way for a period of two (2) years, commencing upon completion of all constructed public improvements and Final Acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector at any time deems that the constructed public improvements are in such condition wwwxi.wheatridge.co.us Public Works Engineering January 6, 2009 Page 2 as to require replacement or repairs, the contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. 6. Stormwater Maintenance Agreement and O & M Plan Required All post-construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For above-ground detention facilities with outlet structures, underground detention facilities or infiltration beds, porous landscape detention areas, porous pavement, and centrifuge type devices such as a Rinker Stormcepter®, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Plan will be required prior to issuance of the Certificate of Occupancy. The O & M Plan shall be kept current and will be inspected on a regular basis by City staff to ensure compliance with the State and local requirements. (Please refer to attached documents). 7. Drainage Certification w/As-Builts Required Prior to C.O. Upon completion of the drainage improvements, the Engineer-of-Record Mr. David Moore, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the Certificate of Occupancy. Two (2) copies of the "As-Built" Plans are to be submitted as follows: a. 1 copy is to be signed & sealed on 24" X 36" bond paper, and b. I copy is to be on electronic media (CD/DVD-ROM) in AutoCAD 2000-2007.dwg format only. 8. Materials Testing for Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) The above comments are as of the date reviewed and may not reflect all comments from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Manager Russ Higgins, Field Services Supervisor Jeff Hirt, Planner II File www.ci.wheatridge.co. us TC Land LLC_Building Permit App - approval.ltndoc 71 6 d A r (city of , Wheat~dge 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 r Date: 31 1 /C)CA Applicant:Wq \Q_,C Phone # H-) CXJ9 C'1 Location of Construction: 7 97o t d . e-I gA A-vE~xJVC Purpose of Construction: l~P~f7~>L.~LHfb~OG<5T DGF <e~ Single Family Commercial Multi-Family Development Review Processing Fee: $100.00 $ /O D • 00 (For document processing) Single Family Residence/Duplex Review Fee: $50.00 $ Commercial/Multi-Family Review Fees: • Review of existing technical documents:... $100.00 $ • Initial review' of technical civil engineering documents 't "d S0O and 2 submittals): $500.00 (Fee includes reviews of the I - OD $ • Traffic Impact Study Review Fee: (Fee includes reviews of the I" and 2"d submittals): $400.00 $ • 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`d submittal ('/2 initial review fee): $250.00 $ 4u' submittal (full initial review fee): $500.00 $ All subsequent submittals: $500.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): to b0 . D O 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. Signature of Applicant J\~r~Q ti 3 Date._VC1/C)CA www.ci.wheatridge.co.us Rev 2108 skis City of WheatRi:jge PUBLIC WORKS APPLICANTS NAME: APPLICANT'S ADDRESS: APPLICATION FOR MINOR GRADING/FILL PERMIT ADDRESS OF FILL: -4 p tw[, ggil, /_ur•tum DATE OF APPLICATION: b31Cy 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 GRADING EXCAVATION AND FILL PERMITS 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. 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. 1. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. J. 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). 1AFORMS&LETTERS\APPS & PERMITS%Iinr Crdiv &Fill Pe itdoc 2 Rev 03/08 5. Permit Fees* 50 cubic yards or less $23.50 51 to 100 cubic yards $37.00 101to 1000 cubic yards for the first 100 cy $37.00 31A plus for each additional 100 cy or fraction thereof a cy X $17.50/100cy -7.sb 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 = 200 TOTAL Amount = $ 54.50 *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: w k) A~. ~n 5r~v~ I~GUyE•J Applicant's Signature City Engineer Owner's Sign e (if different than above) Approval Date JAFOR S&LHTT MAPPS& PENETS4M1nor Orel g&Pill Pe it.doe 3 Rev 03/08 F W HEgT ~ R'o v m °OtoRroo City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Date: ro Plan Permit I Property Address: :712.0 NA 914"' 4yKhI u r Property Owner (please print): -r,7 LA:hW L-LC, . lov*t CAWbyu Phone: 303. `~Z 1 • ~5~2 Mailing Address: (if different than property address) Address: WAO-7L-. V94-1+ 13Luo- 4t-33-70 City State Zip: Vjwm lrmB_ Lp bcz-J3 3 Contractor: Ce Contractor License Z 1(~L4 ( (2Iza Ita) Phone: 303. 4$-3 . pp" Sub Contractors: Electrical City License 02-02-0c0 Plumbing City License 02-12&4 Mechanical City License 01331'+ Company: Company Company: JM TLL1CrF"C. MA1 Me-"Mtcov- f2murfE2 MRcat4x~cq ~ Exp. Date: cz+q ("WKr-wro) Exp. Date: Exp. Date: OL'Z8~/'~ Approval: Approval: Approval: Use of space (description): Construction Value: $ Description of work: (as calculated per the Building valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: 1(OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINTNAME: ~AHot4fuw SIGNATURE: A" A'- Dater CIB.f$.OS T DEPARTMENT USE ONLY ZONINGCOMMENTS: Zoning. Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS OCCUPANCY: Reviewer: EIRE ,DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑no review required Bldg Valuation: s „ a City of Wheat1<@ge PUBLIC WORKS COMMER CIAL/MUL TI-FAMIL Y BUILDING PERMIT APPLICATIONREVIEW Date: t 1 b P Location: 71ZO W. ~-!~l fi L.E vuE ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a ~PF{7~i fqG J~I[SL~ /S 7-sC~ to be located at the above referenced address. Please note the summary comments below. 1. ✓ Property Boundary Closure: ✓OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required b. Drainage Plan & Certification Letter required c. Lot drainage/grading is to be reviewed by the Bui lding Division d. Site drainage/grading has been reviewed and are: L--OK Not OK; refer to stipulations 3. NPDES Permit Required: _ Yes L,-No 4. _AZ Public Improvements to be com leted: a. street paving/patching: ✓ Yes No b. curb & gutter/drivecut: _"L' Yes No c. sidewalk: _,~-Yes No d. standard street lights: Yes ✓No e. pedestrian lights: _ Yes I/No f. storm sewer: _ Yes r/No g. Letter of Credit required: Yes J/Go If a Letter of Credit is required, for what improvements? Amount of the letter of credit: $ .✓/fY C 5. V' SIA/PIA required: _ Yes _LI o 6. Traffic impact analysis required & approved: Yes -iNo 7. ✓ Street Access Permit required: Yes _X~_No ✓ If yes, was it approved by the Director of Public Works? W /It Yes No " 8. Does all existing roadway/alley R.O.W. meet the st dards of the City: Yes No If not, what is requested: Af!- 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. tt. 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). 11. I2. ✓ Signature David F. Brossman, P.L.S. Date Stipulations: 6A2t. Ffl.e =M5PECT76AJ ~~/D6Q iU /NF/L! ~~D F/1r3r2(C pc.fc~+-rs: 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. d`® City of WheatRidge 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 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 11<,,Itoc' ADDRESS: -77ZO GJ. ~y-~~ i4v~svu~ 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 www.ci.wheatridgexo.us Rev 2108 A.G Geotechnical and Environmental Consultants Thomas P. Campbell, M.D., P.C. 4350 Wadsworth Boulevard, Suite 350 Wheat Ridge, Colorado 80033 Subject: Floor Slab Alternatives Proposed Office Building 7920 West 44th Avenue Wheat Ridge, Colorado Project Number 080073 2180 -oath Iva nhoo Strcot. Suite= 5 Denver. 0o1orado 80222-6710 303-759-8100 F=303-T56-2920 www agwassenaa[com February 26, 2009 As requested, we have reviewed ourfiles in an effort to better describe the potential risk of interior slab movement at the subject site. Our review indicates the upper 4 to 5 feet of on-site soils are non-expansive. The clay soils encountered at a depth of 5 feet in Test Boring Nos. 2 and 2A were tested and measured to have a high potential for expansion. The clay soils in Test Boring No. 3 may also have a high swell, however, the sample obtained at a depth of 9 feet was visually classified to have a low potential for swell. Typical remediation for slab movement would include removing the upper 4 to 5 feet of expansive soil and replacing it at a higher moisture content. This method has been found to reduce the potential risk of slab movement from high to low. In this case, however, the upper 5 feet is not expansive but it is considered to be relatively free-draining, allowing water to reach the highly expansive clay soils and potentially cause the slab to heave in the vicinity of Test Boring Nos. 2, 2A, and 3. We calculate this potential differential movement to be on the order of 13/41o 2 inches. This potential differential movement could be reduced to less than 1 inch by overexcavating 8 feet below the proposed slab elevation and replacing the soils as moisture conditioned, compacted fill. This would essentially pre-swell the highly expansive clay soils and mix in the non-expansive sand soils providing a uniform no to low swelling buffer zone within 8 feet of the slab elevation. The overexcavation should extend at least 5 feet beyond the exterior building lines measured at the bottom of the excavation. The fill placement specifications provided in our original study should be utilized. We have appreciated this opportunity to provide consultation on this subject. Please contact our office with questions or concerns with the contents of this letter. Sincerely, A. G. WAS v Michae R' Senior Enc MRC/lia WANE R CONSTRUCTION CO., INC. 1'vt?,y 13. - bJtbTtS 1~. Grvffc.(.s f v+ccc.l. 1 y~e. b~,~ea Pax, r+-a,N. ,w. HNTN' ~A~- 6VG 7-IISR°.23 ....1i0W,ry9'asc.o ~FOi~P.4rr'a. -lr~ Grv~S Cs7 ~ xco' rte ~s l [9 4r TC LAND, LLC PRECONSTRUCTION MEETING AGENDA 401 Date: 02/25/09 Attendees: Tim Warier Warier Construction John Colombo Warier Construction Kevin Mahoney Warier Construction Jarad Valentine Warier Construction Dr. Tom Campbell TC Land Mike Vondal Marasco & Associates Danny Cervantes Marasco & Associates -tar` r l' our C-0"Uoe- '4av- T514- Wkorr.7. NEW BUSINESS: 44+.7k zz- 1ZiwfL j 1. Review WCCI Qualification Letter dated February 5, 2009. 2. Review Value Engineering items: CV- Ij ~~yp7 a(. az 'U" 004452 in . Sunset Stone alternate manufacturer: ($5,600) yss • Delete Dens deck sheathing under standing seam: ($1,125) M I-W Change EPDM insulation from R-38 to R-30:($2,500) • Change monument sign lettering to baked enamel bronze finish: ($1,470) la60vft -ftt~ramL= 3. Review master schedule, mobilization, and project commencement/completion dates. 4. WCCI needs a formal Notice to Proceed letter from TC Land. 5. Review Wheat Ridge Building Permit status and Public Works Grading Permit submittal. 2 6. Discuss site utilities: /27 VJC-" • Has contact been made with Xcel Energy or Qwest? • Have water and sanitation tap fees been paid? ~ ~ µIK CWOO l-a 7. Discuss special inspections: Hasa special inspec rt on company been selected? 8. Review Fire/ Water service lines and existing power pole at NW corner of site. 9. Schedule weekly OAC site meetings. 2) ~^~2~ a weC Thursday, February 5, 2009 Dear Dr. Campbell; Thank you for the opportunity to present this proposal for the above project site, building, and tenant finish construction. This proposal is based on the following bid documents: • Geotechnical Report Thomas P. Campbell M.D. P.C.: Dated February 26, 2008 prepared by A.G. Wassenaar Geotechnical and Environmental Consultants. • Civil Drawings: Sheets Denver Water C1.0, C2.0 C3.0, C4.0, and C1.0, C2.0, C3.0, C4.0, C5.0, C6.0, C7.0, C8.0, C9.0, C10.0 Landscaping Plan (Sheet C8.0 and C9.0), dated December 10, 2008, prepared by Alliance Consulting Engineers and Surveyors. • Architectural & Structural Drawings: Sheets AO.0 - A10.0; SLO - S4.3, dated Architectural January 14, 2009 and Structural September 29, 2008 prepared by Marasco Associates, Inc. • Mechanical, Electrical, & Plumbing Drawings: Sheets MI.0,M2.0, M3.0, M4.0, M5.0; PLO, P2.0, P3.0, P4.03; ELO, ELI, EI.2, E1.3, E2.0, E2.1, E10, E4.0, E5.0, E5.1; dated November 3, 2008, prepared by Given Mechanical and Electrical Engineers. • Interior Design Drawings: Sheets FLO, F2.0, F3.0, F4.0; dated September 29, 2008 prepared by RMK Design Associates, Inc • Addendum # 1:. Dated January 30, 2009 prepared by Marasco and Associates, Inc • Addendum # 2 : Dated February 2, 2009 prepared by Marasco and Associates, Inc This proposal is qualified/clarified as follows: General Clarifications & Qualifications: cazr3EO 19~ 5'0 1. Tap fees, sewer fees, Xcel, Qwest, and site development fees are by the owner.'{, V eerJr*a- - *&W' er'l VODPA(2_ 2. All design and engineering for the project is excluded with the exception of the irrigation and fire alarm systems, which will be procured through design-build contractors. 3. This proposal is based on the AIA 101 contract. 4. All costs for materials testing and quality control are by the owner, although WCCI will manage on-site activity. 5. All work to be in normal working hours based on a non-accelerated schedule unless noted otherwise. 6. Removal of hazardous materials has been excluded from this proposal. ? 6~rs>Y>va sJ 7. This estimate has been priced based on a start date of March 16, 2009. ct'L 8. Reference Section 00800, Article 4, Para 4.4.8: Claims for Additional Time:> Delete referenced specification and replace with the following: Five (5) days of any related weather delay has been included in our project schedule/duration/contract time. Any increase or decrease in any weather delay days shall be the basis of a change request for time and any related costs, either additive or deductive beyond or less the 5 days noted. 9. Builders Risk Insurance is included in the base bid. 10. This proposal is valid for thirty (30) days from the date of this letter. Site & Buildine Specific Clarifications & Qualifications: it. Concrete material has been included with standard gray coloring and as specified in the structural drawings. The Class P concrete mix listed in the soils report has been excluded. 113toytt aK 12. Medium bronze anodized storefront training with medium bronze tinted glazing has been included at all exterior storefront openings. 13. No existing landscaping, fencing, or other miscellaneous demolition of existing conditions has been 4wCA+y included in this proposal. 4 Ar$l (xap) 14. All downspouts have been included to drain onto splash blocks at grade as no perimeter drain s stem has been incorporated into the construction documents. bbdOr -0~~ 74. b~e~r +e se0~' 15. Right-of-way sidewalk patching has been included with standard gray concrete material. The brick pavers have not been included as no detail or specification has been provided. TM4+}oaee 16. Earthwork has been included to be performed per the requirements listed in the geotechnical report with 8' deep over-excavation and re-compaction with on-site soils, extending to an 8' perimeter around the building pad. 17. A 15-mil. Stego vapor barrier has been included under the building slab per the architectural drawings, however, the drainage material listed in the earthwork specifications has not been included as the material has not been specified or incorporated into the construction drawings. oK T04- 18. Earthwork cut and fill quantities have been generated from the grades shown on the civil drawings. Following our site visit, it appears the conditions have been altered following the demolition of a structure previously located on the site. Additional import or export of material may need to be considered once actual grades are identified. E* tst+~7aPa 19. Window coverings are to be by owner and have been excluded from this proposal. 20. All items related to specification section 15001-2 1.06 relating to permits and fees have been excluded. OK "+A9-045~-° 21. The operable glass doors specified for the fireplace per Addendum #2 do not exist. Therefore, we have included fixed glass doors instead. OK = Rkue 22. The specified TV mount is a shelf-style mount which is suitable for older projection type TV's. Therefore we have included comparable flat-screen tilt wall mounts instead. 23. Shelving on standards and brackets in the storage room #124 & #138 has been included. 24. Prefinished Wall Trim per detail 2,3,&4/A3.0 has been included in lieu of a field finish. 25. Foil faced vapor barrier at exterior walls included on 6" exterior walls (no poly). 26. Storefront: Manufacturer Vistawall has been included, FG 3000 center set and thermally broken in lieu of Kawneer. 27. Landscape is priced based upon Landscape Drawing C8.0. 28. Import of additional topsoil beyond the existing topsoil is excluded. CC Mrowr 29. The install or electrical connection of fixture E20 has been excluded due to conflicting information. The note on page A 10 indicates that wall mounted fixture E20 is to be owner supplied contractor installed (OSCI). All E20 fixtures are shown as floor mounted or desk mounted not wall mounted. On 3/E20 indicates refractive desk equipment opt. stand not in contract (NIC). -~i►no~tL 30. All owner supplied equipment is to be delivered onsite by others. 31. An architectural approved drawing of the fire sprinkler head location is acceptable as long as extra heads are not added above the standard code requirements and the architect approves the drawings in a timely manner. CAD files will be provided to the fire sprinkler subcontractor at no extra charge. Fire sprinkler heads are to be semi-recessed. 32. Mechanical coordination drawings are not CAD or 3D drawings. They will be shop drawings with notes on them. 33. All pre-finished aluminum flashings, caps, and copings have been included as galvanized sheet metal per Addendum #2. 34. Our bid is based on Timberweld Mfg glue laminated timbers in lieu of the specified Laminated Systems. It is very important to release the ordering of the glue laminated materials as soon as possible. Deliverytimes vary from 8 to 11 weeks and could impact schedule. 35. Horton clear-anodized push pad automatic handicap door openers have been included at Door 101 B. Alternates NOT included in this proposal: 1. Add $5,310.00-To use the specified Kawneer 451-T storefront framing system. 2. Add $2,788.00 -To change the center-set Vistawall FG-3000 included in the base bid of this proposal to a front-set system. Waner Construction appreciates the opportunity to be part of your Construction Team. We hope to be able to work with you in the future and exceed your expectations of a general contractor. Construction schedule duration for this project is twenty seven (27) weeks. Sincerely, Justin Williams Estimator, Waner Construction Co., Inc. Encl.: Stipulated Sum #I Presentation Summary dated 02/05/2009 Construction Schedule # I dated 02/05/2009 a~Is City of WheatRidge PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 291" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 Date: Applicant: Phone # Location of Construction: 7 el'Zo W. yy-A .4vEx/ vc Purpose of Construction: dP6ET/f.4zs7r16000<5T DFFtG Single Family Commercial Multi-Family Development Review Processing Fee $100.00 $ &0-o 0 (For document processing) Single Family Residence/Duplex Review Fee: $50.00 $ Commercial/Multi-Family Review Fees: • Review of existing technical documents: $100.00 $ • Initial review' of technical civil engineering documents (Fee includes reviews of the Is` and 2°" submittals): $500.00 $ 500, op • Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): $400.00 $ • 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: P submittal (%2 initial review fee): $250.00 4a' submittal (full initial review fee): $500.00 All subsequent submittals: (Full initial review fee) $500.00 $ TOTAL REVIEW FEES (due at time of Building Permit issuance): 600-00-1 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. Signature of Applicant Date www.ei.wheatridge.co.us Rev2/O8 T.C. LAND, LLC Wheat Ridge, CO Pricing Breakout Form Price Specification Division Division 1 - General Conditions $ 99,654 Division 2 - Sitework $ 182,165 Division 3 - Concrete $ 66,237 Division 4 - Masonry $ 44,803 Division 5 - Metals $ 35,671 Division 6 - Wood & Plastic $ 192,930 Division 7 - Thermal & Moisture Protection $ 158,030 Division 8 - Doors & Windows $ 65,464 Division 9 - Finishes $ 130,339 Division 10 -Specialties $ 10,714 Division 11 - Equipment $ 1,196 Division 12 - Furnishings $ 1,379 Division 13 - Special Construction N/A Division 14 - Conveying Systems (if applicable) N/A Division 15- Mechanical $ 157,614 Division 16- Electrical $ 145,256 SUB-TOTAL -A Management Fee (Overhead & Profit) $ $ 1,291,453 71,030 USE TAX (if applicable) $ 23,112 TOTAL CONSTRUCTION COST PERFORMANCE BOND $ $ 1,385,595 12,462 5% CONSTRUCTION CONTIGENCY $ 70,741 CONSTRUCTION DURATION 27 WEEKS ALTERNATES Potential Value Engineering Items 1) Use Sunset Stone manufactured cast stone to match $ (5,600) 2) Delete dens deck sheathing under the standing seam $ (1,125) 3) Change EPDM insulation from R-38 to R-30 as listed in the specs $ (2,500) 4) Change monument sign letters from a medium bronze $ (1,470) finish to a baked enamel duranodic bronze finish BUILDING PERMIT ALLOWANCE (W/ PLAN REVIEW FEE) $ 16,757 TOTAL WITH BOND & CONTINGENCY $ 1,4MA-66 Division 1 Job Office Water N/A Job Office Phone & I.T. Link(s) $ 1,470 Temporary Phone W/ ABOVE Temporary Trailer / Temporary Office $ 4,107 Builder Risk Insurance $ 3,595 Project Liability Insurance $ 3,852 Construction Signage $ 537 Safety/OSHA $ 1,321 Superintendent $ 49,010 Site Surveying W/ DIV 2 Stake Out - Building $ 7,114 Clean-up- (Weekly) $ 6,786 Clean-up-(Final) $ 2,418 Laborer1 N/A Site Fence - (With Division 2) W/ DIV 2 Temporary Power $ 3,000 Construction Electricity $ 1,549 Final Electricity N/A Temporary Toilet $ 1,167 Temporary Water $ 500 Job Cost Accounting N/A Contracts/Subcontract Expense/Sub Bonds N/A Blueprints BY OWNER Job Vehicle $ 9,083 Shipping/Handling N/A Job Photographs N/A Trash Haul $ 4,146 TOTAL Division 1 $ 99,654 * Not all items may be applicable to this project Additional line items may be added if not already indicated Division 2 Site Clearing/Grading $ 11,500 Clearing W/ABOVE Demolition N/A Grading W/ABOVE Excavation, Backfill & Compaction $ 9,800 Excavation W/ABOVE Backfilling W/ABOVE Base Courses (Gravel) N/A Service Tap Fees BY OWNS Vapor Barrier $ 1,821 Hand Excavation W/ABOVE Hand Compaction W/ABOVE Erosion Control $ 4,825 Sanitary Sewer $ 3,328 Water & Fire Line $ 19,182 Storm Sewer, Infiltration Basins, & Aqua Bric Pavers $ 50,161 Utility Trenching W/ABOVE Temp Fencing $ 1,664 Asphalt Paving (base price) N/A Site Concrete Paving $ 52,328 Pavement Marking $ 1,235 Site Improvement N/A Site Furnishings (Benches & Bike Racks) $ 2,742 Landscaping / Irrigation $ 14,098 Site Signage - (Lettering Only) Other Items W/ Trades Below $ 4,660 Site Surveying $ 4,822 TOTAL Division 2 $ 182,165 Division 3 Structural Concrete (incl. interior slab) $ 41,044 Caissons $ 15,618 Footings W/ABOVE Walls W/ABOVE Form Accessories W/ABOVE Rebar $ 9,576 Accessories W/ABOVE TOTAL Divison 3 $ 66,237 * Not all items may be applicable to this project Additional line items may be added if not already indicated Division 4 Masonry Sub 7&R MASONRY Brick Masonry $ 2,115 Cast Stone Masonry $ 42,688 Protection W/ ABOVE TOTAL Divison 4 $ 44,803 Division 5 Structural Steel $ 35,086 Light Gauge Framing/Exterior Framing N/A Metal Fabrications W/ABOVE Grout Base Plate $ 585 TOTAL Division 5 $ 35,671 Division 6 Rough Framing $ 140,463 Building Materials W/ABOVE Miscellaneous Framing W/ ABOVE Arch Woodwork $ 52,467 Cabinets & Countertops W/ ABOVE Finish Carpentry Labor W/ ABOVE Millwork/Finish Material W/ ABOVE Plastic Fabrications - Rail N/A TOTAL Division 6 $ 192,930 Division 7 Damproofing $ 737 Batt Insulation $ 4,324 Spray Applied Foam Insulation $ 9,180 Board Insulation $ 1,593 Building Insulation W/ ABOVE Firestopping $ 500 Asphalt Shingles $ 11,730 Nail Base Insulation $ 7,100 Standing Seam Metal Roof $ 39,490 Sheet Metal/Flashing W/ABOVE Roof Ballast Membrane N/A Membrane Roofing $ 27,588 Spray on Fire Proofing (if applicable) N/A Roof Hatch W/ DIV 8 Roof Walkpads W/ABOVE Sealants $ 3,159 EIFS $ 32,629 Waterproofing $ 20,000 TOTAL Division 7 $ 158,030 * Not all items may be applicable to this project Additional line items may be added if not already indicated Division 8 Metal Doors & Frames $ 23,372 Solid Wood Doors W/ABOVE Special Doors N/A Aluminum Entrances & Storefronts $ 36,122 Aluminum Sliding Doors $ 4,809 Hardware W/ABOVE Glass & Glazing W/ABOVE Roof Hatch $ 1,161 TOTAL Divison 8 $ 65,464 Division 9 Stucco/Portland Cement Plaster (if applicable) N/A Gypsum Wallboard $ 47,550 Sound Insulation W/ABOVE Acoustical Ceilings $ 9,368 Flooring/Wall Tile $ 42,667 Tile W/ABOVE Resilient Flooring W/ABOVE Floor Prep $ 478 Carpeting W/ABOVE Painting $ 30,100 Wall Coverings W/ABOVE Ceiling Suspension W/ABOVE FRP Wall Panels $ 177 TOTAL Divison 9 $ 130,339 Division 10 Wall/Corner Guard $ 1,271 Signage & Graphics $ 2,814 Identifying Dev (Code Req'd Signage) N/A Fire Extinguisher Cabinets $ 209 Cubicle Curtain Track N/A Toilet & Bath Accessories $ 3,230 Fireplace $ 3,190 TOTAL Divison 10 $ 10,714 * Not all items may be applicable to this project Additional line items may be added if not already indicated Division II Food Service Equipment N/A AV Equipment (TV Mounting) $ 1,196 TOTAL Divison 11 $ 1,196 Division 12 Integral Blinds BY OWNS Floor Mats & Frames $ 1,379 TOTAL Divison 12 $ 1,379 Division 13 N/A TOTAL Divison 13 N/A Division 14 N/A TOTAL Divison 14 N/A Division 15 HVAC $ 81,980 Fire Protection Sprinkler Systems $ 25,507 Plumbing $ 50,127 Gas Piping / Equipment installation W/ABOVE Gas Equipment / Certification W/ABOVE TOTAL Division 15 $ 157,614 Division 16 Electrical General Requirements $ 145,256 Emergercy Generator W/ABOVE Fixtures W/ABOVE Fire Alarm System W/ABOVE Snow Melt Sysrem W/ABOVE TOTAL Divison 16 $ 145,256 * Not all items may be applicable to this project Additional line items may be added if not already indicated i 14" ~ ~'.RFL ✓I~~L t/cIL (e dT~ Gl~o/J~.t 1~3CLJTTn74 1T~+lK~ POC~2 hL{7 Two : -1~'Wc K.. u1Y cv zxc/t_, Se vw s. z o o-) ? Teatr~ I&e- 1C.1:'r: P SPrrc.a~ ~us~ II, (ory bRf _ lrR+ct~ (r4(,~ _ Dear Dr. Campbell; Thank you for the opportunity to present this proposal for the above project site, building, and tenant finish construction. This proposal is based on the following bid documents: • Geotechnical Report - Thomas P. Campbell, M.D. P.C.: Dated February 26, 2008 prepared by A.G. Wassenaar Geotechnical and Environmental Consultants. • Civil Drawings: Sheets Denver Water C1.0, C2.0 C3.0, C4.0, and CLO, C2.0, C3.0, C4.0, C5.0, C6.0, C7.0, C8.0, C9.0, C10.0 Landscaping Plan (Sheet C8.0 and C9.0), dated December 10, 2008, prepared by Alliance Consulting Engineers and Surveyors. • Architectural & Structural Drawin s: Sheets AO.0 - A10.0; S LO - S4.3, dated Architectural January 14, 2009 and Structural September 29, 2008 prepared by Marasco Associates, Inc. • Mechanical, Electrical, & Plumbin Drawings: Sheets M I.0,M2.0, M3.0, M4.0, M5.0; PLO, P2.0, P3.0, P4.03; ELO, EI.1, EI.2, EI.3, E2.0, E2.1, E3.0, E4.0, E5.0, E5.1; dated November 3, 2008 , prepared by Given Mechanical and Electrical Engineers. • Interior Design Drawings: Sheets 171,0, F2.0, 1710, F4.0; dated September 29, 2008 prepared by RMK Design Associates, Inc • Addendum # I:. Dated January 30, 2009 prepared by Marasco and Associates, Inc • Addendum # 2 : Dated February 2, 2009 prepared by Marasco and Associates, Inc This proposal is qualified/clarified as follows: General Clarifications & Qualifications: I. Tap fees, sewer fees, Xcel, Qwest, and site development fees are by the owner. 2. All design and engineering for the project is excluded with the exception of the irrigation and fire alarm systems, which will be procured through design-build contractors. 3. This proposal is based on the AIA 101 contract. 4. All costs for materials testing and quality control are by the owner, although WCCI will manage on-site activity. 5. All work to be in normal working hours based on a non-accelerated schedule unless noted otherwise. 6. Removal of hazardous materials has been excluded from this proposal. 7. This estimate has been priced based on a start date of March 16, 2009. 8. Reference Section 00800, Article 4, Para 4.4.8: Claims for Additional Time:> Delete referenced specification and replace with the following: Five (5) days of any related weather delay has been included in our project schedule/duration/contract time. Any increase or decrease in any weather delay days shall be the basis of a change request for time and any related costs, either additive or deductive beyond or less the 5 days noted. 9. Builders Risk Insurance is included in the base bid. 10. This proposal is valid for thirty (30) days from the date of this letter. Site & Building Specific Clarifications & Qualifications: 11. Concrete material has been included with standard gray coloring and as specified in the structural drawings. The Class P concrete mix listed in the soils report has been excluded. 12. Medium bronze anodized storefront framing with medium bronze tinted glazing has been included at all exterior storefront openings. 13. No existing landscaping, fencing, or other miscellaneous demolition of existing conditions has been included in this proposal. 14. All downspouts have been included to drain onto splash blocks at grade as no perimeter drain system has been incorporated into the construction documents. 15. Right-of-way sidewalk patching has been included with standard gray concrete material. The brick pavers _ have not been included as no detail or specification has been provided C" I -os„s 16. Earthwork has been included to be performed per the requirements listed in the geotechnical report with 8' deep over-excavation and re-compaction with on-site soils, extending to an 8' perimeter around the building pad. 17. A 15-mil. Stego vapor barrier has been included under the building slab per the architectural drawings, however, the drainage material listed in the earthwork specifications has not been included as the material has not been specified or incorporated into the construction drawings. `f-ko L-IFtbL_SLft 42MO- 18. Earthwork cut and fill quantities have been generated from the grades shown on the civil drawings. 4vLo Ir "V Following our site visit, it appears the conditions have been altered following the demolition of a structure previously located on the site. Additional import or export of material may need to be considered once actual grades are identified. 19. Window coverings are to be by owner and have been excluded from this proposal. 20. All items related to specification section 15001-2 1.06 relating to permits and fees have been excluded. 21. The operable glass doors specified for the fireplace per Addendum 42 do not exist. Therefore, we have included fixed glass doors instead. 22. The specified TV mount is a shelf-style mount which is suitable for older projection type TV's. Therefore we have included comparable flat-screen tilt wall mounts instead. 23. Shelving on standards and brackets in the storage room 9124 & #138 has been included. 24. Prefinished Wall Trim per detail 2,3,&4/A3.0 has been included in lieu of a field finish. 25. Foil faced vapor barrier at exterior walls included on 6" exterior walls (no poly). 26. Storefront: Manufacturer Vistawall has been included, FG 3000 center set and thermally broken in lieu of Kawneer. 27. Landscape is priced based upon Landscape Drawing C8.0. 28. Import of additional topsoil beyond the existing topsoil is excluded. 29. The install or electrical connection of fixture E20 has been excluded due to conflicting information. The note on page A10 indicates that wall mounted fixture E20 is to be owner supplied contractor installed (OSCI). All E20 fixtures are shown as floor mounted or desk mounted not wall mounted. On 3/E20 indicates refractive desk equipment opt. stand not in contract (NIC). 30. All owner supplied equipment is to be delivered onsite by others. 31. An architectural approved drawing of the fire sprinkler head location is acceptable as long as extra heads are not added above the standard code requirements and the architect approves the drawings in a timely manner. CAD files will be provided to the fire sprinkler subcontractor at no extra charge. Fire sprinkler heads are to be semi-recessed. 32. Mechanical coordination drawings are not CAD or 3D drawings. They will be shop drawings with notes on them. 33. All pre-finished aluminum flashings, caps, and copings have been included as galvanized sheet metal per Addendum #2. 34. Our bid is based on Timberweld Mfg glue laminated timbers in lieu of the specified Laminated Systems. It is very important to release the ordering of the glue laminated materials as soon as possible. Delivery times vary from 8 to 11 weeks and could impact schedule. 35. Horton clear-anodized push pad automatic handicap door openers have been included at Door 101 B. Alternates NOT included in this proposal: 1. Add $5,310.00-To use the specified Kawneer 451-T storefront framing system. 2. Add $2,788.00 -To change the center-set Vistawall FG-3000 included in the base bid of this proposal to a front-set system. Waner Construction appreciates the opportunity to be part of your Construction Team. We hope to be able to work with you in the future and exceed your expectations of a general contractor. Construction schedule duration for this project is twenty seven (27) weeks. Sincerely, Justin Williams Estimator, Warier Construction Co., Inc. Encl.: Stipulated Sum #1 Presentation Summary dated 02/05/2009 Construction Schedule # I dated 02/05/2009 Map of 7290 W 44th Ave Wheat Ridge, CO by MapQuest A: 7290 W 44th Ave, Wheat Ridge, CO 80033-4722 Need help on the go? Get Voice Activated Directions for free. Call 1$00-FREE411 (1-800-373-3411). All rights reserved. Use subject to License/Copyright Map Legend Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You assume all risk of use. MapQuest and its suppliers shall not be liable to you for any loss or delay resulting from your use of MapQuest. Your use of MapQuest means you agree to our Term§ of Use Page 1 of 1 http://www.mapquest.comlmaps?city=Wheati-Ridge&state=CO&address=7290+W+44th+Avenue 2/24/2009 City of Wheat Ridge Building Permit Submittal List The following items are required for the single- Or two family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. 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: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: ❑ Three (3) full-sized (24" x 36") plans (Contents of plans detailed in the Single- and two-family handout) - yellow heading ❑ Three (3) stamped sets of foundation plans. ❑ Three (3) copies of a grading and erosion control plan. ❑ One (1) copy of a soils report. DOCUMENTATION: ❑ One (1) completed building permit application. ❑ One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). ❑ One (1) building permit submittal list. The following items are required for the commercial or multi-family building permit submittal for the property located at 79W W. V97V "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: W Building ❑ Planning ❑ Public Works DOCKMCMA-77bN fal em'77vb M 7ahV16 Qejossr4AW SUBMITTAL DOCUMENTS: Plans: Er'Four (4) full-sized (24" x 36") plans (Contents of plans detailed in the Commercial & Multi-family handout) - pink heading ❑ Two (2) copies of a final drainage report and plan OR (2) copies of a drainage letter and plan l NFa~A'7» Sw6M ryM~ r*Vlo geo55reAW on, Sep7cmeEX 5, zoos ❑ Two (2) copies of a grading and erosion control plan ❑ Two (2) copies of a traffic impact study OR N/14 Two (2) copies of a trip generation study DOCUMENTATION: rune (1) completed building permit application. &I'6ne (1) property deed. 5Kne (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). 59<ne (1) building permit submittal list. j ~ W EATAi OCORP The following items must be submitted with an application for building permit: we Completed building permit application form including location of property, property owner and phone number, contractor and contractor license number, subcontractors, contact person with phone number, description of request, anticipated valuation 3r Proof of ownership (deed or title commitment) ❑ Proof of utility availability (form attached) V Full sized survey of property e>/ Four sets of detailed plans and specifications stamped by a Colorado licensed architect or engineer. Must include plans for the foundation, framing, ventilation, mechanical systems, plumbing and electrical Four sets of architectural plans showing elevations with proposed materials Four copies of "to scale" site plan showing all existing and proposed improvements V Four copies of landscape plan showing existing and proposed plant materials, planting schedule ❑ Two copies of drainage plan and report SL tGm ra~to ra D"10 9"ss"I*w ®w 9l S/m8 a d'4 copies of soils report ❑ Two copies of grading and erosion control plan 5a6m*,rnv 7° D*d'® gQ°a" "a.v m9far~! N/A ❑ Traffic study or trip generation letter ae Phase I environmental assessment w,A ❑ Construction plans for public improvements See the Commercial & Multi-Family Building Permit Submittal Handout for more specific requirements. This sheet must be submitted with your application for building permit. Please check (X) the boxes for the items included in your plan set. An incomplete submittal will not be accepted. Property Address: 7 110 W&Tr A Contractor/Owner: SRowv-5caeePFBr_m Gewecm- Cowral CTM Building Inspection Line: 303-234-5933 Planning Division: Building Division: 303-235-2855 Public Works Department: Website address: www.ciwheatridae.co.us 303-235-2846 303-235-2861 Blank Melissa Mackey From: Mike Vondal [mikev@marasco-associates.com] Sent: Tuesday, February 03, 2009 7:23 AM To: Melissa Mackey Cc: tcamp@comcast.net; Danny Cervantes Subject: 08-D06 City of Wheat Ridge Permit Pick-up Hold Melissa- Page 1 of 1 As we discussed in our telephone conversation yesterday, the T,C. Land, LLc project @ 7920 West 44th Avenue is currently being rebid to multiple different General Contractors. Brown-Schrepferman was originally identified as the General Contractor on the Permit Application, but because this project is being rebid, their construction company may not end up being the general contractor who is awarded the contract. The owner, Dr. Tom Campbell, would like you to restrict obtaining the permit for this project to himself until a the General Contractor is selected or he picks up the permit in person. Please do not hesitate to contact our office if you have any questions or comments. Mike Vondal, AIA Project Architect vow ' M r' A R A S C O A T H C A 9 S 4 & A S S O C I A T E S I IN C 1, c T L u is S 475 Lincoln St. #150 Denver, CO 80203 P:303-832-2887 F: 303-861-0760 mike - marasco-associates.com http://www.marasco-associates.com/ CONFIDENTIALITY NOTICE: This email may contain confidential information that is legally privileged. This information is intended for the use of the named recipient(s). If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, action taken or reliance on the contents of this email is strictly prohibited. If you receive this e-mail message in error, please notify the sender immediately to arrange disposition of the information. Any attached digital files are the sole and express property of Marasco & Associates and are fully protected under the copyright laws of the United States of America. Any use of these plans/documents without direct written authorization from Marasco & Associates is strictly forbidden. Marasco & Associates retains the right to prosecute any misuse of these drawings/documents to the fullest extent of the law. Marasco & Associates shall not be held liable for any use of the attached information. 2/3/2009 : City of Wheat Ridge _~-r- % Residential Demoliti PERMIT - 081029 PERMST NO: 081029 ISSUED:09/OS/2008JOB PSJDRESS: 7920 W 44TH AVEEXPIKES: 03/04/2009 DESCRIPTION: Demo House - CONTACTS owner 303/935-2475 Brown Schrepterman . . gc 303/991-1280 Michael Mitchell 08-0087 ESA . PARCEL INFO ZONE CODE: UA , USE: UA SUBDIVISION: 0322 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATIONf" ..00 FEES Demolition Fee 50.00 TOTAL 50.00 Conditions: State permit turned in with permit application 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 Aidge or covenants, easements or restrictions of record; that all measurements shown,and allegations made are accurate; that I have readand agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other applicable Whea dge Ordinan for.wosk under this permit. Plans subject to field inspection. ~i9 oinm,n~ Signature of con r~-ac~tor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. ' . 2. This pesmib shall-expire 180 days from the issue date. Requests for an extension must be received prior to espiration date. M extension may be granted at the discretion of the Building Official. . 3. If this permit expires, a new permit may be acquired £or a fee of one-half the.amount normally required, provided nochanges 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 exceedsone(1) year, full fees sha11 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 protiPem. S. Contractor sha11 notify the Building Inspector [wenty-four (24)hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or.the approval of drawings and specifications shall not beronstrued to be a permit Eor, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule ox regulation. All plan review is su~bjec t 'eld inspections. Signature rof Chief Hui INSPECTION REQUE REQUESTS MUST BE ial date n =w T LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855MADE BY 3PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWINGBUSINESS DAY. (4C04R~'90 "~TCity of Whea t Ridge Building Division Date:Q~1 >~?g m 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan Inspection Line: 303-234-5933 permit#: 0 ~i Building Permit Application Property Address: 7-~a Q kj q74 PJe-- Property Owner (please print): dzo„.3,r . $c-h KeP TP(trv~,p.J Phone: 303 35-Mailing Address: (if different than property address) Address: p ~S 1 euOt,) a~7• City State zip: g~q(e..~o~c) CA. ~ ~ 10 Contractor: L~-- S Contractor License Sub Contractors: Electrical City License Company: Exp. Date: Phone: :~o 3 " Plumbing City License Company Exp. Date: 4~~I 80 Mechanical City License Company: Exp. Date: Use of space (description): Description of work: Sq. FtJL.Ftadded: Squares Construction Value: $ ,m (as calculated per the Buildinq Valuation Data sheet) Plan Review (due at time of submitfaQ: $ BTU's Gallons Amps OWNERICONTRACTOR 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 (I.B.C) and all other applirable Wheat Ridge Ordinances, for work under this perznit. Plans subject to field inspection. CIRLCEONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRASP44TATIVE of (OWNER) CONTRATOR PRINTNAME: L~L;5wiS ~\TL SIGNATURE ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: PIRE DEPARTMENT:: ❑ appfOVed W/ COmmenf5 ❑ disapproved ❑ no review required )6~ ('0,1'8 DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED Colorado Departrnent (Notice will be mailed to the demolition contractor unless specified otherwise) (See instruction #1 on reverse side) - Submit form to: of Public Health andEnvironment Fee: $50 +$5 per 1000 ft2 of area to be demolished s~ - Pertnit Coordinator Colorado Dept. of Public Health and Environment APCDdE-81 4300 Cherry.Creek Drive South Denver, CO 802464530 Phone:303-6923100 Fax: 303-782-0278 Asbestos@state.w.us Company Name: . 1 ~ - Building Nam . " Street footprint n o facility io be demolished O = S Zi C d - C V - ielephone k J - ) < G~V Fax ~ ~G_/' G 0 CitY: . C ~ ~ . ~ ~ Zip Code: . _ ~ P t Manag, ~ ~ Cell Phone # 7~!~,~' ' _ Proposed D rt Proposed C pleticn te = _ _ ~~G c- - -CJa?(._. I certify th Ce ifie sbestos 8uilding Inspector has informed me E Met o/ eans Of Demolition: O E about y re n g stos-containing materials in the faciliry to be i h d O ; d de s e t L . p na P' t ame: . Wrecking ❑ Burning 0 Implosion [I Moving 0 Other, specify: 715I . nd vin din Debns r ~ Burning requires additional authorization - Please call (303) 6923700 and ask to s eak to the O en Burnin Pertnit CooNinator GeneIG aentContractor(GAC) . Owners ` ~ L c r ~ e_ , ~ r y p ~ > U d O A CDPHE Asbestos Permit # To[al Quantity of Asbestos Rem`o/ved J Ji ' Zt~ r[- O . Street . ~ /o QE C U Date~RerpovalC mpleted (ele hon) # ~ . City: ry Z' Code: T%s)~ f sbestos-Cont i n~g Material~F emoved: ~ . m ContacY me: Telephone # W ith my signature below, I certify thatJ possess current AHERA accreditation and state of Colorado certification as o an Asbestos Building Inspector: I also certify that I have thoroughly inspected tfie facility to be demolished, as listed ~ in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of N asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the ❑0 facility.' I also certify that I have informed the owner7operetor of the facility or the demolition contractor that an H o y asbestos-containing material allowed to stay in the facility must remain non-friable during demolition. Specify type(s) N 15 oi ACM remaining, below: (check appropriate box(es)): m Q d -VinYI asbestos floor tile VAT ( )~VAT mastic'~ Tar/asphalt impregnated roofing ~ Asphaltic i e coatin s .a V p p g S ra -a lied tar c tin s❑ Caulkin g,Glazin ❑ Other, s ecif : d Si9nature: (in 81 k" . Pnnted Name: . w ~ LARS MALMSTROM V _ Date o Final I ction CO Expiration Date Telephone # ; Cell Phone # 282 09/12/08 (303) 487-4533 (303) 487-4533 I ver that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with A4CC Regulation No . 15(for information on CFC requirements call 6923100). I further verify that all luminousexit signs (containing radioactive matenaq have been ~ ~ p disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). C :a y ` - C a+ CHECKTHEAPPROP T BOX, - m O0 ❑ Building ner ontractor ❑ Other Oate: V I Signature: PrinW ....i~ THis Box is FoR CDPHE Use ONLv. Postmark or Hand Delivery Date: - Approved By: Code: El initial-310 Q transfer380 Form of Payment &Permit Record # Date Issued: * Regulated asbestos-containing materials means (a) friable asbestos-containina material, (b) Cateqorv I nonfriable ACM that has become friable, (c) l 1~~~a~,o a, wiii ue or nas oeen suoJecceo co sanding, nndm , cuttinq, or abrading or (d) Cateqorv II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces ezpected to act on the material in the courseof - demolition or renovation operations regulated by this regulation. -NOte: Asbestos-containing sheet vinyl and linoleum must be properly abated/removed prior to demolitidn. - Form' DNA08 Graul Property LLC _ • , • ' 3504 Laurel Avenue 7160 3901 9844 6338 8961 Manhattan Beach, CA 90266 . - • - . NOTICE AND ORDER TO PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code, the property owner of record: and all current occupants of the property legally described as: 120400, Charles Graul Jr Minor Subdivision, Lot 0003, Section 23, Township 3, Range 69, SW quarter section, commonly known as 7920 West 44th Avenue, Wheat Ridge, CO 80033 are hereby notified that the above described property has, this 23rd day of August, 2007, been declared to be a Dangerous Building by the undersigned Building Official of the City of Wheat Ridge, in accordance with Section 302, Subsection 17 of the Uniform Code far the Abatement of Dangerous Buildings, and you are hereby ordered to vacate the structure and make the xequired repairs. The specific violations of code are, bUt ROt I1TT11teCl t0: ~ Z; Article tvumber _ . : ,Fl. eive~.pT{We@gai 2003 Intemational Prope; ~"All exterior surfaces inc; cornices, porches, trim, H. 71611 3901 9544 6338 8961 ~.13de~Ne~ dd ~CO11CI1t1011." IrvES,ent eliver i 3. ServiceType CERTIFIEDMAIL . ~ 4. Restricted Delivery? (F-xtra Fee) ❑ Yes 2003 IllteT112t1Ori31 pT'Ope;; 7. ArticlaAddressetlto: door frames. "Every wil: Granl Property LLC condition, good repair arz 3504 Laurel Ave. i Muihattan Beach, CA 90266 ; Re: 7920 W. 44t"' Ave., Wheat Ridge, CO 80033 ~ PS Form 381Y, 9uly 2001 ~:'''DOmestic Reiurn Receipt nemt? i - --.j..r . . 1~ 'I:f~f:: !il + ' . .t! +~l~i~tf1 }~t rii=vvj:v1 ~il"7lHFlYT t 2003 International Property Maintenance Code Section 304.15 Doors. "All exterior doors, door assemblies and hardware shall be maintained in good condition." 1997 Uniform Housing Code Section 1001.8 (2) "Deteriorated or ineffective waterproofing of exterior walls, roof, foundations or floors, including broken windows or doors. The ordered repairs are: 1. Repair or replace all broken ar missing windows on the exterior of the structure. 2. Repair or replace all exterior doors to allow proper operation, latching and locking as necessary to secure against unauthorized entry and occupancy. 3. Any additional repair necessary to secure the exterior of the structure against unauthorized entry and to make the structure safe for occupancy. You are hereby ordered to initiate repairs within ten (10) days of the date of this notice as necessary to secure the structure and bring the structure into compliance. You are further notified that if the required repair work is not commenced within ten (10) days of the date of this notice, the Building Official may proceed to cause the work to be done and charge the costs thereof against the property or its owner. Any person having any record title or legal interest in the building may appeal from the notice and order ar any action of the Building Official to the Board of Appeais, provided the appeal is made in writing as provided in the 1997 Uniform Code for the Abatement of Dangerous Buildings and filed with the Building Official within 30 days from the date of service of such notice and order. Failure to appeal will constitute a waiver of all right to an administrative hearing and determination of the matter. ?we John C. Schumacher, Jr., CBO Chief Building Official City of Wheat Ridge Building Department 7500 W. 29`h Avenue Wheat Ridge, CO 80033 Office (303) 235-2853 Fax (303) 235-2857 cLtd o f wheat RLdge comwi.uvu,t~ DeveloPVKewt Pepavtwi.ev~t P~i.C1,I,GII,In~ DWLSi,OVi, 7,500 W. 29t~ ,4vev~.ue wheat R%dge, CD 80033 O'f fi,CZ: 303-235-2855 * FGiK: 303-235-2857 August 23, 2007 Graul Property LLC 3504 Laurel Avenue Manhattan Beach, CA 90266 Re: 7920 W. 44th Ave., Wheat Ridge, CO 80033 To Whom It May Concern: We are providing a copy of a"Notice and Order" which has been posted on the property located at 7920 W. 44t" Ave., Wheat Ridge, CO 80033. Should you have any questions regarding this notice, please contact our office at 303-235-2855 or John Schumacher, Chief Building Official at 303-235-2853. Sincerely, Kristy Shutto Permit Technician City of Wheat Ridge kshuttoCnDci.wheatridqe. co. us DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13600 BUILDING INSPECTION LINE - 303-234-5933 Date 3/26/02 CITY OF WHEAT RIDGE : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NURSERY SUPPLY Property Address : 7920 W 44TH AVE Phone : 424-3968 Contractor License No. : 19621 Company : Kilpatrick Plumbing & Heating Phone : 2340835 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 a~ree to ide 'al onditions printed on this application, and that I assume full resp s bility fo.co plia ce th he Wheat Ridge Building Code (U.B.C.) and all other applicable h at Ridgelg na 'ce ~for ork under this permit. (OWNER)(CONTRACTOR)SIGNEDQ"It,~ Y~4`!J" DATE 7 zGtp ~ Construction Value : $9,500.00 Permit Fee : $181.25 Plan Review Fee : $0.00 Use Tax : $142.50 Total . $32375 Use: Description : REPAIR SEWER LINE FOR NURSERY SUPPLY LOCATED AT 4255 YARROW. PIPE IS IN AN EASEMENT ON 7920 W 44TH AVE. BUILDING DEPARTMENT USE ONLY 1110111~ SIC: Sq.Ft.: Approval : Zoning : Approval : Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Roof Plumbing License No : Company : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval : -(1) This permitwas issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) days From issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provitletl no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abantlonment exceeds one (1) year, tull fees shall be paid for a new permit (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage pro6lem. (5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediin with successive phases of thejob. (6) The is a of %d!g or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the f codes or any other ordinance, law, rule or regulation. , e Chief Building spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: OF WHEAT ~ P BiTII.DING INSPECTION LIIVT - 303-234-5933 Date: CTTY OF WHEAT RIDGE 7500 WEST 29TH AVENT.iE WFIEAT RIDGE, CO 80215 - (303-235-2555) COL ORA~~ ,yHHUt~~rpA 7~~ 4~-Ci'~t,yd dl~4 i . Properry Owner: r\i'c..u2-~t'-"°4 Property Address: 'Ick Z 0 Phone : 3=~ ~ ~12~f 3ci uS Cormactor License No.: ComPanY: Phone: 3e~ ~-G 3'-t'CR7 OWNER/CONTRACTOR SIGNATORL+ OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by [his permit application aze accurate, and do notviolate applicable ordinances, mles or regulatlons of Ihe CiTy of Wheat Ridge or covenants, easements or reshictions ofrecord; that aIl measurements shown, and allegations made aze accurate; that I have read and agree to abide by all conditions printed on ihis application and that I assume full responsibiliTy for compiiance with the Wheat Ridoe Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pelmit. Iq\ 1 ~/~J (OWNIIi)(CONTRACfOR):SIGNED DAiE ~ Construction Value:$ C§C5CC, . Permit Fee:$ Plan Review Fee:$ Use lax:$ Total: $ Description: `Kr+~~a'^ .StJ~^ ~WE' \G✓ YVtw-5~...,-Z s~'Y~`f ~6L.clT-=C> AT `t2s'S~~~vv~<<i l7 i-: Cy.JSe... -1 122G t-? cilk``'\~ ~ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS ' Approval: Zoning: BUILUING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Elech-ical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (1) This pemlit was issued in accocdance with the provisions set forth in yoiv application and is su6ject to tlie laws of the State of Colorado and to the Zoning Regulafivns and Budding Codu of Wheat Ridge, Colorzdo or any other applicable ordinances ofthe Ciry. (2) l7us pelmit shall expice if (A) the work anthorized is not commenced wirtiin sixty (60) days from issue date or (B) the builNng authorized is suspended or abavdoned for a peuod of 120 days. (3) If tltis pelmit expires, a new permit may 6e acqu'sed for a fee of one-half the amoun[ mlmally reqnired, provided no changes have been or wil I be made in ihe original plavs and specificaeons and arty saspension or abandonmenchu not exceeded one (1) year. IfcUZnges have been or iFsuspensinn or ahandanmenI exceeds one (1) year, fiill fres sha116e paid for a new pemi[. (4) No work of any mavuer sha116e done that will change the naNral flow of water causing a dainage pmblem. (5) Con4actorshallnotifyNeBuildingTnspectortweuTy-four(24)hoursinadvanceforallinspectionazndahallreceivewrittenzpprovaloninspectionezrdbefore proceeding witli successive phases of thejob. (6) The issuance of a permit or the approval of drawings and specificatiovs shall uot be conshued ro be a permit foq nor an approvzl of, zny viotabon of Hie pmvisions of the buildivg wdes or any ocher ord'wsnce, law, mle or regulafion. Cluef Building Inspector DE'"?ARTMENT OF PLANNING AND DEVELOPMENT 3UILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12589 8/7/01 Property Owner : Property Address : 7920 W 44TH AVE Contractor License No. : 17835 Company : Blue Sky Plumbing Phone: 424-6510 Phone: 421 2161 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 r ord; that II meas e s shown, and allegations made are accurate; that I have read and re o de condi ons printed on this application, and that I assume full resp~f~o nce ' the Wheat Ridge Bujtding, Code (U.B.C J and all other applicable t Ri e r-n , for work under this peymd. ~ . (OWNER)(CONTRACTOR) Description : REPLACE LINE Construction Value : $3,500.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax : $52.50 Total: $149.75 Use: Electricai License No : Plumbing License No :17835 Mechanical License No : Company : Company : Blue Sky Plumbing Company : Expiration Date : 8/23/01 Expiration Date : Approval : OK/KS Expiration Date : Approval: Approval: (7) This permiiwas issued in accordance wi[h the provisions setforth in yopur application and is sub1ect to the laws of the State of Colorado and to ihe Zoning Regulations antl Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commeiued wdhin sixty (60) days from issue tlate or (8) the building authorized is suspendetl or abantlonetl for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been orwill be made in the original plans and specifrations and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceetls one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the na[ural flow ofwater causing a dreinage problem. (5) Con[ractor shall no6ty the Building Inspector twenry-four (24) hours in advance for all inspechons and shall receive written approval on inspec[ion card before proceediing with successrve hases of the ob. (6) The issuan o permit o e approval o~drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the b' g d ther ordinance, law, mle or regulatioa . _w Chief Building Inso ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE I WHEAT RIDGE, CO 80215 PropertyOwner: 1c,l~ C''lrku~ ~~aU ~,U • ~ PUt Phone : Property Address : `t Contractor License No. Company: INl~ S~ p'uVYtbf OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDINGAND I hereby ceA'rfy that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VJheat Ridge or covenants, easements or restridions of reco ; that ali meas shown. and allegations made are accurate; that i have read and a to abid I conditio printed on this application, and that I assume tull respon r c i wdh t Wheat Ridge Building Code (U.B.C.) and all ather applica6le dg ' a s, worlc under this pertnit./f (OWNER)(CONTRACTOR) Description: ~tQL'e. ~rO~~~ .E1'11 q Phone: 4p(^a(6I ~ Construction Value Permit Fee : Use Tax : Total: $0.00. Use BUILDING DEPARTMENT USE ONLY ~ SIC Approval: Zoning : Approval: MWbF Approval: Occupancy : Electrical License No : Company: Expiration Date : Approval: Sq. FC : Walls : Roof : Stories : Residentiai Units : Plumbing License No :i 113 rj Company pj I lke S ~-uc Expiration Date : 0'1'a3 I0 ~ Approvai: Mechanical License No : Company : Expiration Date : Approval: (i) This pertnd was issuetl in axordance vrith the pmvisions set forfh in yopur applica6on anA Is subjeci to the lav.s ol the State ol Colaada and to the Zonirg Regulatlons antl Buildirg CoCe of VJheat Ridge, Colorado w any other applipble ortlinances ol the City. (2) This pertnit shall expire if (A) the work authorized is nat commenced within sisty (60) days from issue Eate or (B) the builEinp aulhofized is suspendeda a6aMOned tw a perlotl of 120 days. (3) If this pertnil expires, a new permd may be acquired for a lee o/ onehalf the amount normally required, provided no changes have been w will be made in the original plans and spedfications and any susp~nsion or abantlonment has not ezceedeA one (1) year. If Uaig¢s are made or if suspension w abandonment e:ceeds one (1) year, tull fees shall be palA for a new pefmiL (4) No work ol any manner shall be Oooe thal will rhange the natural fiow ol water wusing a drainage problem. . (5y ConUatlw shall rw6(y ihe Builtling Inspector hvenry-lour (24) hours in advance lor all inspeclions aM shall receive written approval on inspection prd before proceeAiing with successive phases of ihe1'ob. (6) The issuance o1 a pertnil or the approval of d2wings and speaGwtions shail rwt be consWed to be a pefmit la, nor an approval ol, any WolaUOn of the provislons o( the buibinq codes or any oNer ordinance, law, rule or 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 INSPECTION TICKET JoB ADDRESS o~~ DATE: 7~~ I BLDG. PERMITN PERMIT# BLDG. CONTR.(~1v.X i~~✓-~"y"i'b~~~~!?~~L S CONTRACTOR .y DATE INSP. REQ.~~ I~'J TYPE OF I NSP&" ~A~/1GYLI.Q~Q INSPECTION MADE ~ 12 REMARKS W.R. FORM E18 j . % I .l ,y, City of `7`Iheat Pdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. November 19, 2008 Robert C. Brown Brown-Schrepferman & Co. 2380 S. Tejon St. Englewood, CO 80110 Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 RE: Building Permit for Office Building at 7920 West 44`x' Avenue Dear Mr. Brown: Your second submittal for the building permit for the above project (permit # 08-0378) has been reviewed and I have the following comments: 1. The photometric report submitted must show readings of 0 at all property lines. The report does not show lighting levels at property lines. 2. Please show all lighting fixtures on the property. Not all of the 7 lighting fixtures shown on page E1.2 are indicated on the photometric plan. Specifically, lighting types C, D, and G are not shown on the plan. 3. Per Sec. 26-503.C.8 of the Code of Laws, no freestanding lighting fixtures may be above 18 feet in height. The parking lot lighting shown at 25 feet is not allowed. Please reduce to 18 feet or lower. 4. Based on discussions with Dave Brossman of the Public Works Department, providing for the required street trees (5 required) may be problematic in the infiltration basin areas. The street trees must be provided between the front of the building and the street. Street trees are required at a rate of 1 per 30 feet of street frontage. This requirement can be fulfilled by clustering street trees as well - meaning that they do not have to be spaced 30 feet on center along 44'x' Avenue. The Community Development and Public Works Departments would like to work with you to fulfill this requirement while not having an adverse impact on the innovative drainage system proposed. 5. The required landscape buffer on the south side of the property may be fulfilled by the landscaped hedge that was indicated to reach a mature height of 6 feet per the response from Marasco Associates dated October 28, 2008. 6. The freestanding, permanent sign will be installed by the same contractor listed on the building permit, so the building permit does constitute approval of the sign as shown on the plans as well. You may re-submit plans to show compliance with the above regulations for our review. The only plans that I need to see for resubmittal are the photometric report and landscape plan per the above comments. Feel free to contact me at 303.235.2849 if you have any questions. Sincerely, Jeff Hirt Planner, Community Development Department wwwxi.m heatridge,co.us