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4840 Van Gordon Street
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FT -% Ivdt I l—�J • JCCUPANCY TYPE -7 �7� UPANCY LOAD z, ,6 CONSTRUCTION TYPE A/SPRINKLERED ❑ NON-SPRINKLERED i CITY O'F WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Q L_'C ' Job Address: H"61-10 ✓ A A Co r ��®„ S Permit Number: 2 0' S 0 I g S 9 ❑ No one available for inspection: Time !- Am P Re -Inspection required:Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: Ap 4Inspector: DO NOT REMOVE THIS NOTICE ! t t-- - i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / �_/ Job Address: q lqo Yom -o 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 - Date:— % Inspector: DO NOT REMOVE THIS NOTICE N Q C 'a Q = O [ EN M o 0 c H''� C U V 1-4tr ac rn FF a � U O m O d ro 4J (aa' 'l U [ HN � r 1 O V] M4.)H 4 Pi W m rl x� ° w °H °, O '� id > O N 4' 0 �Z ¢ cy cZ "on �wW ro 01 In N a y 0 w, ra U • 0 o 4.4 �� o o U: '^ F o f � o � CG c%� s Q A � 3 0. � •'� ro a� •'� Cl. o CG W u A U o �� a o � Q o A aao ao>Oa ro "'m W ° ro° A \/ i cc a�� ?� Z W N V O z 0 U F O b �o a� Oadoz mb a 3 0U _ o U Ri0A Q A O W °; W 0 401, z (d4-4 N >V�Gzr o p U o C o ca W o � 4J d 41i v S-1 N U 00 O W C: y ry O LA0 F c.' 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A i CITY OF WHEAT RIDGE -��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 L 7- r c en 546 Job Address: �/ c6- yT a.,, Permit Number: "(;' 0 i 5F3- a / -? � CITY O1 WHEdt RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: `1 � N o U �, /�; �, rpt O p Permit Number: '*-7 a i ❑ No one available for inspection: Time /PM Re -Inspection required: e)No When corrections have been made, call for re -inspection at 303 -234 - Date: ) �R Inspector: '-"", DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ma,_8� U Job Address: L-1 a p /", 011 5/` 900' Permit Number: 2_G 0011e_; err, LJ�, No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: _Inspector: r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 714---' Permit Number: ❑ No one available for inspection: Time 23CAWPIVI Re -Inspection required: Yes No When correct"ons hav been made, call for re -inspection at 303-234-5933 Date: f Inspector: s--�� 120 NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` L Job Address: `l J got' Permit Number: 1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Y# No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 ! _� 1 `; inspector: f DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT ON OTIC t___0 Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Timc �, M M Re -Inspection required: Yes, When corrections have been made, call force -inspection at 303-234-5933 Date: ( Inspector - DO NOT REMO �E THIS NOTICE City of Wheat Ridge �R Comm. Tenant Finish PERMIT - 201802339 PERMIT NO: 201802339 ISSUED: 10/04/2018 JOB ADDRESS: 4840 Van Gordon St Unit 800 EXPIRES: 10/04/2019 JOB DESCRIPTION: Tenant finish for new distillery; new floor sink, new Energy Recovery Ventilator (ERV); installation of distilling equipment and storage racks to be installed by tenant; 523 sq ft total for finish; suite is 1,866 sq ft total **Revision change in location of still control panels to East wall from North wall $0.00 valuation.** Tenant: Conflagration Distillery *** CONTACTS *** OWNER (303)564-6677 VANGORDON PROPERTIES LLC SUB (303)863-0489 Lou/Mario Ficco 019638 Lou -Mar Construction SUB (303)667-0807 Mark Dill 180263 MED ELECTRIC SUB (303)660-9812 James Ennis 130097 Ennis Plumbing LLC SUB (303)321-7446 Dennis Supple 180321 Dennis Supple *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,485.74 FEES Total Valuation 0.00 Plan Review Fee 215.22 Use Tax 367.20 Permit Fee 331.10 ** TOTAL ** 913.52 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201802339 PERMIT NO: 201802339 ISSUED: 10/04/2018 JOB ADDRESS: 4840 Van Gordon St Unit 800 EXPIRES: 10/04/2019 JOB DESCRIPTION: Tenant finish for new distillery; new floor sink, new Energy Recovery Ventilator (ERV); installation of distilling equipment and storage racks to be installed by tenant; 523 sq ft total for finish; suite is 1,866 sq ft total **Revision change in location of still control panels to East wall from North wall $0.00 valuation.** Tenant: Conflagration Distillery I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfornlg4 and that all wprk to V performed is disclosed in this document and/or its' accompanying approved plans and specifications. / /-/1- Otture of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ondiinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChiefJiuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. .' 4• City of ]��WheatFI,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 fti.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1- y U c� � ���- U n/r— �-U �) Property Owner (please print): ✓�, 6>c ^�� ^c -f'�,L L t- Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company; L Uy /a r/k✓J Contact Person:' ° c Phone: Contractor: I'VE E 0 C L L -L Contractors City License #: I kc -11 Z (� 3 Phone: 3 , `/ &o�- -�- - o '?!7 Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) 2r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: J SIGNATURE`--- ---'f ,,t DATE: DEPARTMENT USE ONLY ZONING COMMMENTS Reviewer OCCUPANCY CLASSIFICATION: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2,C)(-/ " 'LUQ l�1 UnlIJ�2.(r 1,1,0 Job Address: �9(DVA4 6-0r,-0c?N ST '#900 Permit Number: 201,9 02 3 319 ❑ No one available for inspection,Time ! f / Ll% f�q1�, /PM Re -Inspection required: Ye No i When corrections have been made, call for re -inspection at 303-234- 933 Date: K D) 1 21 I '3 Inspector: " A611�� DO NOT REMOVE THIS N�TICE 1* � 4 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: OLO ,?,U�P%�ravne�'r�nr� Job Address: &Y6 ✓mr �n 5_j ✓., ' Ci' Permit Number:cfL)/9_02 132 2 ❑ No one available for ins tion: Time AM/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/O//O /g/ Inspector: %y% 17" DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201802339 PERMIT NO: 201802339 ISSUED: 10/04/2018 JOB ADDRESS: 4840 Van Gordon St Unit 800 EXPIRES: 10/04/2019 JOB DESCRIPTION: Tenant finish for new distillery; new floor sink, new Energy Recovery Ventilator (ERV); installation of distilling equipment and storage racks to be installed by tenant; 523 sq ft total for finish; suite is 1,866 sq ft total Tenant: Conflagration Distillery *** CONTACTS *** OWNER (303)564-6677 VANGORDON PROPERTIES LLC SUB (303)863-0489 Lou/Mario Ficco 019638 Lou -Mar Construction SUB (303)667-0807 Mark Dill 180263 MED ELECTRIC SUB (303)660-9812 James Ennis 130097 Ennis Plumbing LLC SUB (303)321-7446 Dennis Supple 180321 Dennis Supple *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,485.74 FEES Total Valuation 0.00 Plan Review Fee 215.22 Use Tax 367.20 Permit Fee 331.10 ** TOTAL ** 913.52 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201802339 PERMIT NO: 201802339 ISSUED: 10/04/2018 JOB ADDRESS: 4840 Van Gordon St Unit 800 EXPIRES: 10/04/2019 JOB DESCRIPTION: Tenant finish for new distillery; new floor sink, new Energy Recovery Ventilator (ERV); installation of distilling equipment and storage racks to be installed by tenant; 523 sq ft total for finish; suite is 1,866 sq ft total Tenant: Conflagration Distillery I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed aid that all t e p ormed is disclosed in this docu en and/or its' accompanying approved plans and specifications. /J 0/ �� � Sig re ofER r CONTRACTOR (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, 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 subjeto the standard requirements, fees and procedures fct or 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 issuance or gran ' of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app le code ora rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat f�. E -� CnMMuNITY D[VL-LOPMLNT k,i is ! Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 p4r Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(abci.wheatridge.co.us Date: 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. *1 Property Address: Lt 4840 Van Gordon Street, Wheat Ridge, CO 80033 Property Owner (please print): Van Gordon Properties L.L.C, Mario Ficco Phone: 303-564-6677 Property Owner Email: Tenant (Commercial Projects Only) marioficco@gmail.com John P. Peters, Conflagration Distillery Property Owner Mailing Address: (if different than property address) Address City, State, Zi Arch itect/EIng ineer: Paul Adams, AIA LEED AP, Earth and Sky Architecture Architect/Engineer E-mail: Contractor: padams@eanhskyarchitecture.com City of Wheat Ridge License #: Contractor E-mail Address: Lou -Mar Construction License #019638 marioficco@gmail.com For Plan Review Questions & Comments (please print): Phone: 720-956-1643 o Phone: 303-564-6677 CONTACT NAME (please print): Paul Adams, AIA LEED AP Phone: CONTACT EMAIL(p/ease print): padams@earthskyarchitecture.com Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 720-956-1643 Mechanical: W.R. City License # F✓ COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, 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. The existing suite has a finished office space and restroom in the front with an unfinished warehouse space in the back. There is an overhead door for trucks to access the rear warehouse space. The office space/restroom is 352 SF and the warehouse space is 1514 SF for a total of 1866 SF for the suite. The new work involves setting up a small batch distillery in a 523 SF portion of the warehouse space. A new floor sink will be added below the existing mop sink to capture any spills/overflow from the distilling operation. A new Energy Recovery Ventilator (ERV) will be installed to increase the ventilation as required. The distilling equipment and storage racks will be assembled/installed by the Tenant. Commercial Projects Only: Occupancy Type Sq. Ft./LF 1866 SF, suite area BTUs Amps Squares B, F-1 + S-1 Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 8,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT CTO or A / IZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: VA (A L, A Ill f2 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: vw*L �) �3 Oa CONSTRUCTION TYPE: Reviewer: 57L3 &) I4.6Z 0) 6gZ.ZG BUILDING DEPARTMENT COMMENTS: CX) 31-7�3: Reviewer: Wig PUBLIC WORKS COMMENTS: i `', Ad Reviewer: B 7 9 � I' Building Division Valuation: � �j �f Subject: Permit application accepted - Arvada Fire Protection District From: <NoReply@mobile-eyes.com> Date: 8/20/18, 5:12 PM To:<padams@earthskyarchitecture.com> CC: Your permit request for Conflagration Distilling Co. at STE 800, 4840 Van Gordon Street Wheat Ridge, CO 80033 has been accepted. Plans are reviewed in the order they are received. The approximate review turnaround time is 2 weeks. There are NO expedited reviews. The .Job Number is: 180820002 Description: The Project is to build a small batch spirits distilling facility in an existing CMU building. _ of 1 8/21/18,10:57 AM This form must be signed by each sub -cop tractor. This form wili not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: Yk-"/o kco Permit ft: General Contractor: /-0 " mell P - Electrical Sub -Contractor Company Name: fy) 6-D 616-c� TK -T C- Phone #: 3 Oso State License #: �?00 Master #:- (;, ( 60) Wheat Ridge License 14: /ko 2-61. required field) 67 Signature of Authorize&1<91-ent Date Plumbing Sub -Contractor Company Name: IZ Z -!L Phone #- A State License #: f)(' C) CC 0, e�S Master #: Wheat ffidjiF v, 4, J300q ____(required field) ci Signature of Authorized Agent Da Mechanical Contractor Company Name: De-ri el'is EuOiAet- Phone: 7Z© - Li, 7---107 W t Ridge UCerl.e n.- -____(required field) I/A 7 Signature of Authoif/ed Agent Wte 1 b o o *1, v nTOJ>O�� a y 'oCD OHM t'r 00 D o m Odap o 0.3 o 0 00 n°o y o o r, f H Cr- o 'n w CA c _v� oa ono a y n ri m .. o. 47 6 r , O N rr m n Cr CD[ c 0 N rD rSo 3 CD D CD r 0 *0 > N Ph1" CD p .Err N. ° rZ N • w =� O W N Hh L=J N CN<? A 0o a Z p H rn o rao •mss oo < �� p p H m O G o o tq a H 0 M hii rr Ph PC F3 rr w pi n rar W o Qq A 0 Cr n� O _E. 4 pi ro p �1 w E. y i o, K N. tG IQ 110, p ro d o cr 00 f rye On A y d W O Q 0 M M A x d M 00 m R A O0 City of ,0 `7`I heat Rijgc BUSINESS LICENSE INSPECTION PERMIT NO. 201800987 INSPECTION DAYTIME g °36) A 0 INSPECTION DAY/TIME INSPECTION DAYTIME BUSINESS NAME: Custom Lighted Signs ADDRESS: 4840 Van Gordon St. Suite 400 CONTACT NAME: Lisa J� I SQ FT OCCUPANCY TYPE OCCUPANCY LOAD CONSTRUCTION TYPE >CSPRINKLERED Z-,5 j 303- i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: &I1(-Ioq F EG Job Address: ggyn r Vol 6o , -,)a4 51 Un1 Permit Number: aC���0099 ❑ No one available for inspection- Time AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234-5933 ? rM�7- Date: l� Inspector: l►f DO NOT REMOVE THIS NOTICE i 'b z o 11 '� "ti 0�e CD pg m n cC. y 5 N n a `� `� CrJ v'* ewe N a rr r Cro17 x ►� eo = a r: 0 P- F, H n C" p n 0 N O a � 7J �1 tr rr10 0 0 H Z rA n o M Z R °.n m n rA C � rA a F ^ rnb 00� z P-m mz, 0 m a o m r) y o n ft ' M 0 tr o m m r�o m rr � w CD CD a R n. M =7 y su z n a p �j w mw o wo C7 vm o 0 w r,*3�CD m� off° Fl- F,. p n N A w td ea '+ wm e a ro O x m P. t-h [ ce o �O Cl a orri z p� 9 tr iq ~m H C o ewe o o a 0 o o � ^OCDo. o N• ^O Mro b W fes/] C R °' J rrrC� 0 p, rr w ~ m CD �1 n O G � � A S C E. E: :jy ` �_ S. k ce _ E w O ¢eD rr 0 o c rr ° 0 C y O d = N Ree � 00 7 Ir fD fD a I~ C p 00 C "y of W heat idge BUSINESS LICENSE INSPECTION PERMIT NO. 201706799 BUSINESS NAME: Hogback Distillery INSPECTION DAY/TIME Thurs., Dec. 14th @ 10:00 AM ADDRESS: 4840 Van Gordon St. Suite 600 CONTACT NAME: Graeme (00 SQ FT 3ao l �2s� 1 OCCUPANCY TYPE OCCUPANCY LOAD SPRINKLERED NON-SPRINKLERED (303) 22�(— -z,(ID COMcheck Software Version 4.0.2.9 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 4880 VAN GORDON WHEAT RIDGE, CO 80033 Additional Efficiency Package I 2012 IECC o Va+' 6 a/� FICCO OFFICE WAREHOUSE New Construction Owner/Agent: PA VM73 " , ss�ONAL�ENG\ Designer/Contractor: 016 Chad Smith 3 CONSULTING ENGINEERS 17032 W. 64TH CIRCLE ARVADA, CO 80007 720-810-5714 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-OFFICE/WAREHOUSE (Office) 27972 0.85 23776 Total Allowed Watts = 23776 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-OFFICE/WAREHOUSE (Ojfi .al LED 1: A: LED WALL PACK: LED Panel 70W: 1 4 73 292 LED 2: B: LED STRIP LIGHT: LED Panel 80W: 1 18 88 1584 LED 3: EM: EM LIGHT: Other: 2 12 1 7 LED 4: X1: EXIT SIGN: Other: 1 7 1 5 LED 5: X2: EXT, EM LIGHT: Other: 2 7 1 5 Total Proposed Watts = 1893 MMI Interior Lighting PASSES. Design . .. Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.2.9 and to comply with the mandatory requirements listed in the Inspection Checklist. Chad Smith, Principal Clad 5 11-17-2016 Name - Title Signature Date Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 1 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING,cck COMcheck Software Version 4.0.2.9 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Plan Review i 1 Complies? C103.2 Plans, specifications, and/or ❑Complies [PR4J1 calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. i C406 Plans, specifications, and/or ❑Complies I[PR9]1 calculations provide all information ❑Does Not I with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: Comments/Assumptions 1 High Impact (Tier 1) I �� edium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 2 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING.cck Section W _& Req.ID C405.2.2. 1 [EL22]z C405.2.1 1 [EL23]z Rough -In Electrical Inspection ! Complies? Automatic controls to shut off all ❑Complies building lighting installed in all ❑Does Not buildings. ❑Not Observable 50%. ❑Not Applicable Independent lighting controls installed ❑Complies per approved lighting plans and all []Does Not manual controls readily accessible and ❑Not Observable visible to occupants. ❑Not Applicable jC405.2.1. Lighting controls installed to uniformly ❑Complies 12 reduce the lighting load by at least ❑Does Not I[EL15]1 50%. ❑Not Observable ❑Not Applicable IC405.2.2. Daylight zones provided with ❑Complies 13 individual controls that control the []Does Not 4[EL16]2 lights independent of general area ❑Not Observable lighting. ❑Not Applicable C405.2.3 Sleeping units have at least one ❑Complies [EL17]3 master switch at the main entry door ❑Does Not that controls wired luminaires and ❑Not Observable -- -- -- switched receptacles. ❑Not Applicable C405 2.2. ----- - Occupancy sensors installed in - -.-- ---- ❑Complies 2 required spaces. ❑Does Not [EL18]1 ❑Not Observable ❑Not Applicable C405.2.2. Primary sidelighted areas are ❑Complies 3 �[EL20]1 equipped with required lighting ❑Does Not controls. ❑Not Observable ❑Not Applicable C405.2.2. Enclosed spaces with daylight area ❑Complies 3 under skylights and rooftop monitors ❑Does Not [EL21]1 are equipped with required lighting ❑Not Observable controls. ❑Not Applicable �C405.2.3 Separate lighting control devices for ❑Complies [EI_411 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable I ❑Not Applicable C405.3 Fluorescent luminaires with odd ❑Complies [EL19]3 numbered lamp configurations that ❑Does Not are within 10 feet center to center (if ❑Not Observable recess mounted) or are within 1 foot []Not edge to edge (if pendant or surface Applicable mounted) shall be tandem wired. ----- ------------------ C405.4 Exit signs do not exceed 5 watts per [EL6]1 face. C405.2.3 Additional interior lighting power [EL8]1 allowed for special functions per the approved lighting plans and is automatically controlled and I separated from general lighting. Additional Comments/Assumptions: ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable Comments/Assumptions 1 !High Impact (Tier 1) 1 2 Medium Impact (Tier 2) j 3 ! Low Impact (Tier 3) — Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 3 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING.cck 1 ;High Impact (Tier 1) T2 j Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 4 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING,cck 0 i Final Inspection Complies? C408.2.5. Furnished as -built drawings for ❑Complies 1 electric power systems within 30 days []Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 1!2 E[FI1713 building owner or designated representative. ❑Not Observable E ❑Not Applicable C405.5.2 Interior installed lamp and fixture ❑Complies �[FI1811 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. C408.3 Lighting systems have been tested to ❑Complies [F13311 ensure proper calibration, adjustment, ❑Does Not � programming, and operation. ❑Not Observable ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies [F13411 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: Comments/Assumptions - See the Interior Lighting fixture schedule for values. High Impact (Tier 1) — 2?Medium Impact (Tier 2) L3 ; Low Impact (Tier 3) 1 Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 5 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING.cck Project Title: FICCO OFFICE WAREHOUSE Report date: 11/17/16 Data filename: C:\Users\cs\Dropbox (3CE)\3CE Team Folder\2016 JOBS\16.024 4880 FICCO OFFICE Page 6 of 6 WAREHOUSE\DOCUMENTS\CORRESPONDENCE\COMM CHECK\LIGHTING.cck COMcheck Software Version 4.0.3.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 4880 VAN GORDON ST Wheat Ridge, CO 80033 Additional Efficiency Package Unspecified 2012 IECC FICCO OFFICE WAREHOUSE BUILDING B Wheat Ridge, Colorado 5b New Construction Owner/Agent: Mechanical Systems List Quantity System Type & Description 6 GUH-1,2,3,4,5,6 (Unknown): Heating: 1 each - Unit Heater, Gas, Capacity = 175 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 2180 CFM, 0.1 motor nameplate hp UH -1 (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 10 kBtu/h No minimum efficiency requirement applies Fan System: None Mechanical Compliance Statement Designer/Contractor: John Howe 3CE 'O" ADP- 14 NOV 17 2016 Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.3.0 and to comply with the mandatory requirements listed in the Inspection Checklist. Name - Title Signature Project Title: FICCO OFFICE WAREHOUSE BUILDING B Data filename: EACOMcheck\16024 FICCO 4880.cck Date Report date: 11/16/16 Page 1 of 8 �( COMcheck Software Version 4.0.0 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Ficco Office Warehouse - Building B Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 6% Skylight / Roof Area 1 % Construction Site: Owner/Agent: Designer/Contractor: 4880 Van Gordon St Lou Ficco Scott Sworts Wheat Ridge, CO 80033 Clear Creek Valley, LLC dcb Construction 576 --- --- 3650 Vance Street, Suite 1 909 E. 62nd Ave 613 --- --- Wheat Ridge, CO 80033 Denver, CO 80216 303-263-0489 303-287-5525 louficco@gmail.com ssworts@dcbl.com Building Area Floor Area 1 -Warehouse : Nonresidential 28582 Additional Efficiency Package High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R -Value R -Value U -Factor Factor(e) Perimeter Floor: B -001-001-1-F-18 (5 combined surfaces): Slab-On- Grade:Unheated, Vertical 1 ft., [Bldg. Use 1 - Warehouse] (b) Roof: T -001 -E -R-15 (4 combined surfaces): Insulation Entirely Above Deck, [Bldg. Use 1 - Warehouse] Skylight: T-001 -E-R-1 5-W-1 (24 combined surfaces): Metal Frame with Thermal Break:Glass, With Curb, Perf. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, VT 0.30, [Bldg. Use 1 - Warehouse] NORTH Exterior Wall: N-001 -E-W-3 (3 combined surfaces): Solid Concrete:? Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] EAST Exterior Wall: E-001 -E-W-1 (3 combined surfaces): Solid Concrete:7" Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] SOUTH Exterior Wall: S -002 -E -W-24 (36 combined surfaces): Solid Concrete:T' Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] Door: S -002 -E -W -24-D-1 (6 combined surfaces): Insulated Metal, Non - Swinging, [Bldg. Use 1 - Warehouse] Window: S -002 -E -W -24-W-3 (42 combined surfaces): Metal Frame Curtain Wall/Storefront, Perf. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, VT 0.30, [Bldg. Use 1 - Warehouse] 720 --- 19.0 0.526 0.550 26817 --- 38.0 0.026 0.039 286 --- --- 1.100 0.500 5185 --- 19.0 0.048 0.078 2988 --- 19.0 0.048 0.078 5746 --- 19.0 0.048 0.078 576 --- --- 0.600 0.600 613 --- --- 0.800 0.380 Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 1 of 9 Documents\ComCheck\Building B Initial Com Check.cck Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factorw Perimeter WEST Exterior Wall: W-001 -E-W-2 (27 combined surfaces): Solid Concrete:7" 2983 --- 19.0 0.048 0.078 Thickness, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] Door: W-001 -E-W-2-D-1 (3 combined surfaces): Insulated Metal, Non- 237 --- --- 0.600 0.600 Swinging, [Bldg. Use 1 - Warehouse] Window: W-001 -E-W-2-W-3 (27 combined surfaces): Metal Frame 377 --- --- 0.800 0.380 Curtain Wall/Storefront, Pert. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, VT 0.30, [Bldg. Use 1 - Warehouse] (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements (b) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope PASSES: Design 4% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspection Checklist. % i IMa � 0 Name - Title gnature Datl MICHAEL .* BRAY C� ARC -201670 ti��p ARG\ Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 2 of 9 Documents\ComCheck\Building B Initial Com Check.cck COMcheck Software Version 4.0.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C406 Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be []Not Observable determined for the additional energy ❑Not Applicable efficiency package options. C402.3.1 Vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above -grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.3.1 Skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable lobby, atrium, concourse, corridor, ❑Not Applicable storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. Areas with obstructions that block ❑Complies 2 direct beam sunlight on >= 1/2 of the ❑Does Not [PR15]1 roof over the enclosed area for more ❑Not Observable than 1,500 daytime hours per year ❑Not Applicable between 8 am and 4 pm. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 3 of 9 Documents\ComCheck\Building B Initial Com Check.cck Section # Footing / Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID C402.2.6 Slab edge insulation R -value. R- R- ❑Complies See the Envelope Assemblies [F03]2 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable C303.2 Slab edge insulation installed per ❑Complies [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F05]2 depth/length. Slab insulation ❑Does Not table for values. extending away from building is ❑Not Observable covered by pavement or >= 10 inches of soil. ❑Not Applicable C403.2.7, Exterior insulation protected ❑Complies C408.2.8, against damage, sunlight, ❑Does Not C404.5 moisture, wind, landscaping and ❑Not Observable [F06]1 equipment maintenance activities. ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies See the Envelope Assemblies [FO12]3 incorporating radiant heating ❑Does Not table for values. insulated to >=R-3.5. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 4 of 9 Documents\ComCheck\Building B Initial Com Check.cck Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID C402.4.1, The building envelope contains a ❑Complies C402.4.2 continuous air barrier that is ❑Does Not [FR16]1 sealed in an approved manner ❑Not Observable and either constructed or tested in an approved manner. Air ❑Not Applicable barrier penetrations are sealed in an approved manner. C402.4.3, Factory -built fenestration and ❑Complies C402.4.4 doors are labeled as meeting air ❑Does Not [FR18]3 leakage requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all ❑Complies [FR17]3 building entrances. Doors have ❑Does Not self-closing devices. ❑Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U -Factor. U__ U- ❑Complies See the Envelope assemblies C402.3.4 ❑Does Not table for values. [FR8]1 ❑Not Observable ❑Not Applicable C402.3.3 Skylight fenestration U -Factor. U- U- ❑Complies see the Envelope assemblies [FR9]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies See the Envelope assemblies [FR10]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C402.3.3 Skylight SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR11]1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are ❑Complies [FR13]1 certified as to performance labels ❑Does Not or certificates provided. ❑Not Observable ❑Not Applicable C402.2.7 U -factor of opaque doors U- U- ❑Complies See the Envelope Assemblies [FR14]2 associated with the building ❑ Swinging ❑ Swinging ❑Does Not table for values. thermal envelope meets ❑ Nonswinging ❑ Nonswinging []Not Observable requirements. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 5 of 9 Documents\ComCheck\Building B Initial Com Check.cck 12 IECCI Mechanical Rough -In Inspection I Complies? I Comments/Assumptions C402.4.5. Stair and elevator shaft vents have ❑Complies 1 motorized dampers that automatically ❑Does Not [ME3]3 close. ❑Not Observable ❑Not Applicable C402.4.5. Outdoor air and exhaust systems have ❑Complies 2 motorized dampers that automatically ❑Does Not [ME58]3 shut when not in use and meet maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 6 of 9 Documents\ComCheck\Building B Initial Com Check.cck Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID C402.4.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are ❑Does Not [IN1]1 sealed, caulked, gasketed, ❑Not Observable weather stripped or wrapped with moisture vapor -permeable ❑Not Applicable wrapping material to minimize air leakage. C402.4.2. Roof R -value. For some ceiling R- R- ❑Complies See the Envelope Assemblies 1 systems, verification may need to ❑ Above deck ❑ Above deck ❑Does Not table for values. [IN2]1 occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable C303.2 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. ❑Does Not Blown or poured loose -fill insulation is installed only where ❑Not Observable the roof slope is <=3 in 12. ❑Not Applicable C402.2.1 Skylight curbs are insulated to R- R- ❑Complies [IN4]3 the level of roofs with insulation ❑Does Not above deck or R-5. ❑Not Observable ❑Not Applicable C303.2 Above -grade wall insulation ❑Complies [IN7]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies [IN8]2 ❑ Mass ❑ Mass ❑Does Not table for values. ❑ Steel ❑ Steel ❑Not Observable ❑ Wood ❑ Wood ❑Not Applicable C303.1 Building envelope insulation is ❑Complies [IN10]2 labeled with R -value or insulation ❑Does Not certificate providing R -value and ❑Not Observable other relevant data. ❑Not Applicable C303.2.1 Exterior insulation is protected ❑Complies [IN14]2 from damage with a protective ❑Does Not material. Verification for exposed ❑Not Observable foundation insulation may need to occur during Foundation ❑Not Applicable Inspection. C402.2.1 Insulation intended to meet the ❑Complies [IN17]3 roof insulation requirements ❑Does Not cannot be installed on top of a ❑Not Observable suspended ceiling. Mark this requirement compliant if ❑Not Applicable insulation is installed accordingly. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 LowImpact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 7 of 9 Documents\ComCheck\Building B Initial Com Check.cck 20121ECC Final Inspection Complies? Comments/Assumptions C402.4.6 Weatherseals installed on all loading ❑Complies [F137]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.4.8 Recessed luminaires in thermal ❑Complies (FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies [FI34]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 8 of 9 Documents\ComCheck\Building B Initial Com Check.cck Project Title: Ficco Office Warehouse - Building B Report date: 11/18/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 9 of 9 Documents\ComCheck\Building B Initial Com Check.cck CERTIFICATE OF OCCUPANCY Permit #: 201601851 City of Wheatl dge COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 *Stipulations: New CMU office/warehouse building - 28,342 sg ft total Date: 08/02/2018 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, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: CLEAR CREEK VALLEY LLC ADDRESS: 4840 VAN GORDON ST. WHEAT RIDGE, CO 80033 CONTRACTOR/ADDRESS: John R. Barna, Jr. 909 E 62nd Ave, Denver, CO 80216 PROPERTY ADDRESS: 4840 Van Gordon St, Wheat Ridge, CO 80033-2116 PARCEL #: 39-174-08-027 ZONING: I OCCUPANCY: B/S-1 TYPE OF CONST: II -B OCC LOAD: 77 FOR THE FOLLOWING PURPOSE: Commercial New Structure Code Editions: 2012 ICC / 2014 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sorinklered• Yes i CITY OF WHEAT RIDGE Building Inspection Division 4(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax ISISPECTIONAOTICEt C Inspection Type: 47 - &)(-bw (- FINA(_ Job Address: L) S -I O VAIV 6q2o,,-�,j S -F Permit Number: 00 160 J SS I ❑ No one available for inspection: Time x:C A�VI )pm Re-Inspectio required: YesNo When correctio s have been made, call for re -i ction at 0 -24-533 Date: z Inspector: DO NOT REMOVE THIS OTICE 'CITY OF.WHEAT RIDGE _:�9�Building Inspection Division ` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12 U U-6 N We If Job Address: W0440 VG n 6o,(&Av1 Permit Number: I �U( 42 ct ❑ No one available for inspection: Time d AM/ M Re -Inspection require Y When corrections have been made, call for re -inspection at 303 -234 - Date: --7 (P 03 -234 - Date: -7(P l Inspector: ( DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Rc)0L� H P1 Qm lo Job Address: LqO VcA rl C) 0v d 0V\ -, f -44 E00 Permit Number: :0001429 ❑ No one available for inspection: TimeAM/ M Re -Inspection required: Yesc1for When corrections have been made,e-inspection at 303-234- Date:- -7 U' ! Inspector: DO NOT REMOVE THIS NOTICE A o CITY OF: =WHEAT RIDGE - Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12 Lj Gr H irc",nA `Q Job Address: L4?t4(_) CA V-, Permit Number: 20/ �OI L429 ❑ No one available for inspection: Time U AIV PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: -7 (o l Inspector: 4__ ( DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201801429 PERMIT NO: 201801429 ISSUED: 06/01/2018 JOB ADDRESS: 4880 Van Gordon ST EXPIRES: 06/01/2019 JOB DESCRIPTION: Add two bathrooms and demising wall in core and shell unit; 4800 sq ft total Tenant: Shredder Ski *** CONTACTS *** OWNER (303)263-0489 VANGORDON PROPERTIES LLC GC (303)863-0489 Lou/Mario Ficco 019638 Lou -Mar Construction SUB (303)456-8622 Jesse Vittetoe 020097 Plumbing Specialists SUB (303)944-1805 Edgar Virrueta 180154 Primo Electric Company *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 1,254.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201801429 PERMIT NO: 201801429 ISSUED: 06/01/2018 JOB ADDRESS: 4880 Van Gordon ST EXPIRES: 06/01/2019 JOB DESCRIPTION: Add two bathrooms and demising wall in core and shell unit; 4800 sq ft total Tenant: Shredder Ski Ibmy signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of r-6)dKER or CONTRACTOR (Circle one) Date f _ 1T -his permit was issued based on the information provided in the permit application and accompanying Flans 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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 re uired inspections and shall not roceed or conceal work without written approval of such work from the Building and Inspection �ervices Divisi 6. The i ce grantin . a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any app, r an or regulation of this jurisdiction. Approval of work is subject to field inspection. Signatures Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat P,jdge COMMUNITY DE VEL.OI'MENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: E; I7 J Plan/Permit # �0 I K Plan Review Fee: C)�� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '41 y �o VG/1 Property Owner (please print): LIJ �-� c �� Phone:.3D)-a�' 3_ 0'14'% Property Owner Email: `t (C) ct mct ; r v Tenant (Commercial Projects Only) s h ('eL',!:, SL' Property Owner Mailing Address: (if different than property address) Address: r City, State, Zip: 4,.�h e,.-,lco �Uy 33 Architect/Engineer: (tip i 0ik,,N G, Gcj �r7 Architect/Engineer E-mail: Lfre.P 4%e- CL4= -'*one: 7%03'YL LI S7 e � Contractor: L, -_ 4 "� City of Wheat Ridge License #: Contractor E-mail Address: 16,1 (--ee-cu �G rite l Com. -,-L Phone: �>U-�_ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Z o - t'z G c J Phone: 30-3 rr 6 3- 0q dJ CONTACT EMAIL(p/ease print):Jc:,. r-ec) (6� L., cc : Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 1XCOMMERCIAL ❑RESIDENTIAL Description of work: For ALL projects, 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. Sq. FULF 41400 .t, (` BTUs Gallons Amps Squares Commercial Projects Only: Occupancy Type: �_� Construction Type: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ON (OWNERS{CONTRAC OR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CON/TRACTOR) Signature (first and last oam� : DATE: Printed Name: % ) )- DEPARTMENT USE ONLY 31j A3 ZONING COMMMENTS: OCCUPANCY CLASSIFICATION. CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: City of Wheat Ulge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: 0 o U Van G-{c��-1 Permit #: c General Contractor: L -.W Mr, r Electrical Sub -Contractor Company Name: State License #: Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: �" s Phone #: 2 State License #: • Cool 12 3 Master #: M P . 00 5C9 Z Wheat Ridge License #: C�j2. GG -1 (required field) a+U_ Vb4;> 511 Ig Signatu'ife of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of Wh6at�ige COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form mus9 be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be acce ted with missing information. Ll J v„� 300 Project Address: Lr e 4 0 V," C -70r00 h _permit #: General Contractor: L o v - M, Electrical Sub -Contractor Company Name• pr t ;rr► ii E 12 ,,+c; i- State License #: & P"'^ Phoe #: Master #: 00 3 (91 q G Wheat Ridge License #: /got 5 q (required Meld) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: State License #: Phone #: Master #• Wheat Ridge License #:— (required field) Signature of Authorized Agent Mechanical Contractor Company Name: Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Kimberly Cook From: Lou Ficco <louficco@gmail.com> Sent: Thursday, May 17, 2018 9:20 AM To: CommDev Permits Subject: Fwd: Permit application accepted - Arvada Fire Protection District Sent from my iPhone please excuse any errors. Begin forwarded message: From: bifferthearch a,reagan.com Date: May 16, 2018 at 11:17:27 AM MDT To: "Lou Ficco" <louficco a,gmail.com> Subject: Re: Permit application accepted - Arvada Fire Protection District Dropping them this evening is best - I have problems doing early mornings - just old I guess. Glad I could finally get this done - will follow thru if the city has any issues. And, evidently the tenant has already submitted something. Not sure theirs agrees with ours as to layout etc. but hopefully it does. You might want to check that a bit. Regards Biff -----Original Message ----- From: "Lou Ficco" <louficco(cDgmail. com> Sent: Wednesday, May 16, 2018 10:53 To: "bifferthearch" <bifferthearch(cDreagan.com> Subject: Re: Permit application accepted - Arvada Fire Protection District Whatever is easiest. Lou Sent from my iPhone please excuse any errors. On May 16, 2018, at 10:47 AM, bifferthearch <bifferthearchC@reagan.com> wrote: believe with this you can go to Wheat Ridge. I have ordered prints and will pick them up this afternoon. I can get them to you late this evening or tomorrow morning. Best idea might be for me to drop them at the building tonight after the dinner at church. Let me know. Biff Sent from my Samsung Galaxy , an AT&T LTE smartphone -------- Original message -------- From: NoReplyCcDmobile-eves.com Date: 5/16/18 9:14 AM (GMT -07:00) To: bifferthearch()reagan.com Subject: Permit application accepted - Arvada Fire Protection District Your permit request for Shredded Ski at STE 300, 4880 Van Gordon Street Wheat Ridge, CO 80033 has been accepted. Plans are reviewed in the order they are received. The approximate review turnaround time is 2 weeks. There are NO expedited reviews. The Job Number is: 180516001 Description: New Rest Rooms and demising wall i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 4IFe-16 a e -K a.,V 5f - Permit Number: Do MfilIT5, /ywks o4 ❑ No one available for inspection: Time. ANI M Re -inspection required: VeNo When corrections have been made, call for re -inspection at 303-234-5933 Date: ' �p Inspector: . 7U (y/ /6X%r" DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE �p3- y • 6`�C Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'O�.�14.9 /9%7L• Job Address: ooe-,0 YO -Al 01f-A&Ll S -1— :30V Permit Number: ❑ No one available for inspection: Time �I P fL AM/PM Re -Inspection required: Yes' No ) When corrections have been made, `al -inspection at 303 -234 - Date: '/o Inspector: DO NOT REMOVE THIS NOTICE Li CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: fS L _ - u_5"47 -e s L , P„ Job Address: 9 S V c oar, or cr► S� � Im�� Permit Number: '-D 0 18 0 0 -0 y Occ 4%! Pe Cc /Veid = i3 = cchc� T - S L l� lJC5r_Vve c� ❑ No one available for inspection: Time ) 0 = I-) SM/ M_ Re -Inspection required: Yes.: When corrections have been made, call for rg-ipspection at 3a3---234- Date:-L4/)-7 03-234-Date:L4i-7 /1,9 Inspector: �a 1 DO NOT REMOVE- "H NOTICE e �' i CITY OF WHEAT RIDGE _:�9�Buildin j Inspection.Aivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fal; INSPECTION NOTICE Inspection Type: V,3 L = - i3 v s .1) P <,c el „ Job Address: Ll Ss ala IJG r, h—S4- t' 7o o Permit Number: 2 0 i -1 0 9 6 1s g 3 So I (o C. l lel 0 r � C', STI r f�0 C r 93 93 % Y A ❑ No one available for inspection: Time. O = os 6RPM Re -inspection required: YesV�o When corrections have been made, call for re -inspection at 303-234-5933 Date: L&- / 8 Inspector: ; � DO NOT REMOVE THIS NOTICE ,0 Aln� 0 to ° n m I 11 arr 0 F�- f,- 0 o m 0 0 0 rt O H N- " Cr N m O M N 0 p p W p rt H ID rt 0 rt O 0 Y7 w K n� off rt H t+- O m m Vaa m a w � p � E x o � m PC ci H m rH o '^ iA x 0 m m Ur 0 n w c! a �1 w rr x 0 0 rt 0 z a C) zz b r C7 a d d 9- 00 0 0 w W G 00a om w 00 O O K CDD O N O 00 PERMIT NO. 201800173 City of Wh6atf<iLc!ge BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Thurs. Apr. 19th @ 9:00 AM INSPECTION DAY/TIME INSPECTION DAY/TIME BUSINESS NAME: Vivint Solar Developer LLC ADDRESS: 4840 Van Gordon Street #100 CONTACT NAME: Don 5b4LC SQ FT �s o vl s -E- B S I OCCUPANCY TYPE l S OCCUPANCY LOAD CONSTRUCTION TYPE fiaSPRINKLERED ❑ NOWSPRINKLERED Inspector Signature Date Oro O W n m ((D H r4 a rr 0 1— tr ra w k F.- 0 ~rfia 0 0 N 00 0 rr 10 9a O H FH '• " Cr O 0 I -h N O O p W N- K rS a rt 0 n O 0 a nw N- m O N rr N H o tr 0 m m ri m a N p p 0 n (D H N N H 0 rr M N�d M rr ,7 O m m OG n r• Ca �0 w K E rr O 0 rt Oil 00 b OY;Op CrJr�� pw'�H Oda N [i7 b � � �C10 z CrJ C z C) zz b S7Lon % CD h CD e o .4 o �a� a o o � y fD o. I� 7 0 IQ 0 o 00 > ~ � ewe o � •� uj w A cl 0 O �+ T y ... a cTQ va P- A y N� `p. y � � d � � N City of y Whea-WsLodge BUSINESS LICENSE INSPECTION PERMIT NO. 201800241 BUSINESS NAME: Sun Company Inc INSPECTION DAY/TIME Tues. April 17@ 1 0 am INSPECTION DAY/TIM INSPECTION DAY/TIM ADDRESS: 4840 Van Gordon Street Unit 1000 CONTACT NAME: Greg (P 7 07 0 SQ FT `l3 S " ) OCCUPANCY TYPE 3 - 4S 5-1 ' ?V OCCUPANCY LOAD 6 CONSTRUCTION TYPE SPRINKLERED ❑ NON-SPRINKLERED Inspector Signature L/_ 1-7_ Date Oro 0 to rrm Oa rr0 N. n G Fh 0 0 rr 0 m n w O H n m M n w m Fh W a F -j a p O Fa M F' n a r 0 0 a b• m n� 0 rr F+ o" m m � a 5 mm (D a w� "C E rr o m H m N H O rr M W x F+- O to tr' nFl cia w k � F•- rr w O 0 r* � wo �nbz 0Z :. ,00 !,Ad 00 C n G� r n d d sCD Colla EA A rA Y 74 a� c IZ G5 ;Ir N S a y y 00 �9 00 C C O � � a 0 2. a n , orr C. ao�o o p �n po.o lz�� <N� � m r ^� ox Z CD 00fb r, c �c y ... a EL- 5' y 5' TQ fDIQ o c ro o a� � N� R QQ A e•f \ A � � N � p rD < CL � o0 City of Wh6a-tRidETe BUSINESS LICENSE INSPECTION PERMIT NO. 201709688 BUSINESS NAME: Dan's Hail Solution INSPECTION DAY/TIME Mon. April 16th @ 10 AM INSPECTION DAY/TIME INSPECTION DAY/TIM ADDRESS: 4840 Van Gordon Street Unit 700 CONTACT NAME: Dan 2_ 3so f qSD SOFT 5-1 = 11,00 OCCUPANCY TYPE L4 OCCUPANCYLOAD G CONSTRUCTION TYPE [A SPRINKLERED ❑ NON-SPRINKLERED ,-- �5,1� L� Inspector Signature V-//- zq Date i CITY OF WHEAT RIDGE ��P�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: � -7 INSPECTION NOTICE 3 LM ' 9 S y 0 „ ec r- cn -DO/19 cc _0q) Cc C OCC S -I 3® COn<,i T = :IZ7G SC,r'"nk/fired ❑ No one available for inspection: Time 10 = 9 M/PM Re -Inspection required: Yes, When corrections have been made, call for re-ipspection at 303-234-5933 Date: `4 i -7 )'g Inspector: 1� 5-7-b DO NOT REMOVETHIS, NOTICE Ir i CITY OF WHEAT RIDGE _1�9rBuilding InspectionDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V,3 L =- - f8 v s "')IF<,c ,CSP,, Job Address: L1 Ss qt) I jG �'e r �%� � 5-7- 9 7o o Permit Number: _D 0 1 '7 0 9 L S g S 1,ccd 1 I ii ZF M- G CnJ➢G I y3 ❑ No one available for inspection: Time f D = Q.-5- 6M01VI Re -Inspection required: Yes (N-0) When corrections have been made, call for re -inspection at 303-234-5933 Date: L/ /& / 8 Inspector: 1 \ DO NOT REMOVE THIS NOTICE /c CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V,;;/-_ - P�uS"/I_ 547 L,IccD";�,c Job Address: `-1 S L-1 e Ua n Ce c -c1 n -} * � co Permit Number: ) ej o b l `7 3 `;QQ Van re ro44a9F f e -'!55>> `r_0C! Oce- / VPC ; E S-/ One- - One- L c,,- d : -1` ta; p _ '�� G>, rn �Fr/ toy to,► ,1-r= I i1 rte c, P r� ❑ No one available for inspection: Time 9 Re -Inspection required: Yes(Ni) When corrections have been made, call for re -inspection at 303-234-5933 Date: `a ZInspector: T�) DO NOT REMOVE THIS NOTICE c=ob i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 13 L z - Job Address: t4R 1l o IL n Permit Number: --r) 0 117-� 0 r i -7 _M� d ❑ No one available for inspection: Time P= t4 D AMCR Re -Inspection required: Yes (o When corrections have been made, call for re -inspection at 303-234-5933 Date: `i - /9 - ),:9 Inspector: DO NOT REMOVE THIS NOTICE JO�� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION ``NOTICE Inspection Type: 90 Ila d� ava �0 FF -C Job Address: q6 atl JI L%n yQd Permit Number: �Olto, d Q ❑ No one available for inspection: Time 11M AM/PM Re -Inspection required: �e;) No When corrections have been made, call for re -inspection at 303-234-5933 Date: '"I � 4//(� Inspector: T DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 201801050 PERMIT NO: 201801050 ISSUED: 04/13/2018 JOB ADDRESS: 4840 Van Gordon ST UNIT 400 EXPIRES: 04/13/2019 JOB DESCRIPTION: Tenant finish to new warehouse space; running electricity for 3 QTY, 50 amp 240 volt single phase machines with disconnects; add QTY 1 of 120 volt, 20 amp duplex quad power/devices for computer work station off existing circuit; add QTY 1 - 120 volt, 20 amp power/device for future use; all EMOT and/or MC cable THHN copper conductors; panel breakers to match existing *** CONTACTS *** OWNER (303)995-7355 VANGORDON PROPERTIES LLC SUB (720)260-5688 James Vialpando 022479 Alpha Omega Electric Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 4 / Industrial Vacant BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,300.00 FEES Total Valuation 0.00 Use Tax 48.30 Permit Fee 93.35 ** TOTAL ** 141.65 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I, byy m signature, do her atte t that the wor rmed shall comply with all accompanying approved plans and specifications, applicable building codesall pplicab unicipalfcodes policies and procedures, and that I am the legal owner or have been authorized by the logal owner of thepe and a,� authorizedd 66 obin this permit and perform the work described and approved in conjunction with this I further attest that I leo"ally authorize 4o- nclude all entities named within this document as parties to the work to be er of d d'th all work o be a rmed is dis f in this document and/or its' accompanying approved plans and specifications. Signat OWN rTJ CTOR (Ci Date I. This permit was issue Iformation provided in the permit application and accompanying plans and specifications and is subject to the complianc;documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This. permit shall expire er the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiratn. 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 fequal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of ape t shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod r ny rdinanc regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of WNITheat ldge COMMUY DEYEt_OPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY I Date: �//3 / / Z Plan/Permit # am N060 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: v,60 fdoils�,sr�yo) Property Owner (please print): �7N — Ci{5'�OM 11�44,ePhone: 3�,3�1�5" 73Ss Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor: Phone: Contractors City License M d Z.2.117 l Phone: 7X " 7i�P`565T Contractor E-mail Address: J �w� r CSN✓) For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors: Electrical: W.R. City License #,�(.,`�q Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form 1, COMMERCIAL ❑ 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 LECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT JWDTHER (Describe) TEV,4-/(/! F1 M 1-5 (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.) r(/IAKfh6Ne u) WoLf?-� 5tCr,((t , N-eeo< <3 0 T 50A 2 qov .siq�e Gqs:e 1144c �S ft%At,y- 2tIn 40 des;yAgfgd Ga C4h;9> ',q wq� lbvSe o!Isc®.��►cc{s { said Bch eS. l4JA �Y A.(:l2©,/ Z©A M 11. 11tl rGbuler��Pe✓iCl.S -woks FF .y-(O-Ik61-ev1 > a'UTA7%1"b fe- Add 04Y 1 - 1,?'V�+ WA �o�wldevius -� ��A MG G.p(e -MHM COWC&-dv�� . Pale.( &Y %the -'S fe wuJrA- *-XiSfi 14% . Sq. Ft./0 Btu's Gallons Amps Squares Other Nse . All 6 -AT a�rol/r Project Value:: (r�C�ontract value or the cost of all materials and labor included in the entire project) Cd OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perfo th described work and am also authorized by the legal owner of any entity included on this application to list that entity on this applica ' . th icant for this bu► 'ng permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRA TOR) r (AUT R REPRES TA TI of (OWNER) (CONTRACTOR) Signature (first and last name): ! DATE: 7 (0 e O DEPARTENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 06 �®ky- ,0 �� ' 1 ADD GR P * J - MACH I NG 1:,:r4 5-n 2A°A 50A Z'-tDv � 6 0 �RNG� --------------------------- - � o a clizo 175 too 74A � �►awcr Q�(�4C/F �ENt ►JCy roeoft Co►�W woeCST 70 � w MPrcd-I i NE V 2- 50a2kOd,1�J App 'o", zmov, , � 0 clga(r f;o2 rm, City of ] W heat �icige MUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(o-ki.wheatridge.co.us FOR OFFICE USE ONLY Date: ) / J Add to Permit # 0 .� 1 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address. 14 C) YAW 6 ega,OON 7fT'ILOWr Wwswr Ri ~'A CO Property Owner (please print): L,..py F - I Cr(, a Phone: SdS . WS. 0461 Property Owner Email: I&A -;;. Mailing Address: (if different than property address) Address: 050 V uft eo �Ci- <VkC' Submitting Company: bcos cek�1Ait� C-0.. T+& • Contact Person:. •«J1l�f� Phone: Cir.707 ` 5S215 Contractor: �JC/� ( C.�j� �µ('i• Contractors City License #: Phone: &A • 267 • S9 Z% Contractor E-mail Address:jZ1 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application CIRCLE ONE: (OWNER) (CONTRACTOR) or ( UTHORIZED REPRESENTATIV of (OWNER) (CONTRACTOR) PRINT NAME: �1 � � SIGNATURE :"'�•`��+1DATE: Lea K/ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District 0 Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required 11 Not Required Building Division Valuation: $ City of Wheat Ridge HO Interior Remodel PERMIT - 201800873 PERMIT NO: 201800873 ISSUED: 04/05/2018 JOB ADDRESS: 12075 W 29th PL EXPIRES: 04/05/2019 JOB DESCRIPTION: Remodel of kitchen with new cabinets, new counter tops and new appliances. Changing U-shaped kitchen L-shaped kitchen. Replace flooring. IKEA cabinets, counters and appliances. Uses existing plumbing and placing appliances in previous locations; 384 square feet total; replacing two toilets and vanities in upstairs bathrooms *** CONTACTS *** OWNER (646)785-7382 GLOESSNER LARS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 1,254.38 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge HO Interior Remodel PERMIT - 201800873 PERMIT NO: 201800873 ISSUED: 04/05/2018 JOB ADDRESS: 12075 W 29th PL EXPIRES: 04/05/2019 JOB DESCRIPTION: Remodel of kitchen with new cabinets, new counter tops and new appliances. Changing U-shaped kitchen L-shaped kitchen. Replace flooring. IKEA cabinets, counters and appliances. Uses existing plumbing and placing appliances in previous locations; 384 square feet total; replacing two toilets and vanities in upstairs bathrooms I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, andall applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include all entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this documept a d/or its' cc}�panying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanyingplans 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 originalpermit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or a7y1ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of CEIVED /^ Wheat �i COMMU.Nn-y DF.VELOi,,t, MAR 2 9 2018 Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80W Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/ ermit # C�b1 ? Plan Review Fee:17. 33 tZo ;z)*b Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: I Z O 5 W Z` R 04-04!`i &'� CO R0115 Property Owner (please print): C�, rS �LD � e Phone: 696 -_+R5 --4!Z& Property Owner Email: CQ is 0 ezgi,-1 e,r® 2 Yin a,t (, CQ J.." Mailing Address: (if different than property address) Address: City, State Architect/Engineer: /a Arch itect/Eng1neer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Phone: Phone: For Plan Review Questions & Comments (please print): ` Q CONTACT NAME (please print): LQr"S GLoesv1Pr Phone: yq 6—�U5 � CONTACT EMAIL(please print): L��s �O� sS� fir• vhQ ► I Gown Sub Contractors: Electrical: Plumbing: Mechanical: W. R. City License # W. R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL Description of work: (Check all that apply) X RESIDENTIAL ❑ 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 REPAIRQr F EPLACEMENT BOTHER (Describe) 1`tfGl.te� re woo (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 cond4ion, appliance size and efficiency, type ani amount of materials to be used, etc.) %fes_ I C T ) r0100(4 O`t" k,14Llt- VLtL.w CO L/4 4� a 4 V4 -L3 bbtt-� �``o K c c, &.o �Q► V- J�, dk IC i-� Gl n �. -to L S� a � k f-� G� �pla,cr— foot -c keo: S,�Q�s ► 6' Goo�p��toixQJ Fi-o 0-Y u.� at �lac�s 11a� s ►� VIOL'S to cc , f - 1{,-, o� (.� 0(ok Cow(, Q.�D� `III1 Rh 0�S +,1 1 e�1LAI set)LS� ^`'=-Jti �v i v C e_ � .� O (✓r7.dt"tca..l Sq. FULF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 25 000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREE_-IENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that i have read and agree to abide by all conditions printed on this application and that i assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACT ) or AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last Dame): DATE: 3 Z5/Zo1S DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. Building Division Valuation: $ After Recording Return To: CHERRY CREEK MORTGAGE CO., INC. 7600 E ORCHARD RD, #250 N GREENWOOD VILLAGE, CO 80111 Prepared By: CORY SVOMA CHERRY CREEK MORTGAGE CO., INC. 7600 E. ORCHARD RD #250-N GREENWOOD VILLAGE, CO 80111 [Space Above This Line For Recording Data] DEED OF TRUST GLOESSNER ' Loan #: 197932501 MIN:100030201979325012 MERS Phone: 1-888-679-6377 PIN: 300030805 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined in Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated MARCH 2 9, 2 018, together with all Riders to this document. (B) "Borrower" is LARS GLOESSNER AND DOREEN GLOESSNER. Borrower is the trustor under this Security Instrument. Borrower's current mailing address is 2689 QUAIL STREET, LAKEWOOD, CO 80215. (C) "Lender" is CHERRY CREEK MORTGAGE CO., INC.. Lender is a CORPORATION organized and existing under the laws of THE STATE OF COLORADO. Lender's address is 7600 E. ORCHARD RD #250-N, GREENWOOD VILLAGE, CO 80111. (D) "Trustee" is the Public Trustee of JEFFERSON County, Colorado. (E) "MFRS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS is the beneficiary under this Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. _1�� OL - C ORADO Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT °sem 313.38 Page 1 of 17 Form 30061/01 i LIki 197932501 (F) "Note" means the promissory note signed by Borrower and dated MARCH 29, 2018. The Note states that Borrower owes Lender FIVE HUNDRED TWENTY-NINE THOUSAND AND 00/100 Dollars (U.S. $529, 000. 00) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than APRIL 1, 2048. (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, and all sums due under this Security Instrument, plus interest. (1) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable]: ❑ Adjustable Rate Rider ❑ Condominium Rider ❑ Second Home Rider ❑ Balloon Rider ❑ Planned Unit Development Rider ❑ Biweekly Payment Rider ❑ 1-4 Family Rider ❑ Other(s) [specify] (.1) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as well as all applicable final, non -appealable judicial opinions. (I) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by a condominium association, homeowners association or similar organization. (L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (M) "Escrow Items" means those items that are described in Section 3. (N) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction of, the Property; (ii) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 0& 313.38 Page 2 of 17 Form 3006 1/01 I i Q/ &- LG 197932501 the Loan. (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. §2601 et seq.) and its implementing regulation, Regulation X (12 C.F.R. Part 1024), as they might be amended from time to time, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualify as a "federally related mortgage loan" under RESPA. (R) "Successor in Interest of Borrower" means any parry that has taken title to the Property, whether or not that party has assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns of MERS. This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower, in consideration of the debt and the trust herein created, irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUNTY of JEFFERSON: ✓ LOT 27, BLOCK 3, MOUNTAIN SHADOWS SUBDIVISION SECOND FILING, COUNTY OF JEFFERSON, STATE OF COLORADO. L -1 - which which currently has the address of 12075 WEST 29TH PLACE, WHEAT RIDGE, Colorado 80215 ("Property Address"): TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record and liens for taxes for the current year not yet due and payable. COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4� 313.38 Page 3 of 17 Form 3006 1/01 PIT C I l7� 197932501 THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and late charges due under the Note. Borrower shall also pay finds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender. (a) cash; (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2, all Payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied fust to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be COLORADO -Single Family -Fannie 1Vlae/Freddie Mac UNIFORM INSTRUMENT 4NO 313.38 Page 4 of 17 Form 3006 1/01 i v V 197932501 applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall fiunish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT g 31338 Page 5 of 17 Form 3006 Vol 197932501 If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower. (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security Instrument, Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. 5. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and'for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one-time charge for flood zone determination, certification and tracking services; or (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any COLORADO -Single Family -Fannie Mae(Freddie Mac UNIFORM INSTRUMENT 4§0 313.38 Page 6 of 17 Form 30061/01 197932501 particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates_ If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carver and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30 -day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's principal COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 400 313.38 Page 7 of 17 Form 3006 1/01 �i t GG 197932501 residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the taking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 40� 313.38 Page 8 of 17 Form 3006 1101 r ' 197932501 obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. Borrower shall not surrender the leasehold estate and interests herein conveyed or terminate or cancel the ground lease. Borrower shall not, without the express written consent of Lender, alter or amend the ground lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are on terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiums). COLORADO -Single Family -Fannie Mae/Freddie Mae UNIFORM INSTRUMENT !@ 313.38 Page 9 of 17 Form 3006 1/01 i 197932501 As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often termed "captive reinsurance." Further. (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle Borrower to any refund. (b) Any such agreements will not affect the rights Borrower has - if any - with respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking, destruction, or loss in value. Any balance shall be paid to Borrower. In the event of a partial taking, destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is less than the COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4& 313.38 Page 10 of 17 Form 30061101 I 1 `� I 1 1 ■ ■ 1 L� 197932501 amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a default and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. 13. Joint and Several Liability; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security Instrument but does not execute the Note (a "co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shall obtain all COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 41D 313.38 Page 11 of 17 Form 30061/01 ULM 11M& � d LG 197932501 of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security Instrument shall bind (except as provided in Section 20) and benefit the successors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at any one time. Any notice to Lender shall be given by delivering it or by mailing it by fust class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. 16. Governing Law; Severability; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located. All rights and obligations contained in this Security Instrument are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT QSP 313.38 Page 12 of 17 Form 3006 1101 L6 197932501 without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower. (a) pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply in the case of acceleration under Section 18. COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 313.38 Page 13 of 17 Form 30061/01 i 197932501 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (lmown as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4& 313.38 Page 14 of 17 Form 3006 1/01 NITi 197932501 release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument (but not prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in acceleration of the sums secured by this Security Instrument and sale of the Property. The notice shall further inform Borrower of the right to reinstate after acceleration and the right to assert in the foreclosure proceeding the non- existence of a default or any other defense of Borrower to acceleration and sale. If the default is not cured on or before the date specified in the notice, Lender at its option may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 22, including, but not limited to, reasonable attorneys' fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Lender shall mail a copy of the notice to Borrower as provided in Section 15. Trustee shall record a copy of the notice in the county in which the Property is located. Trustee shall publish a notice of sale for the time and in the manner provided by Applicable Law and shall mail copies of the notice of sale in the manner prescribed by Applicable Law to Borrower and to the other persons prescribed by Applicable Law. After the time required by Applicable Law, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder for cash at the time and place and under the terms designated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of any parcel of the Property by public announcement at the time and place of any previously scheduled sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's certificate describing the Property and the time the purchaser will be entitled to Trustee's deed. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it. 23. Release. Upon payment of all sums secured by this Security Instrument, Lender shall request COLORADO -Single Family -Fannie Mae/Freddie Mac UNIFORM INSTRUMENT QD 313.38 Page 15 of 17 Form 3006 1101 WL1 1 1 1 1 1 �� 1■ 1 1 L6 197932501 that Trustee release this Security Instrument and shall produce for Trustee, duly cancelled, all notes evidencing debts secured by this Security Instrument. Trustee shall release this Security Instrument without further inquiry or liability. Borrower shall pay any recordation costs and the statutory Trustee's fees. 24. Waiver of Homestead. Borrower waives all right of homestead exemption in the Property. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Ins"t and in any Rider executed by Borrower and recorded with it. Z9e IdBORRO - LARS GLOESSNER - DATE - (Z A I = '31 ?— BORROWER - DO N OESSNER - 'DATE'- [Space ATE- [Space Below This Line For Acknowledgment] State of COLORADO ) County of JEFFERSON ) The foregoing instrument was acknowledged before me this by LARS GLOESSNER, DOREEN GLOESSNER. Witness my hand and official seal. DEEB = ST IES NOTARY PUBLIC STATE OF C01 )RADO Nvifa � ;13 i 3,a?401 2572 1,9y Gor"itnis; ori evires July 14, 2021 My Commission Expires: or Rank) I Number, if any) COLORADO -Single Family -Fannie Mae/Freddie Mae UNIFORM INSTRUMENT B' 313.38 Page 16 of 17 Form 3006 1101 City of 9. �Nheat id e COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): Project Property: L��s 6L�e ss�e� 1 2 0--),s Notarized signature of Appknt State of Colorado } County of 1ss IP C ,0 xas The foregoin instrument was acknowledged by me this ca day of C1JCC� . 20 jb by My Commission Expires a�_J J20ZV MARIE ESPINOZA NOTARY PUBLIC STATE OF COLORADO NOTARY ID #20164005724 MY COMMISSION EXPIRES 02/11/2020 Good Morning Troy, I just dropped of new plans at your office. Please let me know if these work. They include the drawings for the two bathrooms and are separate plans for original and new. Thanks, Lars Gloessner 646-785-7382 On Apr 2, 2018, at 3:07 PM, Troy Dicker <tdicker@ci.wheatridge.co.us> wrote: La rs, Good Afternoon. Upon review of the plans you submitted for 12075 W. 29th PI., Wheat Ridge, CO 80215 ( Plan/Permit # 201800873 ), I have the following corrections that will be required to move your project forward. 1. Please submit new plans showing existing floor plans, and a separate sheet showing proposed changes. The set that I reviewed will unfortunately not scan into our system using the faint red lines. We will need 2 copies of each, one for the office, one for the site plans, preferably on 11x17 paper. 2. Please include floor plan for upstairs scope of work, showing the square footage of each of the bathrooms the vanities and toilets will be replaced in. 3. All proposed changes will be based out of the 2012 IRC ( International Residential Code ). Please feel free to contact me with any questions. Thank you! Troy Dicker, Building Inspector Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us <image001.jpg> Troy Dicker From: Lars Gloessner <larsgioessner@gmail.com> Sent: Wednesday, April 4, 2018 7:50 AM To: Troy Dicker Cc: Randy Slusser; Kimberly Cook; Dina Kemp; Lagenia Reimer Subject: Re: Plans for 12075 W 29th PL, Plans/Permit # 201800873 Troy, Thanks a lot for the super quick response. Please let me know if you need anything else from me. Kind regards, La rs Lars Gloessner 646-785-7382 On Apr 4, 2018, at 7:44 AM, Troy Dicker <tdicker@ci.wheatridge.co.us> wrote: Good morning, Lars. Kim has advised me that you dropped those plans off. I will review them as soon as possible to get your project moving forward. Thank you for the quick response time! From a quick glance over, this version of the plans should certainly work for the scope of work. Feel free to contact me with any questions. I will let you know the result, once I have a chance to review them. Troy Dicker, Building Inspector Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us <i mage001. j pg> From: Lars Gloessner <larsgloessner@gmail.com> Sent: Wednesday, April 4, 2018 7:13 AM To: Troy Dicker <tdicker@ci.wheatridge.co.us> Cc: Randy Slusser <rslusser@ci.wheatridge.co.us>; Kimberly Cook <kcook@ci.wheatridge.co.us>; Dina Kemp <dkemp@ci.wheatridge.co.us>; Lagenia Reimer <Ireimer@ci.wheatridge.co.us> Subject: Re: Plans for 12075 W 29th PL, Plans/Permit # 201800873 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: '-IK'-10 1 I)M - O IL OO AJ ST Permit Number: Z.©/ 0 / 8' ❑ No one available for inspection: Time ` AM/PM Re -Inspection required: Yes' o When, corrections have been made, call for re-inspecf'on_a 3-234-59 3 Date: Inspector: r DO NOT REMOVE, THIS NOTICE DEVELOPED DRAINAGE 4840 VAN GORDON STREET LOCATED IN THE SE 1/4 OF THE SE 1/4 SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 STA DC#1 TE 18' RCP iINTO 1 \ \ \ 2• X 2' BOX W/ I GRATE ON TOP TOP - 75.6 IRV 74.0 ®__ I � I PRI7PER � ,-c7asnNG � u am-s1�¢ Mai �V-75 L SI J I ` TIE 4' IEL IN V / 1 V 75 I / c O FTE -766' I FTE -7&14' i FFE-7&14' I RE -77.47 I ffE 77.471 FfEe78.6 I E BULLING 1 I 5#-77.29' / -\GARAGE DOOR (Tf) MAIN DOOR (TYP) Ki so' Tec 77.00• -76 40' INV. C3.8' ' -76.07' ot 76.05' FL -75.77' °y 7 FL -75.75' FL -75.1 , _ 2' CUL FL FL -75.13' �\FL-75.0 2CURB CUT TOC 76.23•- �� -75.73' < D5 1 ETE wI E 0.74 - 78.2 0. B - 74. \ 0•8k A 1PI '��FFE-78.8! / 1 TX .I, ,STA 3+97 32 P w E S SCALE 1'- 30' 3D 0 15 / I -' ALL MANHOLE LEGOn 0E810N RUNOFF (chl 72- - -71 _ J Y ♦ INDICATES FLOW DIRECTION AREA TC 1 - -- -291.32 LF 18' PI - - '� l t :.:.:...:.:.:. i .. INDICATES BALDING IMPROVEMENTS LOCATION PONT MUD VAN CORDON STREET WHEAT RIDGE, COLORADOf ,^ _ ;. . C r I .'.'... �...•.' t, ` (mM) EXISTING BUILDING 1.3 0.75 1 Fp 15 0.75 0.83 3.11 SAS IIIII IIIIVIII �OPd°3-� INDICATES PROPOSED PAVEMENT IMPROVEMENTS -al 5 UZKWEL 0.68 1 9 0.74 0.62 3.69 7.32 IIIIIIIVIII INDICATES NINDICATES PROPSEXISTING RUNDOWN CHANNEL }---etY�---- ONTOURS a i.. IIIIIIIIIIIII INDICATES PROPOSED CONTOUR yC $ i III I I I MOP INDICATES EXISTING EDGE OF PAVEMENT , ` 17 -x-X-x- INDICATES FENCE LINE ea IIIIIIIIIVII 1., IIIIIIIIIIIII INDICATES OVERHEAD TM -C INDICATES RETAINING WALL IIIIIIIIIIIII INDICATES CURB & CUTTER FL 9fi ■ INDICATES PROPOSED OUTLET STRUCTURE I � I PRI7PER � ,-c7asnNG � u am-s1�¢ Mai �V-75 L SI J I ` TIE 4' IEL IN V / 1 V 75 I / c O FTE -766' I FTE -7&14' i FFE-7&14' I RE -77.47 I ffE 77.471 FfEe78.6 I E BULLING 1 I 5#-77.29' / -\GARAGE DOOR (Tf) MAIN DOOR (TYP) Ki so' Tec 77.00• -76 40' INV. C3.8' ' -76.07' ot 76.05' FL -75.77' °y 7 FL -75.75' FL -75.1 , _ 2' CUL FL FL -75.13' �\FL-75.0 2CURB CUT TOC 76.23•- �� -75.73' < D5 1 ETE wI E 0.74 - 78.2 0. B - 74. \ 0•8k A 1PI '��FFE-78.8! / 1 TX .I, ,STA 3+97 32 P w E S SCALE 1'- 30' 3D 0 15 / I -' ALL MANHOLE LEGOn 0E810N RUNOFF (chl 72- - -71 _ J I 5.2 INV . 72.63 ♦ INDICATES FLOW DIRECTION AREA TC 1 - -- -291.32 LF 18' PI - - '� l 1 �I INDICATES BALDING IMPROVEMENTS LOCATION PONT ,^ _ III IIIII(IIIA II INDICATES CONCRETE IMPROVEMENTS (aq (mM) co CIO 6 na0 II - INDICATES EXISTING PAVEMENT IMPROVEMENTS 2 18' PIPE 15 0.75 0.83 3.11 SAS IIIII IIIIVIII �OPd°3-� INDICATES PROPOSED PAVEMENT IMPROVEMENTS -al 5 UZKWEL 0.68 1 9 0.74 0.62 3.69 7.32 IIIIIIIVIII INDICATES NINDICATES PROPSEXISTING RUNDOWN CHANNEL }---etY�---- ONTOURS a x4860 VAN CORDON SHEET WHEAT RIDGE, COLORADO IIIIIIIIIIIII INDICATES PROPOSED CONTOUR yC $ i III I I I MOP INDICATES EXISTING EDGE OF PAVEMENT , ` 17 -x-X-x- INDICATES FENCE LINE ea IIIIIIIIIVII INDICATES LOT LINE IIIIIIIIIIIII INDICATES OVERHEAD TM -C INDICATES RETAINING WALL IIIIIIIIIIIII INDICATES CURB & CUTTER ■ INDICATES PROPOSED OUTLET STRUCTURE 111 III 0 INDICATES PROPOSED STORM MANHOLE tTE-773• IIIIIIIIIIIII INDICATES EXISTING FIRE HYDRANT .. E- INDICATES EXISTING GUY • r ... F40' =78 .:I IIIIIIIIIIIII IIII I 0 INDICATES MANHOLE (UNKNOWN) 0 INDICATES EXISTING SANITARY MANHOLE FL -761 FL-76.Or 4 rrr •: 111 IIIIIIIIIIIII INDICATESEXISTING TELECOMMUNICATION BOX �e1 FL -78.0 FL -75.9 I tr F1=75. 1' Kol VI111I I III 0 INDICATES EXISTING UTILITY POLE d. FL -75.75' 1 « I � IIII I STA 5479.73 O INDICATES EXISTING WATER METER p INDICATES EXISTING WATER VALVE p \ 4' CURB CUT FL -75.7 ' TOC 75.8' I =HOLE Fpm .�. FL -75.59' \ R-75.1' INV IN - 71.70 CURB RADIUS MEASURED AT FLOWUNE I I C1 S3j \ FL -75.55' HP ■ N']ICATES FOUND MONUMENT ilk Y�1RB CUT TO 75.85 I �1I1IIII;il1 ° INDICATES SET #5 RESAR & CAP, BAYER: P.L.S. 6973 Vr FL -75.40' •. TOC'75. ' FL -75.35' 36.91 LF ,6' FL -75.39' '- - HP FL -75.1' -PIPE O 0.5% ARK (10/1/2010 ...777777 TOC - 75.28' OC 75.80' / 1hIlI1'il�l1 ELEVATIONS SHOWN ARE ASSUMED. TO OBTAIN THE CITY OF R FL -7458• -75.24' -i� STA 6+16.54 WHEAT RIDGE NAVD88 ELEVATON SUBTRACT 6.21 FEET FROM & HP $UrCUT INV - _71.50 ELEVATIONS SHOWN. THIS ELEVATION DATA IS BASED ON CITY OF TOC 75.77 75.8' 1 Ac I I IIII' I WHEAT RID(£ POINT NO. 13109, A BRASS CAP IN A RANCE POINT FL -75.27' TKr INTERSECTION WARD AH69. 1111�11IIIIII ED ELEVAWEST TION OF 546BVENUE �p WHICH HAS AA PUBLISHT .D 74 75 ; �y Design HH 7 73 .1.0 APoC (2/06/2015k 72 I II ELEVATIONS SHOWN ARE ASSUMED. TO OSTAM CITY OF WHEAT Drawn LMR / � I IIIpi1II I II EXISMIG OR PROPOSED RIDGE NAvD as DATUM AELEVATION. THIS ELEVATION TION SUBTRACT 8.21 FEET DATA IS L3 INSTALL CLAY LINER ON ''• I II POND TO� I lyllll BASED ON THE CITY OF WHEAT RIDGE PONT NUMBER 13208 (THE ELEVATION ^ II S.E. COR. OF SEC. 17� A 3-1/2 BRASS CAP, P.L.S. 13212, IN ' I RANGE BOX, WHICH HAS A PUBLISHED ELEVATION OF $400.31. C 8 .:.,.,N,.. .. `•. 3:, I I I IIIIII� TEMPORARY BENCHMARK (T") (2/6/2011*THE w o -. �' I I IIIIIIIIIII Lu 44 4:1 M r I IIII T OF THE FIRE HYDRANT LOCATED EAST NORTHWEST93' AND SOUTH 11.66'L OF E SOUTHEAST CORNER OF THE 74 II III EXISTING BUILDING AS SHOWN ON THIS MAP. ELEVATION: (5467.77 "' "�I F►Q3� _ - .IIIIIIIIIIIII NSVD 88 DATUM) 547598 ASSUMED ON THIS TOPOGRAPHIC MAP. CIN - - -7t - - - -JIFFST, - STA 3+693 PianUFIORE13AYE INV 73.11 NV 71.40 STA 54485.92 / n 1i 3M PPE 7R SEND \ / 1 ANN LF E /END 44��Y PCH/UTAHHFL i R Dom.: n i r----- --------------------------- ^' U -CHANNEL INV Ts.o2 / Ba PR6PNr9NLT Ito WIN ORT 1 ----------------------------------,-------- - - - I n DEVELOPED RUNOFF TRIMON U•CKAMEL Q V � 0E810N RUNOFF (chl AVERAGE m AREA TC 1 CO�n6 RITB/BIIIE6 RUNOFF kb) BARN LOCATION PONT Date: 02/19/2017 DATE 02/21/2017 c (aq (mM) co CIO 6 na0 GS ("Of02 2 18' PIPE 15 0.75 0.83 3.11 SAS 0.9 56 D5 -al 5 UZKWEL 0.68 1 9 0.74 0.62 3.69 7.32 OA 4.1 OFFSITE RUNOFF TO U tMANIB ARMS RI1110 BASIN P'0 COBNCE"IO9 RUNOFF k0r) IK) C0 0700 O7 0108 0111 A 488 087 0.93 186 33.8 DH2 8 0.0 OX 084 18 48 162 38.4 SITE +OFFSITE DEVELOPED RUNOFF TRIMON U•CKAMEL Q V � 0E810N RUNOFF (chl BASINPONT m 0100 D6+0X1.0112 I P1 188 425 I � ii Iq1' SEE BENCHMARK TABLE: 4-0 1/l N ®� CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: m DRAINAGE 0SIDEW4LK 0 CURB & GUTTER 0 STREET )a MISCELLANEOUS 0 PLAT COMMENT neeisea Dmm"e 02121/2017 CML ENGINEER DATE SUBJECT TO FIELD INSPECTIONS 6? Q V � p A W Z �q 0 Q Lij D..1 >rN C4 y / ui Date: 02/19/2017 DATE 02/21/2017 c CITY OF WHEAT RIDGE PUBLIC WORKS ewn� Date: 02/19/2017 DATE 02/21/2017 °"er„�" RECEIVED 02121/2017 3rd Submittal (Revised Dminage).R� SHEET 1 OF 2 DEVELOPED DRAINAGE 4840 VAN GORDON STREET LOCATED IN THE SE 1/4 OF THE SE 1/4 SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH. P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET2 OF 2 DC# 1 NV 7S.02ENO TIE 4' U CHANNEL S 5+69.43 18- CMP N 73.11 FINISHED FLOOR A BUILDING 4 D CHANN L STA +96.70 EGIN 4'V–PAN FF 6.8 6+11.36 V–PAN U– ANNEL O.BS O F REBAY _ 1.40 • - 7' - .2 L72 L '—.— � , — !� —.4 F4' CONCRETE U CHANNElo L O.BS 7 ", > -V–PAN 70 FOREBAY O 1649 LF 1E 0.8°.G STA 1+1Q.231 _ t LF 4' PAN 7 4 U– ANNEL 8 D INV 7&40 o+so w s 7+ 1+25 7+ i+73 2+00 2+z5 z+ z+ 3+00 3r25 3+so 3+5 4+00 ++zs 4+50 4+ s s+ao s« s+ 5+75 6+00 e+z7 4' U -CHANNEL AT 4840 /BASIN DS 1' - 30' HORZ /VERT 4840 VAN GORDON PROPOSED BUILDING FFE 78.8 76.3 I WALL 76.24 3' WALK I TOP OF WALL • •POND W" SCALE: t'–i' "Z POND BOTTOM OF WALL CIVIL ENGINEER OATS I. SUBJECT TO FIELD INSPECTIONS ' POND HWL 74.8 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: (d DRAINAGE ❑SIDEWALK CURB b GUTTER D STREET pf MISCELLANEOUS O PLAT COMMENT Re°'sea Drainage CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 RECENED o2nvzot7 3rd Submittal (Revised Drainage) CJ � gg � O oyI p co Eli S Design HH Drawn LMR E -EL 4 Wq v1 O W O V O Q V W �A CL E.y Q 811 co � m.wn 7!A �4 � q : Dote: 02/19/2017 _.....__� SHEET 2 OF 2 IMMMMMMMMMM 7 6+1 .29 -71.0 Mmun7 7 0+'60 0+75 1+h0 1+$6 1+50 1.76 2*00 2+25 2+$0 2+75 - - 3+00 - -- 34:25 3i50 3+75 18' RCP PIPE AT 4880 / BASIN D2 1- - 30' HORZ / VERT "00 4+25 4+'50 - 4+`75 5100 -- – -5126 S+U -- 5+75 6+00 8 NV 7S.02ENO TIE 4' U CHANNEL S 5+69.43 18- CMP N 73.11 FINISHED FLOOR A BUILDING 4 D CHANN L STA +96.70 EGIN 4'V–PAN FF 6.8 6+11.36 V–PAN U– ANNEL O.BS O F REBAY _ 1.40 • - 7' - .2 L72 L '—.— � , — !� —.4 F4' CONCRETE U CHANNElo L O.BS 7 ", > -V–PAN 70 FOREBAY O 1649 LF 1E 0.8°.G STA 1+1Q.231 _ t LF 4' PAN 7 4 U– ANNEL 8 D INV 7&40 o+so w s 7+ 1+25 7+ i+73 2+00 2+z5 z+ z+ 3+00 3r25 3+so 3+5 4+00 ++zs 4+50 4+ s s+ao s« s+ 5+75 6+00 e+z7 4' U -CHANNEL AT 4840 /BASIN DS 1' - 30' HORZ /VERT 4840 VAN GORDON PROPOSED BUILDING FFE 78.8 76.3 I WALL 76.24 3' WALK I TOP OF WALL • •POND W" SCALE: t'–i' "Z POND BOTTOM OF WALL CIVIL ENGINEER OATS I. SUBJECT TO FIELD INSPECTIONS ' POND HWL 74.8 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: (d DRAINAGE ❑SIDEWALK CURB b GUTTER D STREET pf MISCELLANEOUS O PLAT COMMENT Re°'sea Drainage CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 RECENED o2nvzot7 3rd Submittal (Revised Drainage) CJ � gg � O oyI p co Eli S Design HH Drawn LMR E -EL 4 Wq v1 O W O V O Q V W �A CL E.y Q 811 co � m.wn 7!A �4 � q : Dote: 02/19/2017 _.....__� SHEET 2 OF 2 e+z7 4' U -CHANNEL AT 4840 /BASIN DS 1' - 30' HORZ /VERT 4840 VAN GORDON PROPOSED BUILDING FFE 78.8 76.3 I WALL 76.24 3' WALK I TOP OF WALL • •POND W" SCALE: t'–i' "Z POND BOTTOM OF WALL CIVIL ENGINEER OATS I. SUBJECT TO FIELD INSPECTIONS ' POND HWL 74.8 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: (d DRAINAGE ❑SIDEWALK CURB b GUTTER D STREET pf MISCELLANEOUS O PLAT COMMENT Re°'sea Drainage CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 RECENED o2nvzot7 3rd Submittal (Revised Drainage) CJ � gg � O oyI p co Eli S Design HH Drawn LMR E -EL 4 Wq v1 O W O V O Q V W �A CL E.y Q 811 co � m.wn 7!A �4 � q : Dote: 02/19/2017 _.....__� SHEET 2 OF 2 CIVIL ENGINEER OATS I. SUBJECT TO FIELD INSPECTIONS ' POND HWL 74.8 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: (d DRAINAGE ❑SIDEWALK CURB b GUTTER D STREET pf MISCELLANEOUS O PLAT COMMENT Re°'sea Drainage CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 RECENED o2nvzot7 3rd Submittal (Revised Drainage) CJ � gg � O oyI p co Eli S Design HH Drawn LMR E -EL 4 Wq v1 O W O V O Q V W �A CL E.y Q 811 co � m.wn 7!A �4 � q : Dote: 02/19/2017 _.....__� SHEET 2 OF 2 Dote: 02/19/2017 _.....__� SHEET 2 OF 2 City of W heat F-.jidge BUSINESS LICENSE INSPECTION PERMIT NO. 201706799 BUSINESS NAME: Hogback Distillery INSPECTION DAY/TIME Thurs., Dec. 14th @ 10:00 AM ADDRESS: 4840 Van Gordon St. Suite 600 CONTACT NAME: Graeme 300 = 3 ,����( L&L-0 8. X20 SQ FT U � m ( 00 2-W ` OCCUPANCY TYPE OCCUPANCYLOAD KSPRINKLERED NON-SPRINKLERED AYLUNp- �u: af5� (30`3) 22�r- x-,610 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: RT{--{ Job Address: 47 (40 Permit Number: 2-01200721 E="orz_ V i M rh L- AvOt2akfAL C)/lab ; ❑ No one available for inspection: Time ) 0; �&M Re -Inspection required: YesNo When corrections have been made, call for re-'nspectio at 303-234-5933 Date: 1 a f 1 t I� Inspector: ;�jzlu_�_k_ DO NOT REMOVE THIS NOTICE sti- wf 0 Va C construction company, inc. 909 East 62nd Avenue I Denver, Colorado 80216 1303.287.5525 1 Fax 303.287.3697 1 www.dcbl.com To Mr. Brian Tardif, C�crda•, s1 Regarding the Ficco project located at 4840 Van Gordon Street in Wheat Ridge, Colorado. I am requesting a 30 -day extension to the Temporary Certificate of Occupancy dated 12/1/2017 because we are currently into the holiday season and a there is scheduling conflict with the third party expert. We appreciate your consideration regarding this matter and fully expect to have this matter resolved after the holidays. Sincerely, Niall Sheahan DCB Construction Company. 303/746-1773 Niall Sheahan From: Niall Sheahan Sent: Wednesday, December 20, 2017 9:27 AM To: 'Brian Tardif' Subject: FW: 4840 Van Gordon From: Niall Sheahan Sent: Tuesday, December 19, 2017 1:07 PM To: 'Brian Tardif' <btardif@ci.wheatridge.co.us> Cc: 'Lou Ficco' <louficco@gmail.com>; Michael Bray <mbray@dcbl.com>; Bill Renz <brenz@dcbl.com>; Patrick Goff <pgoff@ci.wheatridge.co.us>; 'hamiltonstephens@msn.com' <hamiltonstephens@msn.com>; 'Mario Ficco' <marioficco@gmail.com> Subject: 4840 Van Gordon Brian, Regarding Temporary Certificate of Occupancy pertaining to the acceptance of the ADA sidewalk access at 4840 Van Gordon. We have met with the 3rd party expert Dale Stephens with Hamilton Stephens Architects, Mr. Stephens is in the process of doing his due diligence and putting together a comprehensive report for this project. However due to his involvement in project in Texas started prior to us hiring his firm and with the holidays upon us, I am asking for a 30 day extension to the TCO. Please let me know if this is acceptable. Sincerely, Niall Sheahan DCB Construction Company 303/746-1773. A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 404- 'E Lxz-ra . 60 iu 11A Job Address: 424q 422Txjwfz-• Permit Number: '2()f-7(' 221 CL4- =-1kAA .. l I-L4-F,)U 14 ❑ No one available for inspection: Time�)L�AM/PM Re -Inspection required: Yes No When corrections have been made, cX fqr re -inspection at 303-234-5933 Date:12-12,01R-Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /-//t?/ /3 Job Address:Z7ia Permit Number: A64 i ('e's r� /! :5 ) + � . ❑ No one available for inspection: Time fA�4N%PM Re -Inspection required: Yes No When corrections have been made, ca r re -inspection at 303-234-5933 Date:_/,P-, �o • /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) 237-8929 Fax INSPECTION NOTICE Inspection Type: 41601 lf� Job Address: %eloy� ���cc / Permit Number: PQ/ 7or9 w ❑ No one available for inspection: Time %' Qo , %PM d"1, Re -Inspection required: Yes "No When corrections have been made, call for re -inspection at 303-234-5933 Date:,/,) - %Z- /% Inspector: �/6> %4i" +- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `�'G� G� rxx Job Address: CI D awc/&64.012/ Permit Number: 20170(F113 ❑ No one available for inspection: Time Re -Inspection required: Yes --'No, When corrections have been made, call for re-inspec/tion/at 303-234-5933 Date: d. )6vzl Inspector: ��-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 re G Job Address: TgTo 1/0, ✓► Permit Number: a -o /7og cI / 3 Ij n t Uu(1 l'1 n ❑ No one available for inspection: Time L AM/PM Re -Inspection required: Ye No When corrections have been mads, call for re -ins ec inn at - 4-59 Date: q117 Inspector: Y� %- DO NOT REMOVE THIS NOTICE i_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INS'PECTION NOTICE Inspection Type: 3).%10)talf�- XGA,m Job Address: Z72M yam' OAI Permit Number: of 712FYI3 ❑ No one available for inspection: Time M r t� Re -Inspection required: Yes No When corrections have been made, aallr for re -inspection at 303-234-5933 Date,/P•�G�'>/7 Inspector: k_�w r, l DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q/' -C+' 1 Job Address: ® testi 26, n/ Permit Number:d/��'�-� ❑ No one available for inspection: Time Re -Inspection required: Yes /No When corrections have been made, cell for re -inspection at 303-234-5933 Date:Z,�,121'17 Inspector: le_l�� C ;, ) -f — DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC�E} Inspection Type:/tel vi Job Address: �cchnl Permit Number: ❑ No one available for inspection: Time _/, O/ ,�AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: �� (yi 16+-- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 31 % M, ask. Job Address: . �11U 110A1 Permit Number: ��O/%G'L_ ❑ No one available for inspection: Time AMM Re -Inspection required: Yes/' No ✓j When corrections have been made, -•call -fogy re -inspection / at 303-234-5933 Date: 12,11-0 7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201708913 PERMIT NO: 201708913 ISSUED: 11/17/2017 JOB ADDRESS: 4840 Van Gordon ST EXPIRES: 11/17/2018 JOB DESCRIPTION: Commercial tenant finish; no existing use; Build 6 modular offices in warehouse area per plans; install doors, ceiling, walls per plans new build out - 1,412sgft; Electrical service panel will be 200 amp three phase; sub -panel feeding modular office spaces will be 125 amp single phase; This permit includes HVAC, lighting, and switching out sink. **Revision install electrical for tenant equipment to the modular offices and new HVAC unit 80K BTUs furnace with a 3 ton condenser 13 SEER) *** CONTACTS *** OWNER 303-263-0489 VAN GORDON PROPERTIES LLC SUB (303)888-2968 Mike Mueller 090040 Five Star Contracting LLC SUB (303)587-2049 Juell Seidel 110222 Seidel Electric LLC SUB (303)995-0486 Randy Lane 021507 R n R Plumbing, Inc. SUB (303)423-7905 Timothy Bartels 017674 B & B Heating & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 67,000.00 FEES Total Valuation 0.00 Plan Review Fee 563.16 Use Tax 1,407.00 Permit Fee 866.40 ** TOTAL ** 2,836.56 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201708913 PERMIT NO: 201708913 ISSUED: 11/17/2017 JOB ADDRESS: 4840 Van Gordon ST EXPIRES: 11/17/2018 JOB DESCRIPTION: Commercial tenant finish; no existing use; Build 6 modular offices in warehouse area per plans; install doors, ceiling, walls per plans new build out - 1,412sgft; Electrical service panel will be 200 amp three phase; sub -panel feeding modular office spaces will be 125 amp single phase; This permit includes HVAC, lighting, and switching out sink. "Revision install electrical for tenant equipment to the modular offices and new HVAC unit 80K BTUs furnace with a 3 ton condenser 13 SEER) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, apphca le building codes, and all applicabl municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal Avner of the erty and a uthorized to obtain this permit and perform the work described and approved in conjunction with this ermt . %fu,rt�h�e st t le uthorized to include all entities named within this document as artEes to the work to be performed, J'�'� o per d is disclosed in this document and/or its' accompanying approved plans and specifications. fiatu`re qfc- l`i�JIb �` CONTRACT (Circle one) Date This ermit was issu base information provided in the permit application and accompanying plans and specifications and is subject to the compliance wit those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or aap ordinance or.xElatio Qft}is 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 TETE FOLLOWING BUSINESS DAY. City cif W heat I icicFe Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: 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: 9390 VaIA 01C M(I i/1 �+, Property Owner (please print): V c 1 t C C I� 1 �r��'D%i l LLC Phone: Property Owner Email: �C aii C C C &' (A rVA at (- co f A Mailing Address: (if different than property address) Address: >(c 5C CLy( CC S �• CC l City, State, Zip: \& liea KI jqe. CC S0, 1,55 �Gy .-7 E1 U Architect/Engineer E-mail: Phone: Yh c5te,r'c0 C-0 apt• Conn Contractor: Co ►ry L LC Contractors City License #: 9 � `� (� v Phone: 30-3 -13 3 - o(9 r, B Contractor E-mail Address: YVl t ke- -ri Ve,S+0 t'CC) cc C -C Co i ✓1 Sub Contractors: Electrical: &_6 e.(C- W.R. City License # j I G a oZ Other City Licensed Sub: City License # Plumbing:K3_K"'I Iitmbtrlc� W.R. City License#Oa- 15O j J Other City Licensed Sub: City License # Mechanical:.b 3 .a He"� r'lC� W.R. City License # /'I (c-7qJ Complete all information on BOTH sides of this form 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 SYSTPPLIANCE REPAIR or REPLACEMENT ,OOTHER (Describe).-'/ en, -;.-r (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.) C ;i k JLt--e P"A13 lt:ociiJtfcr �Lf✓Ic JO I'.,t (.tiG.: e hpVd�_ L"tilE� 1pc''. �Lc;�.S, /�.Srvr� c�G�Vt $: /�'';1+! l l���� ,eeT f%GA`, Sq. Ft.lLFI��)� Btu's Amps ��LO3 Squares Gallons Other IProject Value: (Contract value or the cost of all materials and labor included in the entire project) I I $ ;. our) I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. ........... CIRCLE ONE: (OWNER) CONTRACTOItI< r (ACITHORIZED E�RESE TIE f (O ) (CONTRACTOR) PRINT NAME: SIG ATUi� f DATE: % — 2_0 l ZONING COMMMENTS: Reviewer: BUILDING DE R,TMENT COMIQENTS�S�����0 v Reviewer: V 1 _ f -- /jx�—J PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water Distrix ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION:_ -�rb �� �t m b.qu 143 .,:Pt (.p ZZ CID -re"W-F b• -1`t X 2,400 -z -F 4(A1CogQ Building Division Valuation: $ b9 ) y q (P I FOR OFF CE VSE ONLY City of Date: /� /� j 1 �irWheatjj,jge J COMMUNITY DEVELOPMENT Add to Permit#AU/ 7D 3q133 Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033�-4 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(abci.wheatridge.co.us Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: q%qC VO -0 Gr t -A011 %• Owner (please print): Ucva G a A n Prover-� e s LL -C, Phone(3c3 Property Owner Email: Lc t-si CC o C Mailing Address: (if different than property address) Address: 3�- 7C VC"1Ct, Si. SLk-(41 -- I City, State, Zip: W IICOJ KAC�e Cc S 003j Submitting Company: f-..1ye Sir CO (j►'CiC i al L�- C' Contact Person: -MI ke. M ud I -P- r Phone:L�" 0 3) `g 8'g r an ( g Contractor: Fk Ve S+al' L L C Contractors City License #: 01 9 0 C 40 Phone 30'3 "m- �q v3 Contractor E-mail Address: M I kc? y es -i"(-( rC0 C' a 0 Cr i'►'1 0`i$q Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: �ec fi''we^` to ku— �h0c/v%✓ FF.'�e� G �/ c' a t w f�+✓,4i U��'t / . ' tJJ 0 J 1A! "f. ( v 'i c, Sq. Ft./LF Btu's Amps —�2/`% Q Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ )51©0(0? OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application ist-thatentityon this application. CIRCLE ONE: (OWNER) (CONTRACTOR or (AUTHORIZE E RES T7VE) of (O ER) (CONTRACTOR) ZZPRINT NAME:A�a� �Q SIGNATU DATE: (J 20 /,7 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received Sanitation District 11 Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required Building Division Valuation: $ City of Wheatdbe CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.2352855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: f 1- 7— -� 0 17 Project Address: l b1-4 r 42 d (9 n }; e - Name of Firm/Individual submitting documents:' `�t l� CA i, r, LL C Project Type/Description: —Ile, -7, DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Fire Protection Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: Signature: Date: (Agency Repre entative) 1 L 41 City Of Wh6at�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Project Address: t 1JAA inv'4 General Contractor: F.ue- CJ--- , /", - 1. Electrical Contractor Company Name: State License #: Signature of Authorized Agent Plumbing Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: U13 Wheat Ridge License #: signature,,Of Authorized Agent Permit #: Phone #: Master #: Date Phone #: Master #: Date Phone: lo? - _ Q //:2 Date *This application must be signed by each sub -contractor confirming the same. PLUMP ENGINEERING INC, STRUCTURAL CALCULATIONS r ALLIED MODULAR Client: I. -I,_ ��'1^)ID i BUILDIt! � T F.�'O> __ - Project: Sun Company Location: 4840 Van Gordon Street, Wheat Ridge, CO 80033 Building Code: 2012 IBC Plump File No: 5.1710052 By: M.A. Date: October 23, 2017 Revisions: o�PpO REG/� l o�.; •PSD `c9�, :r ar .EXP. F 0-31-19.-:' � s sipNA•L... EN�'\�� (These calculations not valid unless sinned and sealed in space above. 914 E. Katelia Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714-385-1835 Fax: 714-385-1834 PLUMP Engineering, Inc. Fin 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 "imp Fk:.,i:�II. Iw< www.peica.com LATERAL ANALYSIS: SEISMIC BASE SHEAR 2012 IBC Seismic Coefficients: Fa = 1.600 SMs = Fa x Ss = 0.309 Ie = 1.00 F„ = 2.400 SM, = F„ x S1 = 0.144 R = 2.00 SS = 0.193 SDs = 0.67 x SMs = 0.206 S, = 0.060 SD, = 0.67 x SM, = 0.096 H = 8.00 ft Ct = 0.02 T = 0.10 sec x = 0.75 Design Base Shear Cs=SDs/(R/le) = 0.10 EQ. 12.8-2 ASCE 7-10 CS=SD,/(T(R/la)) = 0.50 EQ. 12.8-3 ASCE 7-10 (NOT GREATER THAN) Cs=0.044SDsle = 0.01 EQ. 12.8-5 ASCE 7-10 (NOT LESS THAN) Cs=0.5S,/(R/l j = 0.02 EQ. 12.8-6 ASCE 7-10 (NOT LESS THAN) V=CSW = 0.10 W EQ. 12.8-1 ASCE 7-10 Seismic Base Shear DESIGN LOADS DEAD LOAD CEILING Metal Deck = 2.00 psf Joists / Beams = 0.00 psf T -Bar Ceiling = 4.00 psf Insulation = 1.00 psf Mechanical = 0.00 psf Sprinklers = 0.00 psf Misc. = 3.00 psf Total = 10.00 psf LIVE LOAD Roof = 10.00 psf DUST COVER ONLY 16/23/2017 Design Maps Summary Report US^Design Maps Summary Report User—Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.785820N, 105.13546°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III t'destntirtstell ' 2,.> ,, 'c�omtr��rte rt:nr� c ,41'Yd ela WheatRidrge 4Goficler; rsJ ��, " .�: yet. tlr�, .rk. 4 s A Lalewood USGS—Provided Output SS = 0.193 g SMS = 0.308 g SDs = 0.206 g S1 = 0.060 g SMI = 0.144 g SDI = 0.096 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. A - �cJ 't3tt S .cre-J•ri For PGA, T, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. https://earthquake.usgs.gov/cn1/designmaps/us/summary.php?template=minimal&latitude=39.785823593963336&longitude=-105.13546246780233&s... 1/1 10/23/2017 Design Maps Detailed Report Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient Fa Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period For Site Class = D and SS = 0.193 g, Fa = 1.600 Table 11,4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S1:50.10 S1=0.20 S1=0.30 S,=0.40 S1>_0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S1 For Site Class = D and S1 = 0.060 g, F� = 2.400 https:/!earthquake. usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39.785823593963336&longitude=-105.13546246780233&sitec... 2/6 SS 5 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS >_ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and SS = 0.193 g, Fa = 1.600 Table 11,4-2: Site Coefficient F, Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S1:50.10 S1=0.20 S1=0.30 S,=0.40 S1>_0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S1 For Site Class = D and S1 = 0.060 g, F� = 2.400 https:/!earthquake. usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39.785823593963336&longitude=-105.13546246780233&sitec... 2/6 10/23/2017 Section 11.6 — Seismic Design Category Design Maps Detailed Report Table 11.6-1 Seismic Desian Cateoory Based on Short Period Response Acceleration Parameter VALUE OF SDs RISK CATEGORY I or II III IV SDS < 0.167g A A A 0.167g <_ SDS < 0.33g B B C 0.33g 5 SDS < 0.50g C C D 0.50g <_ SDS D D D For Risk Category = I and SDs = 0.206 g, Seismic Design Category = B Table 11.6-2 Seismic Desiqn Cateqory Based on 1-S Period Response Acceleration Parameter VALUE OF SDI RISK CATEGORY I or II III IV SDI < 0.067g A A A 0.067g <_ SDI < 0.133g B B C 0.133g <_ SDI < 0.20g C C D 0.20g <_ SDI D D D For Risk Category = I and SDI = 0.096 g, Seismic Design Category = B Note: When S1 is greater than or equal to 0.758, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = B Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References 1. Figure 22-1: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-12.pdf 4. Figure 22-7: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-17.pdf 6. Figure 22-18: https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-18.pdf https://earthquake.usgs.gov/cn 1 /designmaps/us/report.php?template=minimal&latitude=39.785823593963336&longitude=-105.13546246780233&sitec... 6/6 PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 itUYY EYYE www.peica.com BUILDING DATA: Weight of Wall = 5.00 psf Ledger Height = 8.00 ft Parapet Height = 0.25 ft F1 Length of Building = 18.00 ft LONGITUDINAL Distance to Resisting Element = 26.00 ft TRANSVERSE F2 Length of Building = 26.00 ft LONGITUDINAL Distance to Resisting Element = 18.00 ft TRANSVERSE F3 Length of Building = 0.00 ft LONGITUDINAL Distance to Resisting Element = 0.00 ft TRANSVERSE F4 Length of Building = 0.00 ft LONGITUDINAL Distance to Resisting Element = 0.00 ft TRANSVERSE Seismic Forces for Ceiling Diaphragm PSF FT F1 = Ceiling = 10.00 x 18.00 = 180.00 plf Walls = 5.00 x 8.51 = 42.54 plf 222.54 plf x 0.10 F1 = 22.91 plf x 0.7 x 1.3 F2 = Ceiling = 10.00 x 26.00 = 260.00 plf Walls = 5.00 x 12.76 = 63.81 plf 323.81 plf x 0.10 F2 = 33.33 plf x 0.7 x 1.3 F3 = Ceiling = 10.00 x 0.00 = 0.00 plf Walls = 5.00 x 0.00 = 0.00 Of 0.00 plf x 0.10 F3 = 0.00 plf x 0.7 x 1.3 F4= Ceiling = 10.00 x 0.00 = 0.00 plf Walls = 5.00 x 0.00 = 0.00 plf 0.00 plf x 0.10 F4 = 0.00 plf x 0.7 x 1.3 Wind Forces for Ceiling Diaphragm Fx= Interior = 5.00 x 4.25 = 21 plf (ASD) WIND governs in F1 -i SEISMIC Governs in F2 21 plf (ASD) = 30 plf (ASD) = 0 plf (ASD) = 0 plf (ASD) f ` PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 r.:iur [rs is EE lira it WWW.peICa.COm Shear Forces Alona Lines Line 1 F1 = 21 plf x 26.00 x 0.23 = 127 Ib Line 2 F1 = 21 plf x 26.00 x 0.50 = 277 Ib Line 3 F1 = 21 plf x 26.00 x 0.27 = 149 Ib Line A F2 = 30 plf x 18.00 x 0.50 = 273 Ib Line B F2 = 30 plf x 18.00 x 0.50 = 273 Ib Max Diaphrgam Shear V -F1 = 277 / 18.00 = 15 plf V-1`2 = 273 / 26.00 = 10 plf 20 ga. 3W Deck w/ (2) #10 Tek screws @ 12" O.C. V allowable = 177 plf > 15 pif — OKI Load = 20.00 psf Length = 18.00 ft M = 810 Ib -ft Length(max) = 20.42 ft M(max) = 1042 Ib -ft 18.00 < 20.42 ft —. OKI 810 < 1042 ft --• OKI PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 r,uv tra:vttaiv; ir¢ www.peica.com Shearwalls Line 1 Shear = 127 lb Thick. F,. Length = 18.00 ft Floor Track: 6063-T6 V = 127 / 18.00 = 7 plf < Line 2 Shear = 277 lb Size Length = 18.00 ft LRFD 0 V / LRFD / 4 v = 277 / 18.00 = 15 plf < Line 3 635 Shear = 149 lb Length = 18.00 ft v = 149 / 18.00 = 8 plf < Line A Shear = 273 lb Length = 18.00 ft v = 273 / 18.00 = 15 plf < Line B Shear = 273 Ib Length = 26.00 ft v = 273 / 26.00 = 10 plf < Allowable Shear per Ramtech Laboratories. Inc. dated January 26. 2000 Track to Conc. Slab Attachment 159 plf --. OK! 159 plf — OK! 159 plf --. OK! 159 plf OK! 75 plf OK! `Load on existing wall is negligible. 2010 ADM Alloy Thick. F,. # of Anchors 2FtuDt / it 4.2(t3D)112F,„ / n Floor Track: 6063-T6 0.080 30 1231 y 672 Ib Concrete: — 2974 Ib Size Edge V LRFD 0 V / LRFD / 4 KB -TZ: 0.500 7.000 1777 1.4 2 635 PLUMP Engineering, Inc. _.. F�: 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 i�� 1'. L'Mi EX61v EEi IY'v .Y: www.peica.com LATERAL ANALYSIS: 0.080 Wp x 0.70 = 0.056 Wp (ASD) DETERMINE ELEMENTS OF STRUCTURE - WALLS 0.056 Wp x 5.00 psf = 0.28 psf Fa = 1.60 le = 1.00 (INSIDE OF STRUCTURE) SS = 0.19 Rp = 2.50 SMS = Fa x Ss = 0.31 ap = 1.00 Allowable Traverse per Ramtech Laboratories, Inc. dated January 31, 2000 SDS = 0.67 X SMS = 0.21 Z = 0.00 r = 8.00 Fp(max)= 1.6SDsIeWp = 0.33 Wp NOT MORE THAN Fp= 0.4apSDSle(1+2z/r)/Rpwp = 0.03 Wp Fp(min)= 0.3SDsl,Wp = 0.06 Wp NOT LESS THAN ACTUAL DESIGN SEISMIC COEF. = 0.06 Wp Fa = 1.60 le = 1.00 SS = 0.19 Rp = 2.50 SMS = Fa x Ss = 0.31 ap = 1.00 SDs = 0.67 x SMs = 0.21 Z= 8.00 r= 8.00 Fp(max)= 1.6SDSIeWp = 0.33 Wp NOT MORE THAN Fp= 0.4apSDSle(1+2z/r)/Rpwp = 0.10 Wp Fp(min)= 0.3SDSIeWp = 0.06 Wp NOT LESS THAN ACTUAL DESIGN SEISMIC COEF. = 0.10 Wp Seismic Force over the Height of the Wall Fp = 0.080 Wp x 0.70 = 0.056 Wp (ASD) Fp = 0.056 Wp x 5.00 psf = 0.28 psf Wind Force over the Height of the Wall qZ= 5.00 psf (INSIDE OF STRUCTURE) P = 5.00 psf WIND Governs F.S. Pa = 36.00 / 2.50 = 14.40 psf Allowable Traverse per Ramtech Laboratories, Inc. dated January 31, 2000 PLUMP Engineering, Inc. ° 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 o;ov I EA;: 4 i FV � , :,: www.peica.com Raceway Post = 1.278 in" Size = 4" Material = Alum 6063-T6 Fy = 35 ksi E = 10100 ksi Area = 0.864 int Ix = 1.696 in" Sx = 0.767 in' rx = 1.401 in Length = 8.00 ft. Kx = 1.00 Ky = 1.00 KxLx/rx = 68.52 KyLy/ry = 19.74 Allowable Stress Fa=72E/(KL/r)Z = 21.23 ksi Fb=Fy/1.95 = 17.95 ksi Point Load Ceiling: Dead Load = 10.0 x Live Load = 10.0 x Floor: Dead Load = 0.0 x Live Load = 0.0 x Total Point Load: Dead Load = 374 + Live Load = 374 + Total Load = ly = 1.278 in" Sy = 0.656 in' ry = 1.216 in Lx = 96 in Ly = 24 in 4.16 x 9.00 = 374 lb 4.16 x 9.00 = 374 lb 0.00 x 4.00 = 0.00 x 4.00 = fa (DL+LL) = 0.87 ksi fa (DL) Bending W = 5.00 psf x M = 20.78 x fb = 2.60 ksi Combined Stress Ratio: fa/Fa + fb/Fb = 0.01 + fa (DL+LL)/Fa = 0.04 < 1.00 0 = 374.06 lb 0 = 374.06 lb = 748.13 Ib 0.22 ksi 4.16 = 20.78 plf 9216 / 8.00 = 0.14 = 0.16 < 1.00 2.00 k -in PLUMP Engineering, Inc. Fin 914 E. Katella Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 04,jml lM6l Yffil Yi 'Y. WWW.pelCa.cOm H -Post = 0.038 in" Size = 4" Material = Alum 6063-T6 Fy = 35 ksi E = 10100 ksi Area = 0.507 int Ix = 1.014 in" Sx = 0.554 In' rx = 1.414 in Length = 8.00 ft. Kx = 1.00 Ky = 1.00 KxLx/rx = 67.89 KyLylry = 87.27 Allowable Stress Fa= ZE/(KI = 21.63 ksi Fb=Fy/1.95 = 17.95 ksi Point Load Ceiling: Dead Load = 10.0 x Live Load = 10.0 x Floor: Dead Load = 0.0 x Live Load = 0.0 x Total Point Load: Dead Load = 360 + Live Load = 360 + Total Load fa (DL+LL) = 1.42 ksi fa (DL) _ ly = 0.038 in" Sy = 0.054 in° ry = 0.275 in Lx = 96 in Ly = 24 in 4.00 x 9.00 = 360 lb 4.00 x 9.00 = 360 lb 0.00 x 4.00 = 0.00 x 4.00 = 0 = 0 = Bending W = 5.00 psf x M = 20.00 x fb = 3.47 ksi Combined Stress Ratio: fa/Fa + fb/Fb = 0.02 + fa (DL+LL)/F. = 0.07 < 1.00 360 Ib 360 Ib 720 Ib 0.36 ksi 4.00 = 20.00 plf 9216 / 8.00 = 0.19 = 0.21 < 1.00 . Me 1.92 k -in A i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: LOH-dit�r Job Address: 4OW014 Permit Number: I N U O[ b5 1 ❑ No one available for inspection: Time Un9UJ AM PM Re -Inspection required: Yes When corrections have been made, call f e-inspecfio at 30 -234-5933 Date: l )SI Inspector: � e DO NOT REMOVE THIS NOTICE City of " Wheatfdge COMMUNITY DEVELOPMENT Landscaping Escrow A weement This agreement made this 811 day of November, 2017, by and between the City of Wheat Ridge and Van Gordon Properties, LLC for escrow in the amount of Ten thousand dollars and zero cents ($10,000.00) being held by the City of Wheat Ridge until landscaping is competed at 4840 and 4880 Van Gordon In the event that the installation of landscaping is not completed by the developer by June 1, 2018, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the property owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said improvements. The only precondition to the City's right to withdraw the funds for this purpose shall be a letter from the Community Development Director, stating that the improvements have not been completed or provided and that the compliance date of June 1, 2018, has expired. Approved and Agreed: General Contractor: Signature {, O Print Name A-ty 466 Vic,... �Q esP�fZ 1 la-�i .�. Business Address / Phone Date Title Citv of Wheat Ridv-e. Colorado By: Title: V Date: _ 1 City of �C.�7�Theat 1j4d CMUNITY DEVELOPMENT Escrow/Letter of Credit Transmittal Sheet An escrow agreement has been executed for the installation of landscaping at 4840 and 4880 Van Gordon Street. The escrow is in the amount of ten thousand dollars and zero cents ($10.000) for installation of site landscaping. The above amount is to be held in escrow for: ® Landscaping and parking under Planning & Development: ❑ Street Improvements under Public Works: ❑ Other: Escrow expires June 1, 2018 The escrow shall be held by the City as reimbursement to offset cost to City for completion of site work. Notes: Name Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �2_0I�,OIRS-+ Inspection Type: a- 0 I co Q 1565 1 Job Address: A -q 40 - SD VQ Permit Number: 4 1 ' �SrGe,r_�'e Q I/AC0 y1A d I e-. -(e - ❑ No one available for inspection: TimeR.'QQ t AM%PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ 1 _. - 1 :7 Inspector: V -4 ---- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 3 INSPECTION NOTICE Inspection Type: E F Job Address: ©i C'w _,5 - Permit Permit Number: "moi/ a l pw l ❑ 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 - Date: f( ��7 Inspector: / DO NOT REMOVE THIS NOTICE �f41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8.929 Fax INSPECTION NOTICE Inspection Type: 7/1'.") C_ & Job Address: /.5�1� f. �l/ O.c t e � v S?' Permit Number: I("')/ C11? d_ A'�) / It— ❑ No one available for ids on: Time�� AM/PM Re -Inspection require Yes o When corrections have bee made, call for re -ins do at 303-234-5933 i 1 Date:'Inspectors i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: J3001 It EC. Job Address: Y81/0 Vo r► 4 t -do it 5�t` Permit Number: '�O/60 / 5-1 ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:) I Inspector: DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax r_ INSPECTION NOTICE Inspection Type: x�%_a C_ _� ,ell/G [./ SC/ "q 1 / � C"L r7 0,6/ S/ - Job Address: Permit Number: 2 0 l C / ❑ No one available for inspection: Time:-; S_ M/PINI Re -Inspection required: Yes ( No , When corrections have been made, call for re-inspt 3 X234 933 Date: t_7 l / Inspector: zv /�� DO NOT REMOVE'' HIS NOTICE f i ❑ No one available for inspection: Time:-; S_ M/PINI Re -Inspection required: Yes ( No , When corrections have been made, call for re-inspt 3 X234 933 Date: t_7 l / Inspector: zv /�� DO NOT REMOVE'' HIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ]!�� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f-, m,,NL IFL�GT; co"tA Job Address: 4-840 i)^Q - czoo"-) �3r, Permit Number: 92picyo lht:a I A.� t —7 Com? [ C= (!�5 lu- C ❑ No one available for inspection: Time AM/PM Re -Inspection require"` Yes No When corrections have been made, calLfe e -inspection at 303-234-5933 Date: 1012-7114 Inspector: ` DO NOT REM E THIS NOTICE � ' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: TimE��v '--fAM/PM Re -Inspection required: Yes No When corrections have been made, call for re- Date:/62 ;Inspector: � � 4 i CITY OF WHEAT RIDGE _('30,3) -Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1-2(,16-- Job -2vJob Address: �� �/O IV G -01t 19 17 Permit Number: G D ❑ No one available for inspection: Time " Re -Inspection required: YesN�o�% When corrections have been made, call for re -inspection at 303-234-5.933 Date:() / � L! 1 � Inspector:_�P k( DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: % ��� v191' 61[v0lU S'T Permit Number: o S� _ 11n Lj No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections have been made, call for re -ins a" f 303-234-5933 c� Date: - 0 Inspector: fiCITY OF WHEAT RIDGE r � i - G Building Inspection Division j' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /�C_ A/1 C_ Job Address: L/ ,-,/ 0 1 C 6, C •c �)C�,y S, - Permit Number: c) / 6 C) / �,- S; / c�Us f fA �v `7,- UWP TS /CC /t> 1 7 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-insp/e` tion � 303-234-5933 Date:_y` y� Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE Vf? vil i_ ae /":/_('n . // G% . /2 USS U V!:� ❑ No one available for inspection: Time 7'� / AM/PM Re -Inspection required: Yes(,Nom` When corrections have been made, call for re -ins e- 'on at.303-234-5933 Date: Inspector: G 1 o -' DO NOT REMOVE THIS NOTICE 301ION SIHI 3AOW3hl ION 00 z --:aoloadsul a��a £ 6S-b£Z-£ a uof;jadsupar ao{ ileo `apew uaaq aney suoijoaaaoo uayM. oN%saA- :paainbaa uoiloodsul-ab WdAMV quail :uoiloodsui aol apepAe quo ON r :adA1 uopedsul 33IION N01133dSNI xeJ 6269-L 9Z (000) • 9q1JJ0 9990-9Ez (EOE) aull uolloadsul SS65-b£Z (£0£) uolslnla uolloadsul Buiplins , 3Jaia IV3HM d0 A113 I i CITY OF WHEAT RIDGE _1�9�Building Inspedtion Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax t INSPECTION NOTICE Inspection Type; Oc�'r,' Job Address: ' �<"/o Re -Inspection required: Yes No When corrections have been made, call for re-inspectio -af /®4- 933 Date:" �� f Inspector: DO NOT REMOVE TWIS NOTICE y. A i ` CtITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ��(303) 235-2855 Office e (303) 237-8929 Fax INSPECTION NOW Inspection Type: lvS DINS Job Address: VA),1 Permit Number: 7---- C / f v� J ❑ No one available for inspection: Time 000AM/PM Re -Inspection required: YesNo When corrections have been made, call for re-inspectio.at 03-234-5933 /r Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ��Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE .,61F5-410 VAW 2 0/ 6'0 i ❑ No one availae for inspection: Time AM/PM Re -Inspection re it o When corrections have been made, call for re -inspection X03-234-5933 � 'O' Dater % ��" -`-, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: e Job Address: /) Permit Number:�� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, al or re ectioq f 303- 4� 933 Date: 211,5 /77- inspect DO NOT REME THIS NOTICE , i CITY OF WHEAT RIDGE Building InspectionDivision 9�(303) _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �,� ijf d C r�vkvE�-U� Inspection Type: Job Address: / �/o V4 Al rdc,-,i Permit Number: -Z-.0 !' 6'� K571 - _e v - o ❑ No one available for inspectiom a AM/PM Re -Inspection required: Yes No When corrections have been made, call for r reins ebti �3�03-234-5933 Date: Inspector. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: j (XI _S I AI S Job Address: ` // �r410 I 14N 60tir-00� S i Permit Number: f Z c� CA e,; ❑ No one available for inspection- Time l AM/PM i f Re -Inspection required: Yes o When corrections have been made, call for re-inspe • tior�at 03-234-5933 Date: �f �� -� Inspector: ` DO NOT REMOVLTHIS NOTICE 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: FM X IF� Job Address: tj gyp Vern G©i ah j Permit Number: -'do 16 O 1 86-i a l/r ❑ No one available for inspection: Time / AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-111 5933 Date:7117 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: FIFI' /A,� 1- _-- Job Address: e!�'�XO V4A1 GG' 2 J ux1 Permit Number: LO/ 60 /2-s—/ / Al `_ C__ 11 /7 -V1 C il'- ❑ No one available for inspection: Time 01� 'IJ AM/PM Re -Inspection required: Yes, No When corrections have been made, call for re-inspetior�, 003-234-5933 Date:, Inspector:= A s '` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P,R1 _ Job Address: �, _ 0 V 4 A/ ;1 / Permit Number: 2 Q/ 6 0 S - I ❑ No one available for inspection: Tim ll.5 AM/PM Re -Inspection required: YesCI When corrections have been made, call for re-inspe' ion 303-234-5933 �7 ' Date:t =' /i' Inspector: ,- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F. Job Address: �? Permit Number: ❑ No one available for inspection: Time . AM/PM Re -Inspection required: Yes No When corrections have been made, call for -M -inspection at 30&234-593 Da4Inspecto . --` _j t "4 DO NOT REM O THIS NOTICE � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: I Permit Number: ca l 4--7 TP42�_-D I�? -- ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes __ No When corrections have been made, call re -inspection at 303-234-5933 Date �� l�nspector rJ i " CO I U� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:9 (� T Permit Number: "ZO ( Lo 01 X51 ❑ No one available for inspection: Time`(. '1_ AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 � ern Date:_!-) C1110 1 1171 Inspector: 1! DO NOT REMOVE THIS NOTICE W i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F o V Job Address: '--i "-6 L4 0 an G O r Permit Number: O`Z D 1 (o D ) Sc Z� 1 v .�,� r A-, ❑ No one available for inspection: Time i c,; R, AIVIPM Re -Inspection required: Yes``� N— When corrections have been made, call for re -inspection at 303-234-5933 Date: LA 1 1 Inspector: N DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: r1� Permit Number: 22n I : S ❑ 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: ,A, J/7 Inspector: DO NOT REMOVE THIS NOTICE ........ 1.i . i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax 3°d INSPECTION NOTICE Inspection Type: )cQ V', Job Address: Yo Vt4 b a3 7' Permit Number: (6 () /'i / ❑ No one available for inspection: Time ��� 30 0AA/I/PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: '1 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) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6 U G Job Address: L(8 v V AAJ &04E-�0r'l s -r Permit Number: Z r,/ G o 1 661 Gf� acv ❑ No one available for inspection: Time :2-0 /PM Re -Inspection required: Yes /NO/' When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: lf� DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial New Struc PERMIT - 201601851 PERMIT NO: 201601851 ISSUED: 02/07/2017 JOB ADDRESS: 4840 Van Gordon ST EXPIRES: 02/07/2018 JOB DESCRIPTION: Construction of CMU office/warehouse building. 26,827 sf with anticipated uses of B and S1. *** CONTACTS *** OWNER CLEAR CREEK VALLEY LLC GC (303)287-5525 John R. Barna, Jr. 160164 DCB Construction Company Inc. SUB (970)330-2216 George W. Corman III 021020 Corman Mechanical Contractors SUB (303)806-8000 B. Trevino 017942 Denver Heating & A/C, Corp. SUB (720)946-1830 Ronald Smith 110060 Productive Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2, 400, 000. 00 FEES Total Valuation 0.00 Plan Review Fee 7,931.33 "AID Use Tax 43,200.00 Permit Fee 12,202.05 (�j(�(-FCi � Engin. Review Fee 1,200.00 ** TOTAL ** 64,533.38 *** COMMENTS *** *** CONDITIONS *** BT: Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Approval from presiding fire department required prior to final building inspection sign -off. LR: All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. All lighting shall be in conformance with Section 26-503 of the Zoning and Development Code with fixtures fully shielded so that the source of the illumination is not visible from adjacent properties and streets. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. DFB: A drainage certification accompanied by as -built plans shall be required prior to issuance of the certificate of occupancy. City of Wheat Ridge Commercial New Struc PERMIT - 201601851 PERMIT NO: 201601851 ISSUED: 02/07/2017 JOB ADDRESS: 4840 Van Gordon ST EXPIRES: 02/07/2018 JOB DESCRIPTION: Construction of CMU office/warehouse building. 26,827 sf with anticipated uses of B and S1. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all a ITcable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal own ff t�operty mthorized to obtain this permit and perforin the work described apd approved in conjunction with this erm t- I furth r att that I a le all authorized to include al[ entities named within this document as artres to the work to be performed and t t a ork to be er rm d is disclosed in this document andlor its' accompanying approved plans and specifications. 2. 4. 5. '-_ 21 /1 nature of OWNER or COI�TRA•g)R (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, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buil mg Official — Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. FOR OFFICE USE ONLY � , City of Date: Wheat, d�ge COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee:.�( . Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits ci.wheatrid e.co.us Building Permit Application_.. _. *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4840 Van Gordon Street Property Owner (please print): Clear Creek Valley, LLC Phone: (303) 263-0489 Property Owner Email: louficco@gmail.com Mailing Address: (if different than property address) Address: 3650 Vance Street, Suite 1 City, State, Zip: wheat Ridge, CO 80033 Arch itect/Enaineer: dcb Construction (Scott Sworts, Project Manager) Architect/Engineer E-mail ssworts@dcbl.com Contractor: dcb Construction Phone: (303) 287-5525 Contractors City License #: B-35 ( �' C l G"`t Phone: (303) 287-5525 Contractor E-mail Address: ssworts@dcbl.com Sub Contractors: Electrical f7vd (ph vi Oki W.R. City License # Other City Licensed Sub: City License # t Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: N n O. r W.R.City Licenset# qahi9 Complete all information on BOTH sides of this form b ® COMMERCIAL ❑ 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.) Construction of CMU Office / Warehouse building, 26,827 sf building with anticipated use groups of B / S-1. Each unit will have approximately 322sf of office space and approximately 1,980sf of S-1. Sq. FULF 26,827 Amps 100 Btu's 135 per unit er unit Squares Gallons 6 per unit Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2,400,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: ! V -Z �o k DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer OCCUPANCY CLASSIFICATION: BUILDING DEPA TMENT COMMENTS: Reviewe'r7-) —`---� a' LA` i PW DE4PT : I bP- -7 Ad c.---7ZT7Fc-1 -77o.0 Rl vc-::b 8Y AS- 8v��� P4-.t;,1s aK ll!�`� c.�2i -t-. bF' ©cc-��i9->vGS✓. t2��aq `Glo Building Division Valuation: $ HVS ENGINEERING 9201 WEST TENNESSE AVENUE LAKEWOOD, CO 80226 David Brossman, Design Engineer City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 RE: Ficco Property 4860 Van Gordon Stree City of Wheat Ridge Jefferson County, CO Dear Mr. Brossman: February 19, 2017 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED Rl DRAINAGE O CURB & GUTTER J6 MISCELLANEOUS COMMENT Revised Drainage FOR: ❑ SIDEWALK ❑ STREET O PLAT 49..+=? 0212112017 CIVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS The following revisions are proposed to the approved drainage for the subject project: 1. Construct an 18" drainage pipe around the proposed north building (4880). 2. Change the previously approved drainage pipe south of the south building (4840) to a U - Channel. 3. Eliminate clay liner from the middle of the detention/water quality pond. 4. Move the proposed south building 2.3 feet to the east. 18" DRAINAGE PIPE Roof drains from the the existing building (4860) drain to a pan located on the north side of the building. This drainage pan flows east to the area between the existing building on the northwest and new building to the northeast. Recent field observations show that stormwater from the pan will not flow to the pond as intended after construction, but rather will be directed onto the property to the north. Furthermore, the roof drains on the northeast building have been designed to drain to the north side of the building. There is no way to direct flows from these roof drains to the pond on the surface. Therefore, the entire roof of the proposed northeast building would also drain onto the property to the north. 1t is proposed to construct an 18" drainage pipe along the north and east sides of the proposed northeast building to drain to the pond. The roof drains from the proposed northeast building would drain directly into this pipe. A 2'x 2' concrete box will be constructed at the west end of the pipe in the pan that drains the roof of the existing building. Because of grade limitations, a standard inlet cannot be constructed and therefore can't be used. Therefore, a grate will be placed at the top of the box to allow water from the pan to drain into the pipe. Manholes will be placed at all pipe bends. CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 RECEIVED 02/21/2017 3rd Submittal (Revised Drainage) CONCRETE U -CHANNEL At the request of the owner, a concrete U -channel is proposed to replace the pipe that was originally proposed and approved to drain the stormwater that comes from the west across Van Gordon Street and the roof drains from the proposed south building. This also will allow drainage from the property to the south that used to enter the existing channel to enter the U - channel at any point instead of only at the area drains that were proposed in the previously approved drainage plan. This should result in less ponding. CLAY LINER At the request of the City. Clay liner proposed to be constructed under the center of the detention/water quality pond will be removed to allow for some infiltration in an effort to reduce some of the flow released from the pond. Clay liner will remain on the east and west sides of the pond. On the east side, the liner will be constructed within 50 feet of the top of the pond to reduce the risk of water from infiltrating to the existing steep slope off the property to the east. On the west side, the clay liner will be installed within 50' of the proposed south building to reduce the risk of undermining its foundation. RELOCATION OF THE SOUTH BUILDING Excel has requested the proposed south building be moved to be at least 10 feet away from their power lines located on the east side of Van Gordon Street. The building is proposed to be moved 2.3 feet to the east. This will maintain the previously approved horizontal location where the 100 -year water surface elevation meets the slope on the west side of the pond, thus keeping the pond volume the same as originally proposed. This will require construction of a 1.44 foot high wall on the west side of the pond. A detail showing the grades of this wall in cross section is shown on sheet 2 of the plans attached to this report. Flow and capacity calculations for the pipe and u -channel are attached. Because the proposed pipe and u -channel need to direct the 100 -year flow to the pond, only the 100 -year flow capacities are provided. A revised drainage plan and profiles of the pipe and u -channel are also attached. Please let me know if you need any additional information regaroir g this proj t" Sincerely, G Henry Hollender, PE 4840 Van Gordon Street February, 2017 Developed Sub -Basin Coefficients Weighted Coefficients for HSG "CID" Soils DESIGN LAND USE LAND USE AREA (ac.) BASIN LAND USE AREA (ac.) 1(%) C5 Cioo POINT Landscape 0.013 2 D2 2 Building Area 1.39 89.52 0.75 0.83 D5 5 Storage Area 0.68 88.56 0.74 0.82 BASIN LAND USE LAND USE AREA (ac.) I(%) C5 Ciao D2 2 Landscape 0.013 2 0.15 0.50 Pavement 0.051 100 0.90 0.96 Roof 1 Conc 1.323 90 0.75 0.83 1.388 90 0.75 0.83 BASIAL LAND USE AREA (ac.) 1(%) C5 Ciao Landscape 0.011 2 0.15 0.50 D5 5 Pavement 0.000 100 0.90 0.96 Roof I Conc 0.670 90 0.75 0.83 0.681 89 0.74 0.82 2/1812617 Fico DRN D2 D5.xlsx 4840 Van Gordon Street February, 2017 TIME OF CONCENTRATION t; = 0.39511.1-C,) L'rz 8'13 Cy - Conveyance Coefficients 2.5 Heavy Meadow 5 Tillage 1 Field 7 Short pasture & lawns 10 Nearly bare ground 15 Grassed waterway 20 Paved areas and shallow paved swales L=L160VV=Cv-S" DEVELOPED RUNOFF RUNOFF THROUGH U -CHANNEL BASIN DESIGN AREA POINT (ae) RUNOFF RUNOFF cfs Cs Cm 05 Or" OHI A 4.08 DEVELOPED - ONSITE BASINS AVERAGE OH2 8 0.85 0.39 0.64 1.6 DESIGN BASIN DATA AREA INITIALIOVERLAND 18.6 42.5 TRAVEL TIME BASIN Tc CHECK USE COEFFICIENTS TIME (Ti) (Tt) (Urbanized Basins) Tc BASIN ID: AREA C5 LENGTH AVG. SLOPE Ti LENGTH AVG. C, VEL SLOPE Tt Ti Tt TOTAL Tc=(Ul80) +10 2 acres 1.39 ft % min ft % s nun Tc LENGTH ft nun min D2 1.39 0.75 400 1.0 13 1 551 1.0 20 2.0 5 17 951 15 1 15 D5 0.68 0.74 1 66 1.0 5 1 465 1.0 20 2.0 4 9 531 13 9 t; = 0.39511.1-C,) L'rz 8'13 Cy - Conveyance Coefficients 2.5 Heavy Meadow 5 Tillage 1 Field 7 Short pasture & lawns 10 Nearly bare ground 15 Grassed waterway 20 Paved areas and shallow paved swales L=L160VV=Cv-S" DEVELOPED RUNOFF OFFSITE RUNOFF TO U -CHANNEL RUNOFF THROUGH U -CHANNEL BASIN DESIGN AREA POINT (ae) RUNOFF RUNOFF cfs Cs Cm 05 Or" OHI A 4.08 RUNOFF AVERAGE OH2 8 0.85 0.39 0.64 1.6 DESIGN AREA Tc 18.6 42.5 INTENSITIES BASIN POINT LOCATION COEFFICIENTS ('nlhr) RUNOFF cfs (min) C5 COG IS 1100 05 Q100 (ac) D2 2 18' PIPE 1.39 15 0.75 0.83 1 3.11 5.85 0.9 6.8 D5 1 5 U-CHANNELI 0.68 9 0.74 0.82 3.89 7.32 0.4 4.1 OFFSITE RUNOFF TO U -CHANNEL RUNOFF THROUGH U -CHANNEL BASIN DESIGN AREA POINT (ae) RUNOFF RUNOFF cfs Cs Cm 05 Or" OHI A 4.08 0.87 0.93 16.6 1 33.6 OH2 8 0.85 0.39 0.64 1.6 4.8 1 152 1 38A I SITE + OFFSITE DEVELOPED RUNOFF THROUGH U -CHANNEL DESIGN RUNOFF cfs BASIN POINT Q, Q190 D5+OHI + OH2 P1 18.6 42.5 211MO17 1 1.3 1 10.9 1 7 x .Az7 Ficco DRN D2 D5Am Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. 4880 Van Gordon Street -18 in Pipe Basin D2 Saturday, Feb 18 2017 Circular Highlighted Diameter (ft) = 1.50 Depth (ft) = 1.17 Q (cfs) = 6.800 Area (sqft) = 1.48 Invert Elev (ft) = 5280.00 Velocity (ft/s) = 4.59 Slope (%) = 0.47 Wetted Perim (ft) = 3.26 N -Value = 0.013 Crit Depth, Yc (ft) = 1.01 Top Width (ft) = 1.24 Calculations EGL (ft) = 1.50 Compute by: Known Q Known Q (cfs) = 6.80 - Z �� t Elev (ft) 5282.00 5281.50 5281.00 5280.50 5280.00 5279.50 Section 0 1 2 3 Reach (ft) Channel Report Hydraflow Express Extension for AutoCAD® Civil 3D® 2013 by Autodesk, Inc. Saturday, Feb 18 2017 4880 Van Gordon Street - 4ft U -Channel Basin D5 Rectangular Highlighted Bottom Width (ft) = 4.00 Depth (ft) = 1.47 Total Depth (ft) = 1.50 Q (cfs) = 42.50 Area (sgft) = 5.88 Invert Elev (ft) = 75.50 Velocity (ft/s) = 7.23 Slope (%) = 0.50 Wetted Perim (ft) = 6.94 N -Value = 0.013 Crit Depth, Yc (ft) = 1.50 Top Width (ft) = 4.00 Calculations EGL (ft) - = 2.28 Compute by: Known Q Known Q (cfs) = 42.50 ' r r-- Elev (ft) Section 78.00 77.50 77.00 76.50 76.00 75.50 75.00 0 .5 1 1.5 2 2.5 3 3.5 4 4.5 5 Reach (ft) Depth (ft) 2.50 2.00 1.50 1.00 0.50 i r, -0.50 DEVELOPED DRAINAGE 4840 VAN GORDON STREET LOCATED IN THE SE 1/4 OF THE SE 1/4 SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET 1 OF 2 \ \ STA 1+00 DC#1 %II'Ir►i'h \ TIE 18• RCP INTO \ 2' X 2' BOX T% \ GRATE ON T.. 71- - - - - _ - / � � `TSTA' 3+87.32 N a a W( E N H SCALE ,•_ 30• 30 0 15 30 LEGEND y INDICATES FLOW DIRECTION DEVELOPED RUNOFF INDICATES BUILDING IMPROVEMENTS INpCATES CONCRETE IMPROVEMENTS DEEIGg SAB. POINT ............. INDICATES INDICATES EXISTING PAVEMENT IMPROVEMENTS AREA INDICATES PROPOSED PAVEMENT IMPROVEMENTS RUNAVERAGE COE:FICF.FtN7a - INDICATES PROPOSED RUNDOWN CHANNEL RUNOFF IM) +---e9----- INDICATES EXISTING CONTOURS D2 2 j- INDICATES PROPOSED CONTOUR s i EOP INDICATES EXISTING EDGE OF PAVEMENT 0.75 0x83 -X-x-x- INDICATES FENCE UNE qac INDICATES LOT UNE D5 5 INDICATES OVERHEAD UTILITY��./ 0.01 INDICATES RETAINING WALL 0.74 0.82 .. .. ,•,�;� INDICATES CURB & GUTTER :.. 0.N INDICATES PROPOSED OUTLET STRUCTURE 0 INDICATES PROPOSED STORM MANHOLE INDICATES EXISTING FIRE HYDRANT F INDICATES EXISTING GUY O INDICATES MANHOLE (UNKNOWN) e INDICATES EXISTING SANITARY MANHOLE M INDICATES EXISTING TELECOMMUNICATION BOX VVz 8 - INDICATES EXISTING TRANSFORMER 0 INDICATES EXISTING UTILITY POLE o t O INDICATES EXISTING WATER METER STA5+5+ STA 7D.73 E D INDICATES EXISTING WATER VALVE p TOP; 74.E NOTIM p� V IIINV IN . 71.70 CURB RADIUS MEASURED AT FLOWLINE ■ INDICATES FOUND MONUMENT FF11 l lll��lll.illl ° INDICATES SET NA R®AR & CAP. BAYER; P.L.S. 6973 DIi ,38.91 LF 16• p7 'PPE O 0.5x ARK (110/1/TDIO IdiII'll,ll ELEVARONS SHOWN ARE ASSUMED. TO OBTAIN THE CITY OF a STA 8+1&84 *EAT RIDGE NAVD88 ELEVATION SUBTRACT 831 FEET FROM 8 INV _ 71.50 ELEVATIONS SHOWIN. THIS ELEVATION DATA IS BASED ON QTY OF I IIE�IIIIIIII WHEAT RIDGE POINT NO. ANT SOX AT THE INTERSECTION OF WEST 440TTR1 AVENUE AND WAS i illlillllli ROAD WHICH HAS A PUBLSHM ELEVATION OF 518&69.• Design HH BENCFM11M (2/06/2015) 111 ILII I I ELEVATIONS SHOWN ARE ASSUMED. TO OBTAIN CITY OF WHEAT Drawn LMR I RIDGE NAVE 88 DATUM ELEVATION SUBTRACT 821 FEET FROM THE IIIILIIII I IS BASED EXISTING HEE CITY T RIDGE POINT NUMBER 13209OR PROPOSED ELEVATION. THIS ELEVATIONT(THE 1 III II RANGE SIM WNICN IHAS A PUBLISHED EELEVATIONLOF 8400.31• I�IIIIII ,EAPWARY BDJQMARK (T.&M.) (2/6/1016) W ETHE AST69.W o IIIIIII ILII 69.V AND SOUTH 11 6' OF THE SOUTHEAST CORNER THE mss" I .II,IIII.III EXISTING BUILDING AS SHOWN ON THIS MAP ELEVATION: (546777 R Er LJ r _ `7� U OH2 -�i7� fi0REBAY �• 4 1 tSITE INV I& NV71.400.39 STA 54FB&9Tn1S gg0.57 0 ITE + ENO U -CHANNEL / alIE 4' U- IN - BEND \ / FFSITE 75.49 lF 4' 4�V PAN /(� R�-fir / U ' EXa 5• CM ) NV 754o r----� J'--------------------------1 ^" U -CHANNEL j INv 73.0? �l �/ V ��PisWINutrr I ` II v 75 i I C CONCRETE \ILII III CRETE ,1�� J / ` /f�IIIIIIIIII ° 015>< I ------------ - r �__ ,/t . _� I I II II II11I11 l Q \ I--------------------------------� OFFSTE RUNOFF TO U4HAN EL MIGH AREA IUNDrs BANK P0017 COEFNCENIV RNIOFF Ir/4) I4A CB 0100 M G100 OHI A 408 0.87 0.93 10.8 339 0112 B OAS 030 0.81 18 48 182 38.1 SITE +OFFSITE DEVELOPED RUNOFF DEVELOPED RUNOFF ov �UNG��IN) DEEIGg SAB. POINT LOCATION AREA TC RUNAVERAGE COE:FICF.FtN7a NIBMMS ',.I RUNOFF IM) (Fc1 (mNI) tb C1a8 8 Nae D>s Gfp D2 2 IWFIPE 1.38 15 0.75 0x83 3.11 5.85 0.9 SB D5 5 UCFNMEL 0.01 9 0.74 0.82 3.89 7.32 0.N 4.1 OFFSTE RUNOFF TO U4HAN EL MIGH AREA IUNDrs BANK P0017 COEFNCENIV RNIOFF Ir/4) I4A CB 0100 M G100 OHI A 408 0.87 0.93 10.8 339 0112 B OAS 030 0.81 18 48 182 38.1 SITE +OFFSITE DEVELOPED RUNOFF THROUGH U -CHANNEL ov �UNG��IN) BMW �T Q3 0180 DS.OHI.M Pt 188 42.5 NAW 88 DATUM) 547598 ASSUMED ON THIS TOPOGRAPHIC MAP, Q 64 SEE BENCHMARK TABLE: Z Lo Q v1 1 0 ®�" CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: 9fDRAINAGE 0SIDEWALK 0 CURB 8 GUTTER 0 STREET Ti! MISCELLANEOUS 0 PLAT COMMENT ���� ovzlnot7 CML ENGINEER DATE 'L SUBJECT TO FIELD INSPECTIONS 811 N- CITY OF WHEAT RIDGE PUBLIC WORKS ro...a. DATE 02/21/2017 ���'0 Date: 02/19/2017 RECEIVED 02/21/2017 3rd Submittal (Revised Drainage) .4� w:� SHEET 1 OF 2 206 ov � N A C14 r-4 Lll Z cb C) O c/) W m �� �E, 811 N- CITY OF WHEAT RIDGE PUBLIC WORKS ro...a. DATE 02/21/2017 ���'0 Date: 02/19/2017 RECEIVED 02/21/2017 3rd Submittal (Revised Drainage) .4� w:� SHEET 1 OF 2 DEVELOPED DRAINAGE 4840 VAN GORDON STREET LOCATED IN THE SE 1/4 OF THE SE 1/4 SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SHEET2 OF 2 DC# 1 6 U !MR 75– STA 1+00 TOP -175 6 77.5 Wq ST 3+91.32 70 (SHED GTDE AT CHNTERUNE PF PIPE IM – 75.2 IM – .4SIA 6+19.29 71.50 HH JLL0 74- 91.32 LF 18' PIPE O 0.47X 7 --------------- 38.91 U' 18' PIPE O 0.5X STING GR DE 7 0� 7 - - - I I . — — l 0+60 Of if 1+ 1+ tt 6 2+00 2425 1+ 1+ 5 3+00 3425 3+60 3+75 4+w N25 4+ 4+ 5 5+00 54 5+ 84 6 6+00 8 9 18' RCP PIPE AT 4880 / BASIN D2 1' – 30' HORZ / VERT a e 7 7 7, 7'. N II■�■Isis_■�iG'i�i®�ri7■��■■■■■■■■■��I 11■■1/���■■■■SII , :.. ■■■�■■■��r�■■■�t3 v 2+PAN REBAY 1.40 V–PAN TO FOREBAY O D.6X Z+75 S+w 3425 3+50 3+76 4400 4+25 4+50 4+75 5+00 5+25 5+'50 5+75 "00 6421 4' U–CHANNEL AT 4840 /BASIN D5 1' - 30' HORZ / VERT 4840 VAN GORDON PROPOSED BUILDING FTE 76.8 76.3I�WALL 76.24 Y WALK I TOP OF WALL « ��, —� SCALE 1'-1' *?. _ POND BOTTOM OF WALL POND HWL 74.8 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: PfORAINAGE 0SIDEWALK 0 CURB & GUTTER ❑ STREET y,1 MISCELLANEOUS 13 PLAT COMMENT a<— D'-f— CITY OF WHEAT RIDGE PUBLIC WORKS DATE 02/21/2017 �_ RECEIVED 02/21/2017 3rd Submittal (Revised Drainage) ol U !MR g P Wq Design HH Drawn !MR Wq O JLL0 V 0 0� l c 811 iaw wn m .....nom Date: 02/19/2017 SHEET 2 OF 2 January 30, 2017 Clear Creek Valley, LLC 3650 Vance Street Wheat Ridge CO 80033 Attn: Mr. Lou Ficco Re: Retention Pond Ficco Warehouses 4840 Van Gordon Street Wheat Ridge CO Mr. Ficco: T1� ZIN ENGINEERING Project No: D15G135.B-.Addendum-02 Pursuant to your request, Triax Engineering ("Triax") is pleased to present this letter in regards to the proximity of proposed structure to the retention pond at above mentioned project site. We reviewed the geotechnical engineering report prepared by Terradyne (Project No: C 131027 dated July 24, 2013). Based on our conversation with Mr. Lou Ficco, we understand the following. • The 100 year storm elevation is 2 -ft below FFE • The slope of the retention pond is 4:1(H:V) • At the 100 year Storm elevation, the retention pond is approximately 9.8 ft from the building foundation • An engineered clay liner is used to line the retention pond The 4:1 (H:V) slope of the retention pond wall is adequate and will not affect the stability of the foundation. The clay liner used should act as an effective hydraulic barrier minimizing the seepage of water throughout the life of the structure. Provided the distance from the foundation to the retention pond, slope and the presence of clay liner performing as intended, we do not anticipate the structure will be affected by the presence of the retention pond. Non plastic/ high permeability soils shall not be used as a structural backfill as granular soils may facilitate migration of water to the relatively less permeable expansive clay layers beneath. Structural fill used at the site should have a Liquid Limit less than 30 and a Plasticity Index between 5 and 15. Triax Engineering should be retained to evaluate the suitability of the fill material and test / monitor the fill placement. We appreciate .o thank you for the opportunity to be of service to you. Please let us know if you have any questions. �o�P�� ice 0,0 RAVINE . S� R pectf lly Su MA T ax En inee , LLC 45421 '. 17 S/ONAL EaG avindran. PE Distribution: Above, Via Email ie City of Wheat Wdge CIT Y OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge. CO 80033-8001 p. 303.235.2855. I. 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/21/2016 Project Address: 4840 Van Gordon Street Name of Firm/Individual submitting documents: dcb Construction (Scott Sworts) Project Type/Description: Construction of CMU Office / Warehouse building, 26, 827sf building with anticipated use groups of B / S-1. Each unit will have approximately 322sf of office space and approximately 1,980sf of S-1. Signature of Firm Representative or I DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection p,�Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: (Agency Representative) Email: City of WIC h6 edge BLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: _ Lo,Z Aw Location of Construction: /-/8 / D L111 -w Ge, -,&D Purpose of Construction: Co Single Family Commercial K Multi -Family Development Review Processing Fee: ................................................ $100.00 $ 100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:........ ............................. $50.00 $ CommercialVMulti-Family Review Fees: (Fees include reviews of the 1st and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 $ • Initial review' of technical civil engineering documents: ................ $600.00 $ an • Traffic Impact Study Review Fee: .................................................... $600.00 $ • Trip Generation Study Review Fee: .................................................. $200.00 $ • Stormwater Management Plan (SWMP) Review Fee: ....................... $100.00 $ /00_a0 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 $ /eve . DO ' 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: 3r6 submittal (% initial review fee) :.................................................... $300.00 $ 3Dp, pD 4th submittal (full initial review fee) :................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 1 Zoo. op PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 06/13 �/ City of COMMER CIA LIMUL TI-FAMIL Y // Wheat Midge PUBLIC BUILDING PERMIT APPLICA TION RE VIE W Date: t2 0�l 213 / 6 Location: IV9411C�' V –N 6&14Z O U 57-R4a--'_7_ ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. -t/ Site Survey: ✓ OK Not OK; refer to stipulations. 2. ✓ Drainage: a. Final Drainage Report and Plan required ✓ Yes No b. Drainage Letter and Plan required Yes _✓No C. Site drainage/grading have been reviewed and are: ✓OK Not OK; see stipulations 3. ✓ CDPS Permit & SWMP Approved: ✓ Yes _ No — N/A 4. ,i Public Improvements to be completed: a. street paving/patching: Yes ✓ No b. curb & gutter/drivecut: Yes _✓ No C. sidewalk: Yes -No d. d. standard street lights: Yes ✓No e. pedestrian lights: Yes _� No f. storm sewer: ✓ Yes No g. Letter of Credit (LOC) required: Yes ✓ No h. Funds in lieu of construction: Yes _L ---No If an LOC or funds in lieu of are required, for what improvements? A) /If -- Amount of the LOC or funds: $ /J 44 5. ✓ SIA/PIA required: _ Yes _✓ No 6. ✓ Traffic impact analysis required & approved: Yes _✓ No 7. ✓ Street Access Permit required: — Yes _✓No If yes, was it approved by the Director of Public Works? Yes _ No 8. �_ Does all existing roadway/alley R.O.W. meet the standards of the City: ✓Yes No If not, what is required: it..) Id If R.O.W. is required, has the deed been received? Yes No (See Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated or attached stipulations. 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 following reason(s): Signature David F. Brossman, P.L.S. Date 11. Stipulations: 12. ✓ NOTE: Any damage to the existing Public Improvements resulting from this construction shall be repaired to City standards prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter with by As -Built plans shall be required prior to the issuance of the Certificate of Occupancy. Rev 062013 Oily (4, _,/ coat docs 1,uist is WC)Rkti City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 12-10 q ! ADDRESS:_ Vzfa) �o� 57 - 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 303.235.2564. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wvnv.ci.K,heatridge.co.us Rev 2/08 ^ COMcheck Software Version 4.0.3.0 Mechanical Compliance Certificate Project Information �O�PDO'L/C y Energy Code: 2012 IECC Project Title: Ficco Office Warehouse Building C Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction NAL Construction Site: Owner/Agent: Designer/Contractor: 4840 VAN GORDON ST John Howe NOV 17 2016 WHEAT RIDGE, CO 80033 3CE Additional Efficiency Package jh@3consultingengineers.com Unspecified Mechanical Systems List Quantity System Type & Description 10 PTAC A (Single Zone): Heating: 1 each - Other, Electric, Capacity = 10 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Packaged Terminal Unit, Capacity = 12 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Capacity Residential Proposed Efficiency = 10.40 EER, Required Efficiency = 10.29 EER Fan System: Unspecified 2 PTAC-B (Single Zone): Heating: 1 each - Other, Electric, Capacity = 14 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Packaged Terminal Unit, Capacity = 16 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Capacity Residential Proposed Efficiency= 9.40 EER, Required Efficiency= 9.30 EER Fan System: Unspecified UH -1 (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 10 kBtu/h No minimum efficiency requirement applies Fan System: Unspecified UH -2 (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 3 kBtu/h No minimum efficiency requirement applies Fan System: Unspecified HVAC System 5 (Unknown): Heating: 12 each - Unit Heater, Gas, Capacity = 125 kBtu/h Proposed Efficiency = 80.00% Ec, Required Efficiency = 80.00% Ec Fan System: FAN SYSTEM 1 -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 1980 CFM, 0.1 motor nameplate hp 12 Water Heater 1: Electric Storage Water Heater, Capacity: 6 gallons No minimum efficiency requirement applies Project Title: Ficco Office Warehouse Building C Report date: 11/16/16 Data filename: E:\COMcheck\16025 FICCO OFFICE WAREHOUSE 4840.cck Page 1 of 11 Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.3.0 and to comply with the mandatory requirements listed in the Inspection Checklist. Name - gnature ate Project Title: Ficco Office Warehouse Building C Report date: 11/16/16 Data filename: EACOMcheck\16025 FICCO OFFICE WAREHOUSE 4840.cck Page 2 of 11 �( COMcheck Software Version 4.0.0 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: Ficco Office Warehouse - Building C Location: Wheat Ridge, Colorado Climate Zone: 5b Project Type: New Construction Vertical Glazing / Wall Area: 10% Construction Site: Owner/Agent: Designer/Contractor: 4840 Van Gordon Street Lou Ficco Scott Sworts Wheat Ridge, CO 80033 Clear Creek Valley, LLC dcb Construction 3650 Vance Street, Suite 1 909 E. 62nd Ave Exterior Wall: N -100 -E -W-1 (43 combined surfaces): Concrete Block:8", Wheat Ridge, CO 80033 Denver, CO 80216 303-263-0489 303-287-5525 Door: N-1 00 -E -W-1 -D-1 (20 combined surfaces): Insulated Metal, Non- louficco@gmail.com ssworts@dcbl.com Building Area Floor Area 1060 --- --- 0.800 0.380 1 -Warehouse : Nonresidential 26933 Additional Efficiency Package High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(.) Perimeter Floor: B -100-100-1-F-6 (38 combined surfaces): Slab -On- 1051 10.0 0.525 0.550 Grade:Unheated, Vertical 3 ft., [Bldg. Use 1 - Warehouse] (b) Roof: T-101 -E-R-21 (25 combined surfaces): Insulation Entirely Above 26933 --- 38.0 0.026 0.039 Deck, [Bldg. Use 1 - Warehouse] NORTH Exterior Wall: N -100 -E -W-1 (43 combined surfaces): Concrete Block:8", 6150 19.0 0.0 0.113 0.078 Partially Grouted, Cells Insulated, Normal Density, Furring: Metal, [Bldg. Use 1 - Warehouse] Door: N-1 00 -E -W-1 -D-1 (20 combined surfaces): Insulated Metal, Non- 2207 --- --- 0.600 0.600 Swinging, [Bldg. Use 1 - Warehouse] Window: N-1 00 -E -W-1 -W-3 (103 combined surfaces): Metal Frame 1060 --- --- 0.800 0.380 Curtain Wall/Storefront, Perf. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, PF 0.29, VT 0.30, [Bldg. Use 1 - Warehouse] EAST Exterior Wall: E -101 -E -W-18 (9 combined surfaces): Concrete Block:8", 769 --- 13.0 0.063 0.078 Partially Grouted, Cells Insulated, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] Window: E -1201 -E -W -254-W-1 (8 combined surfaces): Metal Frame 80 --- --- 0.800 0.380 Curtain Wall/Storefront, Perf. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, PF 0.29, VT 0.30, [Bldg. Use 1 - Warehouse] SOUTH Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 1 of 9 Documents\ComCheck\Building C Initial Com Check.cck Assembly Exterior Wall: S -100 -E -W-2 (13 combined surfaces): Concrete Block:8", Partially Grouted, Cells Insulated, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor(a) Perimeter 7073 --- 13.0 0.063 0.078 WEST Exterior Wall: W -100 -E -W-3 (9 combined surfaces): Concrete Block:6", 866 --- 13.0 0.065 0.078 Partially Grouted, Cells Insulated, Normal Density, Furring: None, [Bldg. Use 1 - Warehouse] Window: W -100 -E -W -3-W-1 (32 combined surfaces): Metal Frame 272 --- --- 0.800 0.380 Curtain Wall/Storefront, Perf. Type: Energy code default, Double Pane with Low -E, Tinted, SHGC 0.60, PF 0.29, VT 0.30, [Bldg. Use 1 - Warehouse] (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Slab -On -Grade proposed and budget U -factors shown in table are F -factors. Envelope1 better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 IECC requirements in COcheck Version 4.0.0 and to comply with the mandatory requirements listed in the Inspection Checklist. A , n _• - — . _ w name - i me 04 X 04 0 c jrQ MIC7HAEL0 * BRAY �r A_201670 Q-) Fp ARG nature a 11:1 fire Date Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 2 of 9 Documents\ComCheck\Building C Initial Com Check.cck COMcheck Software Version 4.0.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103.2 Plans and/or specifications provide all ❑Complies [PR1]1 information with which compliance ❑Does Not can be determined for the building ❑Not Observable envelope and document where ❑Not Applicable exceptions to the standard are claimed. C406 Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the additional energy ❑Not Applicable efficiency package options. C402.3.1 Vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above -grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.3.1 Skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.3.2 In enclosed spaces > 10,000 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable lobby, atrium, concourse, corridor, ❑Not Applicable storage, gymnasium/exercise center, convention center, automotive service, manufacturing, non - refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is >= half the floor area; (b) the skylight area to daylight zone is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. Areas with obstructions that block ❑Complies 2 direct beam sunlight on >= 1/2 of the ❑Does Not [PR15]1 roof over the enclosed area for more ❑Not Observable than 1,500 daytime hours per year ❑Not Applicable between 8 am and 4 pm. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 3 of 9 Documents\ComCheck\Building C Initial Com Check.cck Section # Footing / Foundation Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Inspection Value Value C402.2.6 Slab edge insulation R -value. R- R- ❑Complies See the Envelope Assemblies [F03]2 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable C303.2 Slab edge insulation installed per ❑Complies [F04]2 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [F05]2 depth/length. Slab insulation ❑Does Not table for values. extending away from building is []Not Observable covered by pavement or >= 10 ❑Not Applicable inches of soil. C403.2.7, Exterior insulation protected ❑Complies C408.2.8, against damage, sunlight, ❑Does Not C404.5 moisture, wind, landscaping and ❑Not Observable [F06]1 equipment maintenance activities. ❑Not Applicable C402.2.8 Bottom surface of floor structures ❑Complies See the Envelope Assemblies [FO12]3 incorporating radiant heating ❑Does Not table for values. insulated to >=R-3.5. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 4 of 9 Documents\ComCheck\Building C Initial Com Check.cck Section # Framing / Rough -In Inspection plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID C402.4.1, The building envelope contains a ❑Complies C402.4.2 continuous air barrier that is ❑Does Not [FR16]1 sealed in an approved manner ❑Not Observable and either constructed or tested in an approved manner. Air ❑Not Applicable barrier penetrations are sealed in an approved manner. C402.4.3, Factory -built fenestration and ❑Complies C402.4.4 doors are labeled as meeting air ❑Does Not [FR18]3 leakage requirements. ❑Not Observable ❑Not Applicable C402.4.7 Vestibules are installed on all ❑Complies [FR17]3 building entrances. Doors have ❑Does Not self-closing devices. ❑Not Observable ❑Not Applicable C402.3.3, Vertical fenestration U -Factor. U- U- ❑Complies See the Envelope Assemblies C402.3.4 ❑Does Not table for values. [FR8]1 ❑Not Observable ❑Not Applicable C402.3.3 Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR10] 1 ❑Does Not table for values. ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are ❑Complies [FR13]1 certified as to performance labels ❑Does Not or certificates provided. []Not Observable ❑Not Applicable C402.2.7 U -factor of opaque doors U- U- ❑Complies See the Envelope Assemblies [FR14]2 associated with the building ❑ Swinging ❑ Swinging ❑Does Not table for values. thermal envelope meets requirements. ❑Nonswinging ❑ Nonswinging ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 5 of 9 Documents\ComCheck\Building C Initial Com Check.cck Mechanical Rough -in Inspection I Complies? I Comments/Assumptions C402.4.5. Stair and elevator shaft vents have UComplies 1 motorized dampers that automatically ❑Does Not [ME3]3 close. ❑Not Observable ❑Not Applicable C402.4.5. Outdoor air and exhaust systems have ❑Complies 2 motorized dampers that automatically ❑Does Not [ME58]3 shut when not in use and meet ❑Not Observable maximum leakage rates. Check gravity dampers where allowed. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 6 of 9 Documents\ComCheck\Building C Initial Com Check.cck Section # Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID C402.4.1. All sources of air leakage in the ❑Complies 1 building thermal envelope are ❑Does Not [IN1]1 sealed, caulked, gasketed, ❑Not Observable weather stripped or wrapped with ❑Not Applicable moisture vapor -permeable wrapping material to minimize air leakage. C402.4.2. Roof R -value. For some ceiling R- R- ❑Complies See the Envelope Assemblies 1 systems, verification may need to ❑ Above deck ❑ Above deck ❑Does Not table for values. [IN2]1 occur during Framing Inspection. ❑ Metal ❑ Metal ❑Not Observable ❑ Attic ❑ Attic ❑Not Applicable C303.2 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. ❑Does Not Blown or poured loose -fill insulation is installed only where ❑Not Observable the roof slope is <=3 in 12. ❑Not Applicable C303.2 Above -grade wall insulation ❑Complies [IN7]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable C402.2.5 Floor insulation R -value. R- R- ❑Complies see the Envelope Assemblies [IN8]2 ❑ Mass ❑ Mass ❑Does Not table for values. ❑ Steel ❑ Steel ❑Not Observable ❑ Wood ❑ Wood ❑Not Applicable C303.1 Building envelope insulation is ❑Complies [IN10]2 labeled with R -value or insulation ❑Does Not certificate providing R -value and ❑Not Observable other relevant data. []Not Applicable C303.2.1 Exterior insulation is protected ❑Complies [IN14]2 from damage with a protective ❑Does Not material. Verification for exposed ❑Not Observable foundation insulation may need ❑Not Applicable to occur during Foundation Inspection. C402.2.1 Insulation intended to meet the ❑Complies [IN17]3 roof insulation requirements ❑Does Not cannot be installed on top of a ❑Not Observable suspended ceiling. Mark this requirement compliant if ❑Not Applicable insulation is installed accordingly. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 7 of 9 Documents\ComCheck\Building C Initial Com Check.cck 20121ECC Final Inspection Complies? Comments/Assumptions C402.4.6 Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable ❑Not Applicable C402.4.8 Recessed luminaires in thermal ❑Complies [F[26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable C406 Efficient HVAC performance, efficient ❑Complies [FI34]1 lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 8 of 9 Documents\ComCheck\Building C Initial Com Check.cck Project Title: Ficco Office Warehouse - Building C Report date: 11/21/16 Data filename: W:\Design Department Project File\2015\15-922 Ficco Office Warehouse\Construction Page 9 of 9 Documents\ComCheck\Building C Initial Com Check.cck Warehouse Building 4840 Van Gordon Comment Reply 1- Third party approval for the Backflow preventer. a. Please see revised plumbing drawing Sheet **** 2- Retaining wall on the east side wall with the grade drop off sheet L 1.0? a. Please see attached letter from the Soils Engineer V 3- We will need third party approval for footings and foundations. a. See general notes sections 4, 5, and 6 on Sheet S1.0 b. See special inspection tables on Sheet S1.1 4- We will need third party inspection for structural steel. a. See special inspection tables on Sheet S1.1 \/ 5- All Rebar for the Bond Beam and concrete work will also need to be inspected by the Building Department prior to pour. a. See general notes sections 5, 6, and 7 on Sheet S1.0 b. See special inspection tables on Sheet S1.1 6- Please show expansion tanks for the hot water heaters. a. Please see revised mechanical drawing Sheet *** V 7- Please have the Mechanical Compliance Certificate signed and dated. a. Please see revised ComCheck 8- 6" address numbers will be required on the structure visible from the street. a. Please see revised sheet A4.1 -0n I bi 5' I ! -r ' _ �clulch✓�f q�ir// 9- Review is limited to the contents of the plans Amitted and any errors or2missions contained herein shall not be construed as permission to allow any condition to exist in ��rz violation of the codes of the City of Wheat Ridge. a. Acknowledged 10- Prior to Co or final, the GC shall provide as built in PDF. a. Acknowledged S Xj 11- Signs on building are permitted separately a. Acknowledged. At this point no external signs are planned. Tenants may use the area % in the storefront for a modestly sized sign. V 12- Sheets resubmitted are your responsibility to reinsert into plans. Please leave the old ones removed that you take out in the office. a. Acknowledged 13- Please address comments under each numbered one along with where I can find on sheets. a. Acknowledged. January 30, 2017 Re: Ficco Office Warehouse 4840 Van Gordon St. Wheat Ridge, CO 80033 City Comments and Responses: 1- Third party approval for the Backflow preventer. Respn: rise: Comply. Please see revised sheet P2.1. 2- Please show expansion tanks for the hot water heaters. Respi:;nse: Comply. Please see revised sheets PO.2, (:11.1A and P2.1. 3- Please have the Mechanical Compliance Certificate signed and dated. Resplicnse: Comply. Please see revised sheet M0.1. Regards, Bruce Pachik.ara, P.E. For 3 Consulting Engineers, LLC. �p LICE -",A oQQ;.•QpCN • •c omo REMEmm 17032 W. 64,t" Circle, Arvada, CO 80007 p720-810-5714 Page 1 January 30, 2017 Re: Ficco Office Warehouse 4840 Van Gordon St. Wheat Ridge, CO 80033 City Comments and Responses: 1- Third party approval for the: Backflow preventer. Respicrrrse: Comply. Please see revised sheet P2.1. 2- Please show expansion tanks for the hot water heaters. ResFuatpse: Comply. Please sc,r revised sheets P0.2, r=^:1.1A acid P2.1. 3- Please have the Mechanical Compliance Certificate signed and dated. Respli::nse: Comply. Please see revised sheet M0.1. Regards, Bruce Pachikara, P.E. For 3 Consulting Engineers, LLC. ®ITT PTTM® gmnrwxxMEM 17032 W. 64th Circle, Arvada, CO 80007 p720-810-5714 Page 1. February 3, 2017 Clear Creek Valley, LLC 3650 Vance Street Wheat Ridge CO 80033 Atte: Mr. Lou Ficco Re: Detention Pond Ficco Warehouses 4840 Van Gordon Street Wheat Ridge CO Mr. Ficco: TRIAX E N G I N E E R I N G Project No: D15G135.B-.Addendum-03 Pursuant to your request, Triax Engineering ("Triax") is pleased to present this letter in regards to the proximity of proposed structure to the detention pond at above mentioned project site. We reviewed the geotechnical engineering report prepared by Terradyne (Project No: C131027 dated July 24, 2013). Addendum #2 dated January 30, 2017 was issued in reference to the pond. However, at that time it was our assumption that the clay liner was designed to cover the entire pond and the pond was designed as a retention pond. Addendum #3, incorporates the design change due to partial cover of the clay liner. Based on our conversation with Mr. Lou Ficco, we understand the following. • The 100 year storm elevation is 2 -ft below FFE • The slope of the detention pond is 4:1(H:V) • At the 100 year Storm elevation, the detention pond is approximately 9.8 ft from the building foundation • An engineered clay liner is used to line the detention pond up to an elevation of 5469'. A portion of the detention pond at the bottom of the pond will not have a clay liner to allow the water to percolate. o FFE = 5476.8' o Bottom of the pond = 5469' o Horizontal distance between the building foundation and the point at which the clay liner coverage stops on the slope is 50' The 4:1 (H: V) slope of the detention pond wall is adequate and will not affect the stability of the foundation. The clay liner used, to the extent of its coverage, should act as an effective hydraulic barrier minimizing the seepage of water throughout the life of the structure. Provided the distance from the foundation to the retention pond, slope and the presence of clay liner performing as intended, we do not anticipate the structure will be affected by the presence of the retention pond. Non plastic/ high permeability soils shall not be used as a structural backfill as granular soils may facilitate migration of water to the relatively less permeable expansive clay layers beneath. Structural fill used at the site should have a Liquid Limit less than 30 and a Plasticity Index between 5 and 15. Triax Engineering should be retained to evaluate the suitability of the fill material and test / monitor the fill placement. We appreciate and wish to thank you for the opportunity to be of service to you. Please let us know if you have any questions. xzz, ti I Respectfully Subrn.,� tcQe• • • ' ' • • . , Triax Enginee g,�t,; G�'- RAV 1NOP'?SF Digitally signed by Vinod • Ra*415A21 ' Rea@2M3Vqtpeautlolef this document 46 _oration: (V Dat..: 2017-02,-g31;��:�. ARavindran, - . . President �o;" Distribution: Above, Via Email 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat 12i"dye DATE: 14 May 2004 TO: Accounting Department FROM: Director of Planning & Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: A-1 Pattem/4840 Van Gordon Street The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Steve Aberle Address: 4840 Van Gordon Street Wheat Ridge, CO 80033 Amount to be refunded: $8,745.00 ilk Ak Alan White Director of Planning and Development 12/23l2002 15:44 3034679384 TURN KEY GC PAGE 01/02 TURN KEY GENERAL CONTRACTORS, INC. 4894 VAN GORDON ST., UNIT 305 WHEAT RIDGE, CO 80033 FAX COVER LETTER DATE: December 23, 2002 ~ ✓ ) ~(i~/ PAGES INCLUDING COVER: 2 FROM.• Loren Perlan PHONE # (303) 467-9667 FAX (303) 467-9384 TRANSMITTED TO: COMPANY: City of Wheat Ridge/Building Department FAX 303-235-2857 ATTENTION: Darin Morgan Darin, Following is the letter referenced in my telephone call. Thank you for your kind assistance. LP: mc a3H1d3M 3H1 WOlii abm SIH113310lid a3nssi si AONddnooo ziO 31VOlJlla33 IIlNfl a3111W83d lON AONddf1oo0 . 6uideospue~ g 6ui~asd luawiiedap an_~ a6euisj4 g M'O'a aweaj ~ uogeMuaA g 6uile9H J = 7/ W7 6wqwnld leoulOal3 ~ew j punoi6iapun leo!iloal3 uoi~e~a6i~~aa 6ui;ooy y 6wl1eN Ilenntid ~ uopelnsul t S" 6wweij uopeliluaA g 6uile9H y6noa -077 F ~ 6wdid seD isal Jiy 6uiqwnid 46noa Isau10913 46noa 43NJIS N338 SVH 3A08b TlNnd0wj~n(7~d lOnJ OQ ' -T~ (MioM punaEq)) 6upe9H (~joM punoa~) 6wqwnld C~(~~oM punoaJ) Isouloal3 :joolj qelS alaaouoo 03NeJls N338 St/H 3A08tJ -1IlNn313aON0o OnJ aflOd 6ui{ooidaayleeM olyl!louoW i0 6uioi0juiaa suossieo s6uiloo-l suoilepuno=l ~vi,»aarv~ I =]1VQ I N01103dSNI 80f SIHl Ol JNINIVla3d S33VdS TlV NCJIS 1Sf1W Fi0133dSNI 1S3M 1Stl3 H1flOS HJWON S3NIl Alli3dOFid WOlij SN3V813S - ~ ~-•,SL .J YIAf~.L~? j 801OH8lNOD J- H3NM0 A0NVd(I0:0O 3dAl ` - I 43f1SSl 31V4 ^ , i, ON IW83d ONIOII(18 u'~ SS3NOOV90f l . abIO33H N01133dSNI EE65-b£Z (£0£) 3f1N3Ad 416Z 1S3M 005L 0aea0ioo`3Jala lV3HM SN01133dSNl ti0=i 438IflO3b 30IlON Saf10H VZ 311S JNCQ11f18 3Hl NO a31SOd SI OaV3 SIHl SS3lNf1 30VW 38 lON IIIM SN01133dSNl APPLICATION FOR CERTIFICATE OF O City of Wheat Ridge - Building Division CUPANCY Date //-ig-61 Pertnit Number /q¢5gf 7 Address 496o UAn> 6c,a~o,J SuitelBldg# N/A ❑ NEW RESIDENTIAL Single Family Two Family (duplex) ❑ NEW MULTI-FAMILY # of units Fire Sorinkled YES I NO Fire Alarm YES I NO ffiI NEW COMMERCIAL SQ FT a-8, (complete infamation below) Business Name A-l )ATr=riN CQ Telephone (303) ~ J~-BC:d(.: Business Type E6Qr~fa ;z UseofSpace Comir,c2C/AL i=.ac~aicear~~~✓ ~ ~-i r ~ i't~s~,~.,~c ~c, - - ~ Previous Business Type N/A Previous Use of Space N/,a THIS USE WOULD BE DESCRIBED AS: IR Newly Constructed Building ❑ Additional Occupant ❑ Change of Occupant ❑ Existing Building ❑ Change of Use Please answer fhe kllowina: 1. Fire Sprinkled NO NO 2. Fire Alarm INO 3. Operetions will produce dusUwood shavings or similar materials 4. Operations will involve the repair or replacement of automobile parts YES ~ If YES: Describe the canponents repaired or replaced. N& Daes the operation invoNe the use of open flame or welding? ES NO 5. Is the business a drinking, dining or assembly use that will have an occupancy ot more than 50 persons and/or serves alcohol? YES NO 6. Which of the following best describes your opeiation? Office Only Retail Sales Warehouse Restaurant/Take Out Food MedicaVDental Manufadunng/DisUibution(descnbeprocessanAendproduct)~~4RRic~T~~n.~ rF Cr~S~ Olher NTIE: °No building a structure shall 6e USED a OCCUPIED, and no change in the exating octupenty tlessification o/ e buiWing a struRure a pwtion thereof shall be made until the Codes Administrata has issued a ceAiFicate of acupanty fherefae as provided herein." "ISSUance of a ceRificate W xcupancy shall not be tonstNed es an epproval o( a violafion of the provisions o/ fhis code a ol other ordinances of fhe junsdicfion.' Sectlon 109, UnfPorm Buildinp Code 1997 Editlon NO TEMPORARY CERTIFICATE OF OCCUPANCY WILL BE ISSUED A separate application is required for each tenant fnish space andlor building. I HEAR9Y CERTIFY THAT I HAVE READ AND UNDERSTAND THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNIN THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OR NOT. ISSUANCEW C~FI~F 0 P SHALL NOT BE CONSTRUED AS AN APPROVAL OF ANY VIOLATIONS OP THE P F TH ODE F ORDINANCES OR REQUI ENTS F THE JURIScp)ICTION. SignatureofApplicanT Date: ~ J G1~ ConlactName:(print~/if/L 46ck- Phone:_&~-g o2U,7 Eo!~- I,vK, Cily of Wheat Ridge, 7500 W. 29m Ave. Wheat Ridge, CO 80215 (303) 235-2855 Web Site: www.ci.wheatridae.co.us Date:10d A Certificate of Occupancy or Completion has been requested for: ADDRESS: ~IA~0,. 6)re7/c)1 PURPOSE OF Building Department Remarks: Zoning Approval: Remarks: Public Works Approval: Ck- 04k~ Remarks: Fire Marshail Approval: (!f Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (if Applicable) Remarks: iA y ~ 7 O i 'j,}7 f~p y Q Up r C.mi n N A ~ aW -p ~ 4 ; s a m a ♦ ♦ C fD NQ Z - ~G , jO y C, ~ ~ v 0 f~D 0 ~ ~ Q d 0 w ~ I1w 61 ~ ;`~~i ~ N ~ * ~ ~ ~ < CL 0 O (A 4 O N 7 ~ = W mcn R1 0 - u, u, N G m , y ~ + CD c) ~ o N y ~ m ~ o = o ' 0 3 11 cn v y\ ~ m 3 , y 0 -O"~'• ~ N N ~ y 0 3 < O. WASELINE qinecrmg corporaeion January 6, 2003 Mr. Dazin Morgan J Codes Administrator ~ City of Wheat Ridge 7500 W. 29`h Avenue Q~ Wheat Ridge, CO 80215 ~ ~ ~ Z '1~~ ~ ~ RE: A1 Pattern; 4S*V=,Gard0° Stree$ Phase I Drainage and Detention Certification r L~C v~ct:Je:4\:3 . .1,~~ Mr. Morgan: The following fmdings aze based on visual field examination from Monday, January 6, 2003. The Phase I building has been constructed and Phase I paving and drainage features aze in place. In June of this yeaz, our office issued Addendas 1 and 2 to the construction drawings and a letter stating how M construction of this project could be phased (please refer to letter dated Jun 5, 2002.) Phase I of the \\site can now be considered certifiable although as-built drawings have not been prepazed ~ ~ONS The major drainage Jeatures on site wiU funetion as intended UNDER THIS PHASE TRUCTION. The detention pond is in place, sized for full buildout, and it appeazs to be in conformance with the plan. Straw is spread evenly on the pond berm and the outlet structure appeazs constructed to plan. SM sanepits will be required in thefuture to confrm the 12" clay layer is ~ present atthe detentiort pond. Until pavement is in place on Phase II, some of the site will not have positive drainage except in a major storm event. This can be considered acceptable, some areas may pond and infiltrate but this will help aid water quality. Runoff that leaves the site will exit at historic rates or less through the pond, although most of it will infiltrate the soil well short of the detention t pond. The rip-rap rundown is now "grouted" for I S' downstream of the outlet of the Van Gordon Curb inlet. Organic fiber blankets have been placed in the swale downstream of the rip-rap to limit erosion while permanent vegetation gets re-established this summer. Flow still follows the historic pattern and might enter the Steel property to the south. No new amounts of flow enter this swale due on- begins, onstruction eliminated. BUILT DsRiteAWINGSconstructWILion. UPON FULL BUILDOUT10F THE SITE, AS BEPREQUhase Conclusion: This certification covers only Phase I construction. The major drainage features will funct~noff intended on the construction documents tJNDER PHASE I. As the site is graded today, any originating on site will pass through the detention pond or infiltrate into the soil before reaching the pond. By visualMination, the work done appeazs be in substantial compliance with the approved pe'yg,P50N'q'; Sincer c~;z 0 32~ z: . ~s John ain, P.E. Director Sj~','~ 11445 West I-70 Frontage Road North Wheat Ridge, Colorado 80033 reL: 303.940.9966 enx: 303.940.9959 baselineengineering.com S I TE PLAN A-1 PATTERN COMPANY A PLOTS OF THE SOU HEAS'T QUARTER OF THE SOUTHEAST QUARTER SECTION 17 /i " ~ yi / i ~ TOWNSHIP 3 S, RANGIC 69 W ±4.-,'1 ACRES A DETAIL BIKE RACK SCALE: 1r4` • 1'-0'----,-- 4(D6 . ~CUAB B POWOERHORN PARK MINOR SUBDIVISION TYP'L SECTION AW11F BA9pEN MYE BLUE IWAf XIWA LOT I LOT 2 LOT 3 APPLY WATERPROOFING - _ ANTIF SY,'lBOY TO ExIERIOR WALLS RETAINING EARTH THIS AOTF LETTERS COMER OF BUILDING .;p RETAIN HANDICA oo r nro HALL--------- _ - PARKING HW~T r- ®w p V IN/ R 2ON'F E' FENCE E Air 1 I BRICK POSTS AT 24' O.C. SEE DETAIL -t- D/A- ,ADD AT APR I BLE' 1 ACCESSIBLE' YAN VAN _ I f p ACCIMIS" SPACES P41NTID fSTEEL . APOST, - xt' Ii. O1 MIl7YWl1 Flap tatty t•~11 S16AS SHALL BE 'ADA* COMPLIANT o , o~ AAN.MT 5I6N R4' f.0 MCA FROM FACE OF cm z y a itA S1tYEAA c rR~ DETAIL H.C. SIGN" JI SCALE: I 1/a' - 1'-0' j Araw I~ a 0 W~I CONTRACTION- NOTE: ARE TO BE PLACED JOINT MONOLITHIC WITH CURB & CUTTER A )4pEa yep i H 1/2" s' \ 4-- SfF`~~~. TAPER BOND BREAKER -HERE IF DRIVEWAY SECTION A-A ABUTS CONCRETE VERTICAL CURB W/_DRIVECUT to scuF CURBCUTS AT OVEAHEAO DOORS SIMILAR RUUD LIGHTING I BUILDING CODE DATA: OCCUPANCY GPIXID F1 IWOODSHOP ROOM tZ 321 SF) F2 (Fa.MAY, METALS" t OFFICES) t26.479 SF) CONSTRICTION TYPE II-N SPRINKLEREO YES - EXCEPT FOUNDRY AREA GROSS FLOOR AREA 28, NO S, F. BASIC ALLOWABLE AREAS 12,000 S.F. IF-1) 18, D00 S.F. E-21 ALLOWABLE AREA INCREASES USC SEC. 505,1.3 SEPARATION ON 3 SIDES NUN. WIDTH • 80' 2.5X . ISO - 2O • iwx USE 300 X WAX, IIEEEAff THEREFORE: F-1 - 24,000 SF MAX. AREA F-2 ^ 35,000 SF NAX. AMA MAX. TOTAL BUILDING AREA 2 321 26,479 > • 24.000 36.000 .0187 F .7365 • .8331 c 1 OCCUPANCY SEPARATION 1 MR BCE TO F2) UBC TABLE 3-B OCCUPANCY 14S PER CODE 12 PER OWNER'S REOIIFENENTS LOT 4 A a11' 6. - f I v A 9. I'g(p T.D. 3010. tlA 1 PRO >p~n 7f , % etc YpS Syfs~ a /I F7.~ t 10 ~ e W . >r s0. i % N e MNL6 ~4„D Tan:" A~IQ~. ~ f A~ 11 ,Ma6t , LAPED\, ' Inv % i BUILDING 2BfJYG S f F57IIWrlNI q~r A R' e4 a 1,OtNc nr, R ms 14 w,a F,auk w N FUTUe HusE i~) LOT 2 ni-n n , A 26 GOO S.F. I WDJ - FFE•R.W . _ _ JiII x`•340 0' -DE8 Z 'IITOETBACK M i 7k"L ~b7f~' wn7)_cn~ A g Ullb,~, H 3 77 41 - 1 I %a I~FF" - m ~w M NA "-0 " EDT ! A n S B~ LOT 2 a._ • » lh1 " aFae. B f UT ARE H.0. D wmuD SENY CE B E °s G 1ADES 11~ GEPxDU~}~d~~'I m _ _ T i H 4 F J cc 1 1CE IR S" y a.n,dN ~ V i 5 Fm1E~M~ 5~ :st z a moue Rll!-0 \ UlFWga ~ ~ H PROPOSED EDGE OF DRIVEWY PHASE I -1 O',y - --i~ O 7 i INX!_y -t • d91b.Ewo9 i75' sm'~ md. N 10. , m s~O sak w 9 I Y ACCESS 7 m a ti 9fO 'P l+n~ i 2 ~ 4 grM 117 _j eun.w PRIED a - / uE.6E 1, Wr a F. • DETENTION FOND BUILDING of WFILfi-' LOT 3 PROPOSED AREA LWef S.F. FUTURE RN 1'• NN.) LEASE u -DOf-,. ~f 127'-4' BUILDING 127'3• L, 12. F. FUTURE PHASE 50 EHGTS 163UO .05, F. 0 ~vI = -~i~ G.F. NAP LOT 6 COLORADO STEEL NOTE: 1 15 BILE PLAN ]S FOR REFERENCE INBS G1 SEE CIVIL I FOR CONSTRUCTION DATA , S _I _i E P L A N 0 20' 4 00' 12D' NORTH S C k E- t~40 SITE LIGHTING FIXTURE SCHEDULE_ LABEL OTY CATALOG M & WATTAGE DESCRIPTION LUMENS MF O 1 9 ACW625-M (250 PSI ;16" AREA CUTOFF / W/BACK LT. SHIELD 23600 .8 NOTES: 1. MOUNTING HEIGHT: 22' A.F.F- 2. HORIZONTAL SPACING: 40' O.C. SCI6TG.W . •_--_..~.w. e. CALL 9.900.822=$667 UTOLOTY NO70FICAT001 CONFANY OF COLORADO pRIJORTO MOM GRAW 8 an IEXCAVATONG RE-CAST_ 2"x4" STRUCT, TUBE POST CAP TOP & BDT RAIL, PAINT ~ ORNAMENT ~ 2'-0' SO. BRICK POST a ~ INISHEO F LL ON A 4 c q ~ Y OW - - SIDES , STEEL PLATE, SCREW TO can. BEARING AN61.E8-Y 1'ANX3l18' 24 -1/2"x1l2" BAR Wi PICKETS PAINT T EDGE 5116' S0. 6AA CON A1 RS AMBLE IELOFD TO ANGLE- A 12 O.C. L,J , L - INSTALL 2"x2" L T CENTER SUPPORT f COL. @ MID SPAN BEAR EAR ON 12" OIA.I pq' MAX,_CNTA. TO CNTR B ON PIER NEW mnG. THOUGH POURED _ 36" DEEP - WITH NEW SIOEWALB TYPICAL ELEVATION OF FENCE DETAIL -TRENCH 6 COVER _ ' , ' ~f1 SCALE: 1/4" • 1'-0" SLUE 3N • 1 -0 INDEX O F DRAWINGS SHEET _ SHEET NUMBER TITLE A-1 SITE FLAN / COVER SHEET L-1 ! LANDSCAPE PLAN C-1 CIVIL SITE PLAN C-2 GRACING PLAN C-3 EROSION CONTROL PLAN C-4 UTILITY PLAN C-5 VAN GORDON PUBLIC IMPROVEMENT PLAN C-10 DRAINAGE PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 ROOF FLAN S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN, ROOF DETAILS S-3 FOUNDATION DETAILS, GENERAL NOTES EXTERIOR BUILDING COLORS 1. FIELD PAINT, ICI, SATIN EXTERIOR, ACRYLIC LATEX, COLOR: BEACHCOMBER, 20YY 58/082 2. ACCENT PAINT, ICS, SATIN EXTERIOR, ACRYLIC LATEX, COLOR: PRIVET HEDGE, 506Y 24/110 3. ALUMINUM DOOR & WINDOW FRAMES, NATURAL ALUMINUM. 4. HOLLOW METAL & OVERHEAD DOORS, ICI, SATIN EXTERIOR, ACRYLIC LATEX COLOR: BEACHCOMBER, 20YY 58/082 ALTERNATE: APPLY MASONRY STAIN TO THE CONCRETE WALLS IN COLORS THAT CLOSELY MATCH THE PAINT COLORS CALLED FOR ABOVE. % OF GROSS ITEM SQUARE FOOTAGE $LTE Gross Site Area 206038 100 " W0. 14,ig Footprint 84, 900 41.21X . PaH npANaos MOI i.1wing 88,005 42.71% PLANIEO interior parking islmtlel RAROSCAPE TOTAL lei, 523 63.93% a Planted na. IiWlWtrq pirated 33, 133 16.08% interior parting islandA) • EAisting agitation 0 Ox LANDSCAPE TOTAL 33, 133 16,08X ITEM DESCRIPTION total Building Area 84, 900 aq.ft , tOTAL Stories f parking RWireo 183 $Pact$ TOTAL (SEE CALCULATIONS BELOW 178 standard Spates 4 handicap spaces 121) • RmUled 188 808C96 TOTAL 183 9tandarI :pa ces 5 Nand1C8P spa ces NOSE 1 (LOT 4)1 &000 A.F. OFFICE A / PAU13M F.F. nMY- A 1!ACEW0 I F 60 • 10 9 NEP h SPAM , N FNUE MAN A 0W S.F. OFFICE A 1 SFA /300 O.F. • 10 SPACES UT AM F R N NIUE RAW SLOT K A OW S.F. OFFICE A 11PACE/300 S.F. .10 SPACES A. 24 3. OW S .F. OFFICE " I SPACE/Sid S.F. B F WAIB@ I BP CEISW A F • 10 SPACES H A I TOTAL Ybiu SPACES • SPACES • L 31 IB01WD PAWING DOTAL Pf66T1 • 003 tiH NOO 000 ONN vvCU SITE PL PL AN AN WW° SCALE I' ' 10' fEfi AN4 N N EN5 NORTH 0 10 40 80 1 a0 ¢ cc cc `0 mm 8A. t'J [7 D Z D jog) - ZO M ® Q 19 ZwLL Mo Otn 0~4AU U Q ; (u 4 EL Le-oO G o mCc Qc~~Q L Z UO" Q a) Iq M 1 CO F N 0 Q Um000 Fm0 w U Z 0 cc 0 W 0 z W W" Qo w f- U 0 Oo~ 2 W _j cc Qau1 a m C1 YJ H SL 0 jmWo > > Q 0 x~DO N N .J J ~ J ~l ~ ~ J 0 i Q ~ 0 J a J 0 ~ Q Q Q Q 0 ~ U1 A W N ~ 0 C0 OD V ~ CT A W N i 0 S 2 2 2 S 2 2 2 S 2 2 2 2 2 o O - o - 0 - o - O - o - o - O - o - 0 - 0 - 0 - 0 - - 0 0 0 O O O O ~ G) O O ~ 2 2 ~ 2 2 2 f G~ ~ ~2 N N ~ ~2 m m m m m m m m m m m $ (OA N ~ m V e tD (D N N N N N N fD tD N N N fD N ~ N N N N N N N N N N O1 N W W W .A W W W W A W W W W W W W O O O O O i' 6 ' 6 6 6 ' 6 O O O O O O N X X X X X X X X X X X )t X X X X nj V -I -1 ~ M 0) 0) M M M -1 M J -1 CD V W O O O OU OD OD O0 OD OD Oo O OD O O 6 O X x O O C / ~ 9 ~n. / ~ 0 0 0 0 N fD (D rF N N I? N T N n N V/ V Q Q d N (D fD tD fD fD (D Q N a ~ O o o N N N N N N o ~ .N., 3N n' o ~ N { 01 p p N ~ N N ~ N N N 2 = 2 = tp <p 2 K m K -u 'U ~ -0 ~ ~ "O r r r M M M y m y m y r y ~ s a r = O n O n O n N N < N n G 01 ('I G Ol N N Ol O n y 01 3 3 fA N O o d V~1 4~1 N (p 0 y ~ O. ~ N (/1 K 41 (MD N M y N m ~ N m C > C > y (D ~ rt CD Z Z Z Z Z Z Z Z Z Z Z Z u O O O O O O O O y O O O y N y O ~ ~ T Z L L ~ ~ ~ ~l L N V~ j ~l L ~f L ~J G. ~ 01 ~ ' ~l L ~ 0 0 0 0 0 ~ o cD=r Q o 0 Q m = 0 = m = 0 = 0 m 3 O 7 0 = 7 3 Q ~ ~ ~ ~ ~ ~ ~ M CD ty l CD CD CD (D M 7 m 1 ~ 0 O ~ n =r N d C (D rw City of Wheat Ridge Planning and Development Department Landscaqe Escrow Agreement This agreement made this~`I' day of January 2003 by and between the City of Wheat Rldge and ( ~2?11~. (contractoddeve In the event that landscaping required by Wheat Ridge Code of Laws, Section 26-502 and/or as shown on an approved landscape plan is not installed by April 1, 2003, the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, the City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. The only precondition to the City's right to withdraw the escrow funds for this purpose shall be a letter from the Planning and Development Director, stating that the landscape improvements have not been completed or provided and that the compliance date of April 1, 2003 has expired. Approved and Agreed: Contractor/Developer/Owner , vl),n n-g-;~~ Business Address ~ r c'~~ a )ccoa ('~7 Date Title Cit of Wh at Rid e Colorado Rv &&, TiUe: 6W1yYll~m(n l~l`~~NI ~//IYCCIv~ Date:~~ Escrow in the amount of Eight Thousand Seven HundrBd Forty Five DOLLARS ($8,745.00) is being held until all landscaping improvements are completed at, o v KD z z. ~ m v l~ ~ rd S~. y O Dam > D~ o m = m(nmo ~ J ~ Z m I? m o ~mC=N ~ - 1 N m O ZN9 cj\ l I 3 m ° D l n m ~~m ~ Dm~ z G) D Z T ~ T rt, .J N m p O~m ~ r9 n 3 O c z ~ i ~ 2 Z m W ` c ~ l~+ V ~ W ~ r a ~ A D ~ m ~ I ~ ~ 0 m ~ w ~ o m A • b d w Z A < m A n O 0 = a ~O 2 ~ v > O Q C! ~ a f~ r n A~ F7` O D r" m C--~l ~ r-s 05~) r- rT-( ~ ~ . ~ ~ pZD~ m<D0 pn_m n - L. 1 37~~ m ~ omm ~ N 9 9 m ~m - D CmO ~ t ii Zm D3 ~ N 'o' OC~ m I n ~ ~ 1 N. 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M. a 3 O c z ~ ~ 2 O Z m :13 m m N I U) ~ 0 m J S O ° m o ~ a ~ n ~ Z ~ n a m .A No A 0 = O D ~ m C I D Z D ~ m<mn 0 > Dm C~ D ~O Om=D 9mmo ~ 0 m ~ l O m m~ ~ C~ C i~ t N D c o Z m U> m C r N w r ~ . O y (p CK 7DC t° ~ -jam 1 T G Om p ' O Z m ° Z n m ~ D m a p i a c ~ ~ O LO , M ~ m p rn X S N '~n ~ m ~l ~ ~ g Z ~ O ~ 2 O Z m D ~ 0 ~ m cn N Z D ~ m O -Di m 0 m J = 0 w > < z ~ °y ~7. w Z D n a m `m ~ p r n o A ~ ,S ~ '►Q~ _ , " _ w _ . ~ ' ~ . Z ~ ~ . . • ~ _ M . . . . , • . 'vs ~ ~ ~ ~ ~ • ~ ~ ~ ~ c ..4 4 • ` , r ' r= ' - I ; , .,t;~ _ ~ - .s+.an.~^-.--a , . • • i ~ G' lI• 4p:j • ~ • • 1 f • v l~ • ~ Y + I ~ a ~ F_- _ r~ I . i ~ • , ~ ~ ~ . I ~ ~ • ~ ,t f ~ ~ ` ~ ~ • l~ / £ ~ • ~ ~ ~ ~ ~J b ~r' • . , : I ~ , t . ~ ~ ~ . ~ _ • . ~ t ~ • • ~ P Z.e ' IS' ~ • 1 ~ R tt • ~ ~ " _ , . • _ - i _ i, ♦ ! ~ . r .~t• • ' . to ~ Ps1) ~ / ~ . . • ~ . % ~ • ~ ~ x~~' ~ ;i► Z , , ~ III , ; ~ , ~T , ~ , k I~ ~ o; ~ 12/27/02 FRI 10:52 FAR 303 202 9884 A ONE PAITERN a 001 _ IINI ~ aUlll ~ ~ 'b . III~~ ' v F~- c.-n, , " , m < m ^ ° ~ sip t6 a 0 1 m ~ ~ mc Z 41 9 N 3 m§~F Ln ' ^I I V m m ~ m m v O r Z w y ' ~ ~ C/I -~CS:: -t- _ ~ r ~ C); U ~ Co~- ~ II G D m m m ~ ~ .U i ~ D m ~V I ~ ` 0 m ~ < A • b ~ ~ Z A ~ ~ O N N t ~ ~ + ~ 'IN s A e ~ e Q L) ~ i n S' 7"r~U~S ,/oe Broncucia ~ snnn nNn canveL 120 E. 70TI I AV P . • DBNVCR,C080221 (301) 429-2384 OATE NAME ADDRESS /-S- oy . A Noncei ouR uM[Vtn~ ..Iu - MATERIAL WHERE OUR CUSTOMER OES~aNA~ES, BU7 COM- pANV A89UMES NO FiESPON9IBILITY FOR DAMAGES INSIOE OF CURB OR PROPERTV LINE. Cusiomers Signawre ! QNFiS tiI~f1JN021H : WOb~ I UE* Td Wd~O:ZS ~90Z 20 'u2r 48EZ 6Z4 202 :'ON 3NOHd 00 ~3~db`~*P Joe Broncucia anno nNU cunvI?I. 1201i.7c7ru AvN. • DHNVBR, CO80221 (307) 429-2384 Q` i-3 DA7E ' NAME AODRESS PHONE _ DESCRIPTION AMOUNT s' . A ~Ne C aAJ ' ~ NO71CE1 OUH DRIVER9 WILL MnKE EVERY EFFORT TO PLacE MATERIAL WHERE OUH CU9TOMER OESIGNATES, BUT COM- PANY ASSUMES NO PESPONSIBILITY FON OAMAGE3 I14S10E OF CURB OA PROPERTY LINE. Gwwmer'o $igneture Zd WdEO:ZT E00Z 20 'upf VBEZ 6z7 202 :'ON 3NOHd OJ ~3l1d21~J*P~E*QNt1S HIJf1JN088 : WOJA ~ A-1 Pattern Company, Inc. 1365 Harlan Street Lakewood, Co 80214 Ph; 303-237-8626 Fax;303-202-9884 U~ December 2, 2002 To: City of WheatRidge Darin Morgan-Building Dept Darin; Break room sink and foundry hose bib are not being installed at this time, but will however be a part of future equipment. A-1 Pattem Company will apply for a new permit at the time this equipment becomes essential to the business. Thank you for your time, please call if you have any questions. Sincerely, Steven C. Aberle President 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax:303/235-2857 The City of Wheat Rldge 6 December 2002 Steve Aberle A-1 Pattem 4860 Van Gordon Avenue Wheat Ridge, Colorado 80033 RE: Landscaping Escrow/Check No. 15198 Dear Mr. Aberle, A check in the amount of $730.00 was delivered to the City for landscape escrow to be held until completion of the landscaping at 4860 Van Gordon Avenue. After a site inspection, it has been determined that the partially installed landscaping is not representative of the approved plans. The areas of river rock located in the front yazd setback faz exceed the allowable maximum twenty percent allowed by the Wheat Ridge Code of Laws. Therefore, I am retuming check number 15198 to you. The installed landscaping and subsequent landscaping need to be installed in accordance to the approved set of plans. You will need to submit a check in the amount of 125% of the cost for the landscaping to be installed. This should include all azeas that are to receive hydroseed, sod and any other ground cover that cannot be installed due to inclement weather conditions. You should also be aware that the parking lot must be paved and striped according to the approved plans prior to issuance of certificate of occupancy. Sincerely, D~ Travis R. Crane Planner m @ Y N I O aa ~ Q K d ~ w ~ d ~ ~ V ~ ~ ~ C W Q E m F ~ O C lyl N ~ ~p N o p E ` y m ~ o C E Z Q L) v c ~ p 0 a. O NI m a G N E m 8 ~n ' i S m U o d N ~ ~ o ~ E ~ @ m ~ d ~ . ~ rn n " W d a ~ ~ tp t E1 y 'N t~1 N a ; ~ N N D 1 u m a 1E° o. N 1 1 E N y C N f~ ti ` ' . m m C 9 ~ ` m m ' Ti ¢ C ~ N C c J ~ U ¢ C ~ h m U U ~ N N ~ G C C9 c 3 ,e o g F 0 i c 1 Z/ a6ed `WVSI: II Z0-9Z-AoN `•5911 5Z4 EOE I 0 N 0 uj X a p w w D ~ 8 X N ~ m ~ O fV ~ ~ O ~ ~ 9 a N 1 ~ ~ O 3 sy ~ L ~ 52 L} C ~m ~ N A ~ O G q 0 e ~ U ' a p a c r~ LD J 0 . 12- m 2 L ~ e a ~d a ~ a ~0 o `a ~ O n a n ~ m ~ E a y N O L 0 s ~ 0 t v ~ L $ b' o ~ LL g ~ l{f ~ L W A R ~ ~5~ ~ a 0 ~ w (7 ? F- H ~ a° n o n ~ m m L ~ U d ~ L a ~ o ~ ~ m 3 - g ~ N <rj T ~ 3 °c e 2 V 0 2 LL :uaaj6njl :Rg luag ATTERN COMPANY, INC. or: City of WheatRidqe i to be Paid - )2 Check Nwnber: 15198 15198 CheckDate: Dec 2, 2002 Check Amount: $730.00 Discount Taken Amount Paid 730.00 _ . _.~.._~e......_W.......__,~.,~~ . . ~ 3 _ . . . . . . ~ 15196 ~ A-1 PATTERN CdMPANY, INC. .~(303) 237-8626 WELLS FARGO BANK WEST,J"j 9$ 23-7-1020 O: Seven Hundred Thirty and 00/100 Dollars ~ d DATE AMOUNT e 8 L ~ iE Dec 2, 2002 *****$730.00 ~ R City of WheatRidge ~ ~ I M o w ~ ii'OL5i98ii■ 4L020000764221003012110 r Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 11/21/02 Job: 1103 FAX: 303.467.9384 RE: A-1 Pattern ~e{,n an Gordon Wheat Ridge CO 80033 TO: Wheat Rid e Buildin De artment 7500 W. 29 Ave. Wheat Ridge CO 80215 ATTENTION: Darin Morgan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date Description 1 10/25/02 Concrete test tilt-up panels S.O.G. _ THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ~ For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti 11/19/02 TUE 09:34 F.a.l' 303 202 9884 A ONE PATTERN GEO-teknica Engineering, Inc. Concrete Testtng form P.O. Box 266, Franktown, CO 80116 Ph: (307) 660-0300, Fax: (303) 66036l5 A-1 Pattem JobNo: 02-8012 1365 Harlan Street Lakewood. CO 80214 Verification of Concrete Compression TesHng performed by representatives of this office for a new commercial building located at: 4840 Van Gordon Street Lot 4 Nichols Gazdens Subdivision, Phase 1 _ Ciri of Wheat Ridge Jefferson County, Colorado The following tests have been performed by a representative of GEO-teknica Engineering for the above location: X Concrete Compressiun Strength Testing I/we hereby state that concrete testing was performed on August 15, 28, 29 and September 13, 2002. All field and laboratory observations were in compliance with ASTM standards and the design specifications for this project. See attached testing reports. Call our office if there are any qizestions and certainly call wheu we can be of further assistazice. GEO-teknica Engineering, Inc. Zooz Field Representatives: N. Fintel, S. Carr Paul E. [Ioskins, P.E. Reviewed and Approved by: 1.1i19i02 TliE 09:34 F`AS 303 202 9884 .4 OSE P.aTTERN GEO-teknica Engineering, Inc. Concrele Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph:(303)660•0300,Fax:(303)660-3615 Placement Date: 08-15-02 Job Number: 02-8012-4 (Test#1) Project: 4840 Van Gordon Street Placement Location: Slab on Grade Contractors Name: A-1 Pattern Number of Cyiinders: 4 Truck 255 Mix Design: MD104016 Concrete Specifications Design Strength: 4000 psi @ 28 days Slump (in): 2- 4 Field Observations Time Sampled: 06:15 Siump (in): 3'/. Air Temperature: 75°F Concrete Temperature: 81°F Arrival Time: 06:00 Placement Time: 06 15 Air Content 5 - 7 Air Content (°/a): 5.8% Water Added: 10 gal. com ressive zicren m i esnn ! Age Days Break Date Cylinder Diameter in Compressive Load Ibs Compressive Stren th si) 7 08/22/02 6.0 112150_ 3970 ~ 28 09112/02 6.0 141650 5190 28 09/12/02 6.0 132110 4670 Hold 6.0 ~ The 7 day strength, 3970 psi, is approximately 99% of the design strength. The average 28 day streng[h, 4950 psi, exceeds the design strength. Field Technician: N. Fintel Iji U03 nz~.N~&9S,YU41t2/U Reviewed by: Michael W Klausner, E.I.T. 1L191 02 LLL 09:35 k'd.l 303 202 9664 d U"IE 1'd11rK\ GEO-teknlca Engineering, /nc. Concrete Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 08-15-02 Job Number: 02-8012-4 (Test #2) Project: 4840 Van Gordon Street Placement Location: Slab on Grade Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. ~ Batched Time: - Truck 251 Arrival Time: 06:37 Mix Design: MD124016 i Placement Time. 06 38 Concrete Speciflcations ~ Design Strength: 4000 psi @ 28 days Slump (in): 2- 4 Air Content 5-7 Field Observations ~ Time Sampied: 06:37 Slump (in): 3% Air Content 5.2% ~ Air Tempereture: 76°F Concrete Temperature: 831F Water Added: 10 gal. Com ressive Stren th Testin A e Da s Break Date Cylinder Diameter in Compressive Load Ibs Compressive i Stren th si 7 08/22/02 6.0 109250 3870 + 28 09/12/02 6.0 138040 4880 29 09/12/02 6.0 141910 5020 j Hold - 6.0 i Progress Report The 7 day strength, 3870 psi, is approximately 97% of the design strength, The average 28 day strength, 4950 psi, exceeds the design strength. Field Technician: N. Fintel ~i UUa /!/Ie0 LA /-V~/IdMO.t ) RevFewed W. Klausner, E.I.T. 11/19/02 TUE 09:35 F.4ti 303 202 9884 A ONE PATTERN GEO-teknica Engineering, Inc. Concrete Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 6603615 Placement Date; 08-28-02 Jab Number: 02-8012-5 (Test#1) Project: 4840 Van Gordon Street Placement Location: Wall Panels Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. Truck 241 Mix Design: MD605150 (No Air) Concrete Specifications Design Strength: 4000 psi @ 28 days Slump (in): 3- 5 Field Observations Time Sampled; 06:05 Slump (in): 5.0 AirTemperature: 70°F ConcreteTempereture: 80°F Arrival Time: 05:55 Placement Time: 06:05 Air Content 0-3 Air Content 2.2°/a Water Added: 10 gal. Com ressive Stren th Testin A e Da s 7 Break Date 09l04/02 Cylinder Diameter in 6.0 Compressive Load Ibs 101100 Campressive ~I Stren th si ~ 3580 28 09/25/02 _ 6.0 139970 4950 28 09/25/02 6.0 140540 4970 Hold 6,0 Progress Report The 7 day strength, 3580 psi, is approximately 90% of the design strength. The average 28 day strength, 4960 psi, exceeds the design strength Field Technician: N. Fintel ZOOu _L~_L~`-LLB{~~~1 T],1'drtLCAU Reviewed by: Michael W. Klausner. E.I.T. 11/19/02 TOE 09:36 F.4S 303 202 9884 d OVE PATTER!v GEO-leknica Engineering, /nc. Concrete Cylinder Test Data PA Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 08-28-02 Job Number: 02-8012-5 (Test #2) Project: 4840 Van Gordon Street Placement Location: Wall Panels Contrectors Name: A-1 Pattern Number of Cylinders: 4 Truck 248 Mix Design: MD605150 (No Air) Concrete Speeifications Design Strength: 4000 psi @ 28 days Slump (in): 3- 5 Field Observations Time Sampled: 07:30 Slump (in): 4'/< Air Temperature 721F Concrete Temperature: 81°F Batched Time: - Arrival Time: 07:13 Placement Time' 07.30 Air Content (°/a): 0 - 3 Air Content 1.8% Water Added: 10 gal. f:mmnraecivo R4rannfh Tna4inn A e Da s Break Date Cylinder Diameter in Compressive Load Ibs Compressive " Stren th si) 7 09/04/02 6.0 98520 3490 28 09/25102 6.0 141230 5000 28 09/25I02 6.0 136760 4840 Hold 6.0 „y.-., ...r., The 7 day strength, 3940 psi, is approximately 99% of the design strength. The average 28 day strength, 4920 psi, exceeds the design strength. Field Technician: N. Fintel Zoo6 Reviewed by Michael W. Klausner E.I.T. 11/19/02 "fUE 09:36 Fd% 303 202 9884 A ONE YA'P'1'ER\ GEO-teknica Engineering, Inc. Concrete Cylinder Tes! Data P.O. Box 266, Frenktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 6603615 Placement Date: 08-28-02 Job Number: 02-8012-5 (Test #3) Project: 4840 Van Gordon Street Placement Location: Wall Panels Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. Batched Time'. - Truck 111 Arrival Time: 08:12 Mix Design: MD605150 (No Air) Placement Time: 08:15 Conerete SpecNications Design Strength: 4000 psi @ 28 days Slump (in): 3- 5 Air Content 0-3 Field Observations Time Sampled 08:15 Slump (in): 4.0 Air Content 21 Air Temperature: 720F Concrete Temperature: 820F Water Added: 0 gal. Aae Dava ! 8reak nate I I)iamPter /inl I I nad /lh.c1 I Strennth lnail 7 09/04(02 6.0 118970 4210 28 09l25/02 6.0 ~ 159660 5650 ~I Progress Report The 7 day strength, 4210 psi, exceeds the design strength. The average 28 day strength, 5775 psi, exceeds the design s[rength. Field Technician: N. Fintel t~f~UUi -~6CC~C2X,7) ,Q/wA) Reviewed by: Michael W. Klausner, E,I.T. 11/19/02 TUE 09:37 FdS 303 202 9884 A OhE PATTERN GEO-teknJca Engineering, Inc. Concrete Cylieder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 08-28-02 Job Number: 02-8012-5 (Test #4) Project: 4840 Van Gordon Street Placement Location: Wafl Panels Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier Owens Bros. Truck 248 Mix Design: MD605150 (No Air) Concrete Specifications Design Strength: 4000 psi @ 28 days Slump (in): 3-5 Field Observations Time Sampied: 08:30 Slump (in): 5.0 Air Temperature: 73°F Concrete Temperature: SO°F Batched Time: - Arrival Time: 08:25 Placement Time: 08:30 Air Content 0-3 Air Content 2.0% Water Added: 10 gal. Com ressive Stren th T estin A e Da s Break Date Cylinder Diameter in Compressive Compressive Load Ibs Stren th si 7 09/04/02 6.0 105750 3740 I' 28 09/25/02 6.0 132970 4710 28 09/25l02 6.0 129150 4570 Hold 6.0 i Progress Report ~ The 7 day strength, 3740 psi, is approximately 94% of the design strength. The average 28 day strength, 4640 psi, exceeds the design strength. Fieid Technician: N. Fintel Roox ln . w. Reviewed by: Michael W. Klausner, E.I.T. 18V2312802 07:46 3032674303 MUSICS MECHANIAL INC PAGE 01 musuc9c~ MechanaCA, lmc. fine Tuning YaurPlumbing Netds Mechanical Contractor . -rc) / Ph. 303- 497-4213 Business Office 8371 SourhPtrk lranE littleton, CO 80140 fax 303-799-7194 19/23/2092 07:46 3032874303 MUSICS MECHANIAL INC PAGE 02 11/14/2082 06:12 3038487737 .7EFF'S WELAING INC PAGE 82 l.ab#t 8f~ ~ ~G+' ~~v ('0?f17NI'1A77f lENWAL . 106d MMW Or. Ebgbobr Cokrador l00.07 QwAg4g MAN ee Q~ 13eefRECORD.OF ion 17C~ 2601 ASMT~B i~ and PauCre V~I CodeATION6 (N'PQ) walQer's saae S.S. go. 542•21-5612 IdeatfflcatLon no. „A. • Ted ONM%om ~11i 001 ' ■ Teat ~e 0 F'rod.e+om iYdd Idyti6a~iao ef WPS 1ulbwad ~rson Sleel ip 4eo6nom np baee amtsl(s) , 81-106 Gr. H. i ~ a~ 'Mc4~s OA36" ,'~`aMl~ G'~ ~ Q~► I~~s Q dMlvd AdAing Vie1MM (QW-&" N AsNd oabes RrP 9MAW wdame n~) -Mo~ 9,u~MA.o.W t l - 'A~pe (~ee .oWou*b aul-wto) aeed N~ ~ay -~ia.a, ' 2~^ o.u. 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Meets tLa seqai~°~°~ ~ 7 N/A a~o~ - Awu.r~a br• ~ qoi~oa~i s~.e~ ~ f~~-C[1VATfO1V IIAT~ "1_ COPPI'AMJ17Y BF~1~'~ A . 10/23/2062 07:46 3032874303 MUSICS MECHANIAL INC PAGE 03 ' JEFF'S IJELUING INC PA(~E 03 11/14/2002 08;12 3938407737 Lab# 924 apsat M.etria nr, rlr~"ti. Colp..da eoio7 OF 11oLDE1! P81~O ~~l2~'i~S (WPQ) itllfUlll~'.NI~'$ ' ~ • GK-48U1 (8ee g1-301, gection Si, 1001 A&R Hoiles and Pressure Ve55e7 code) identilicetion tw. • .aasns Melder'e eaM ` otwPB teIIowcd 111101111 ' a...,,.~ ttsid~d~ip~ gpepmmtiom of wse s"(s) ~53 ~ 7'elmE Comakm Md wawm Y'arliks (QW-" " yqddjeg Pivcwa) Type. (10 I°dM►''ec°wmt°) naed ticU8 (Jreb+weld 01404 doiilo-weWed,e~~e~ L ] Pla1e [X] ~ tmber ~m~r ~ PiPe o kna EMW P. ar sl%vbee b P- or sT4mber s xeA veeroe a rro"rgW wela xbkimws Aeai Odw Rimegis QO~ gMAyV _SW' - w1..m.1 _ 2i4"~ Y 1~ _p'~- ~1 tU F~4er ~1 ar NeeiaM e~~'~. ~'E'A) [~b ab) H~1er neW ao' ekaaede d~seiba~lOO(e7 brb) F7ner asql F•I~b~'(8) ' ~peat ~or 6TAR' or PAW cqredjp0~) [iTAW or PAW) peposk thiRlmeas Por ~ (s) (n iff a°"~hi14 . 'lype d eK► p~+ cOM Iaeee $u.b..ldn (GTAW, RAw, OMA~ Trambr °t pdoe to stiont eiceaM-GUAA'? BTAW ~ O*P°W•ft (AC" DCBR' DCEN) Type v Does Xot i18R pC Sl/~~' ~h•- . *iqg = Me6te SPscixace....... ~~p~aphk em~~► ~°°LL' EQw•191) p+~R ot detleM test, (~'•198) Coaca+i~4/coQ+ep4 (w.) Fllet Wald - 6t+~ lyaep e,~am~atiOR (RR'•184) __WA~ ' Y 06cr teeb - . •:.•.sn: [`Wf. CwE CuA7wP ilbora~q ~ qo. ~g l91a or gp~~epe eva6~red SYl' W ~ n DtEe tesmd ia mooor"m v~llanj leyt cosmded bY pli VYddlni goPdriwa b8 ' sd tkd the bR qre ~ tYa! We'~ p' ~i° "`O~'~` ~ Msats tW ~aP~Oi+ts of ANeYA511M ~-1 d~ APf5IJA511~ a3f3. aAL ~~°t ~Om 1X of tLe A91Ms 07 . 1 ~0.. a QS p i Ae 1 iLbi.._ Dat~ Asdkwb" br- id~Ynev D ~ Daft MOWN- R r~ut 90110771 9igostmm W. uaal Oj~ restllta (Qw=~) *MSR Yo (Y.) NO ane,xeoi o[:a t4R-~•s'1 ~ ~tmeie"°i"l `"°e i r.w I~.~a•'9 o~f~e c~•=> s e11: ■~eY iw~t ,.aeria.-s.MsFa~ owr1~I I4F+i3• l ~~~e eui sps~l~M °°~°~~aa-s..ipto.c awe3aJ [~•5(e)li O03aka bsi A~~ f blell~ nM.oie s..e ~e 111rlbn ~dre ~sIM-u~.e[611~ awo e..c t•r g••iO• e1•ee taN-~ • 11/07/2802 11:48 3034679384 TURN KEY GC PAGE 02/02 TURN KEY CENERAL CONTRACTORS, INC. November 7, 2002 Mr. Aerin Morgan Chief Building Officisl City of Wheat Ridga 7500 W. 29" .Ave. W►xeat Riuige, CO 80215 RE: A-1 Pattem 4840 Vao, Gozdon Wheat ltidge, CO Dear Dar3n, I have spoken with Stove Aberle zegarding the completion of the new building wnstruction at the above referenced address. I have conveyed, and Stcvc undcrstands, that part of our supervisozy role, and oia responstbility as the general contractor, is to schedule the requisite iosspections at such time that wa feel the associated work is complete, meets code requitements, and that an inspection is appzopriate. Accordingly, building inspections will only be scheduled by authorized Tum Key personneL If you have auy questions or comtnents, please don't hesitate to give me a call. Sincetely, TURN KEX GENERAL CON'['RACTORS, INC. ~U Glenn Mossaroni ProjeotIvtanager GM:mc cc: Steve Aberle, A-1 Pattern 4894 VqN GORDON, SUITE 305 WHEAT RIDGE, CO 80033-2770 (303) 467•9667 FAX (303) 467-9384 11!07/2002 11:48 3034679384 TURN KEY GC PAGE 01/02 TURN K!Y GCNERAL CONTRACTORS, INC. 4894 Van Gordon St., Suite 305 Wheat Ridge, CO 80033 FAX Date: 11R/2002 Pages: 2 From: Glena Massatotti Of&ce: 303.467.9667 Fax: 303.467.9384 CeU: 303.668.6074 E-mai.l glennm@turnkeygc.com Name: Darin Morgan Company- Wheat Ridge Building Department Fax 303.235.2857 Subject: A-1 pattern inspections Comments: TURN KEY GENERAL CONTRACTORS, INC. November 7, 2002 Mr. Dazin Morgan Chief Building Official City of Wheat Ridge 7500 W. 29' Ave. Wheat Ridge, CO 80215 RE: A-1 Pattem 48*`V,an Gordon Wheat Ridge, CO Dear Darin, I have spoken with Steve Aberle regazding the completion of the new building construction at the above referenced address. I have conveyed, and Steve understands, that part of ow supervisory role, and our responsibility as the general contractor, is to schedule the requisite inspections at such time that we feel the associated work is complete, meets code requirements, and that an inspection is appropriate. Accordingly, building inspections will only be scheduled by authorized Turn Key personnel. If you have any questions or comments, please don't hesitate to give me a call. Sincerely, TURN KEY GENERAL CONTRACTORS, INC. Glenn Massarotti Project Manager GM:mc ca Steve Aberle, A-1 Pattern 4894 VAN GORDON, SUITE 305 WHEAT RIDGE, CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14763 BUILDING INSPECTION LINE - 303-234-5933 Date : 11/5/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: A-1 PATTERN CO. Property Address : 4840 VAN GORDON S7 Phone : Contractor License No. : 21432 Company : ABSOLUTE FIRE & SAFETY, INC. phone : 239-6040 OW NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $4,000.00 I hereby certify that the setback distances proposed by this pertnft application are accurate, and permit Fee : $97•25 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Revi2w Fee : $0.00 made are accurete; 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 Use Tax : $48.00 Code (U.B.C.) and all other alheet,[tid D work under this pe it. ~J~~ Total: $145.25 (OWNER)(CONTRACTOR) DATE S Use: Description : INSTALLATION OF FIRE ALARM SYSTEM BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : (1) This parmit was iuueC in accordance with Ure provisions set forih in yupur application and is subjed to the laws ot the State of Colorado and W the Zaning Regulations and Building Code of W heat Ridpe, Colorado or any other applicable ordinances of the Ciry. (2) This pertnit shall exDire if (A) the work aufhorized is not commenced wiMin sixy (80) days from issue tlate or (B) the building authonzed is suspended or abandonetl kr a penad of 120 days. (3) I( this permit ezDires, e new pertnit may be acquired for a tee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications end any suspension or abandonment has not exceeded one (1) year. If changes are made a if suspension or abanEOnment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal wlll change the nalural flow of water causing a dreinage problem. (5) Contrector shall notiythe Building Inspeclor twanry-four (24) hours in advance for all inspedions and shall receive writlen approval on inspection card before proceetliing with successive phases of the job. (8) The ice of a t or Ne approval of drewings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the p~py n o g codes or any other ordinance, law, nile or regulation. ~ Chief Building spector 1' 1 ~ i j ;~s . Project Nanlr~ H -'I P IR;ur 484p Vait Gordon fit. Wheat Ridge, Coloreda90033 ~NAC SOHEDUI LNOI (AGL"-"- UR(7P CAI Cllt Al'igN E+PPLIANCE gUANtITIo.:iICURRENT DRAW r.ln' 1;' ~ I.~ ~1'~-0°I MAXIMUIN VUI IAG[. [~HOI E3TIMATEID AN AN A!V VfO y0 VIO AN 1O9At WIRF ACl'EIAI., AfTUAI TODU "CIRCUIT C7UTPIII VULIAGt=10.4 iFUh ~ALCULA(IONS) t:IRCtllr CIRCUIT 15cd ~ r5u1 110ui 15i;A 75cd ! 110x1 WP ~ CRC LOAN GAUGE: VCLTRGE VDLTAGE URCillt CIRCUCf DESCRIPTION 'TYPE LENGTH 0018 4.Ih8 !1165 0.053 0.125 0.140 0.165 ~ AMP9 18 i8 14 12 DROP°l DRUP {UbLTB FE519TANGE _I. ,L _ _ _ -J - _ G K~` ~~tu( N 5~ .L 1 8 1 [4. 71 0"/ 4 5 3,1 '7S (C. , 7 ~ t........il h0 tt 3 ~ I4 O4L 0.1 - _ I_ _ Appliance Summary Total Load CAMPS) 3 I_ 0~ 8 0 0 0 0 1.554 MEiTNDD U5ED TO CALGUI.ATE PERCENT Df VOLTAGE: DROP: (CIRCUI(!.FNGIHINfIk:TX?)~AMPSXOHM;IE-ODT)Xi0b ~9A VOt:TS Total Load Allowetl Uy Panel: 3 U limps Wire Resistance At '75 Degrees Celsius Ohm11000 fl T2GA= 1.93 14GA~ 3.01 16GA 4.F.i9 10GA = 7TI ' WIRE. RESISTANCE BASEU QN i'AfILE B, NEC. (NPPA 70), i. TE: LUMP SUfif METHODWAS USED TO CALCULATE ALLOWA6LC^UDLTAGF. UROf. _ M, r I~ ~ r~ ~'`4.. F r ~ ~ ~ ~ ~ ~ , _ _ _ X40 ~ -U f. u u n n u n r l n B u u n ~"UI-.U ~U' U 2U°-0 2OY..O ~0'-0 20"-U ~?U -0 Ja~,..gn n u u n u I w A _ _ _ , _ _ a_... _ . = = r.~. I 1 - II p ~ o _8._ ~ ~ ~ ' 1 ~ I i w r _ i ~ I i i I ~ I i i i I . 1 / ~I I i - _ ~ ~ i i i , i ~ ~ I ~ i ~ ~ i i i i I i i i i i i ~ - _ a-1 _ 1 i w-1 ~ ' ~ i i I I I i i '::i i ~ I Ca ' i i r i i i I i i I i i i i i i t i , i i i I i i i i I i I , O i I i I I i i i i ~ i i I i w I i i ~ wax sNap MEIALSHa~ i . i I i i i i I i i I ,1 _ I ~ ~ ( _ ~ '.w ~ ca i ww r ~ 3 5/8", GA. STEEL _ ' ~ STUDS AT 24" D.C; W/ ~ ~ ~ ~ ~ ~ ~ , 5/B° D.W. EA, SIDE, -7 i/4" BRACED TD RDDF STRUCT , ~ ~ g ~ _G,n 61 _gN ~ - 5" ABDVE, TYP. I d ~ _ _ _ _ _ 1 _ _ . _ _ _ _ . _ . . _ _ . , . ~ I ~ r E Tt7IL T 0 T ~ TIC, ~ ~ , ~ ~ , Q v,c,r ~ ~ f ~ ___J__w___ c~a ~ ~ ~ ~ ~ U.C,T, 1 , . STDR - ~ p UBC.T. ~ CQ~E' ~E _ - _ u~ i an u7 ~ ,I;.~ ®n TOILET ~ F _ _ r _ _ _r._ _ . _ _ _ , _ _ _ _ _ _ ........r.., I i i W '....,I i 11~ I i i ~ - ~ ~ 1.9. 1.5 0-~d 4~ d► N aF ICS ' a ~ ~ ~ ~ X4 SUSP. U.C.T. .fir ~ ACDUSTICAI. vs~ ~ ~ 1 ~ ' i; cv ,t ~ - r~ CEILING AT ®1.~2 A.F'.F.I I 20'--0 20 ' ~ TYR. IN D~'FICF J ~ ~ I ~ ~ Q n i._.. ~ _ _ . e . _ _ 30, fl Y 11 fl 1 11 B U • . B ~ _.1D .4 ~ ..-a_... _ _ a _ GO~..gll_ I ~EG$ND: D CONTRT4R tNF~RMATION: REMO'~E MANUA~~ ('t)L(1,. STA I ]ON HORN / r STROBE,ABSOLUTE FIRE AND SAFETY S INC. 883 PARFET UNIT D SPA INKLERED YES HEE i GHISS FLOOR AREA 28,800 o Fu S a a I EIRE ALAR E 3/32" M CONTROL PANE( omm% LAKEWOOD, COLORADO 80215 NORTH h"X1'FRIOR F30RN STROBE]'() E BASIC ALLOWABLE AREA 12, 000 S. F. -ATE) ABOVE, FD C Fll(; AREA INCREASE ALLOWED BY SPRINLER SYS 303.239.6040 UBC SEC„ 505x3 (OXUPANCY 149 PER CODE: J01 Now 58099 12 PER OWNER°S REQUIREMENTS DATE: 7/6/2000 Nook" ML mss:: f * oF w~Eqr DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pemut Number: ~ BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TFI AVENiTE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~UCATION Property Owner: C,-7 Property Address: C~ Phone : v Contractor License No.: Company: AJjSDlk},~- Phone: O WNER/COn'1"RACTOR SIGMATURE OF UNDERSTANDING APID AGREED'ENT I hereby certify that the setback distances proposed by this permit application aze accurace, and do not violate applicable ordinancu, rules or regulations of the CiTy of Wheat Ridge or covenants, easements orrestrictions ofrecord; that all measuremen6 shown, and allegarions made aze accun[e; that I have read and ag[ee W abide by all conditions prin[ed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and alI other applicable Wheat Ridge Ordinances, for work under this permit. - ~ (OWNER)(WNTRACTOR):SIG . X DATE 6Z4 ,l la ConstructionValue:$ 7,Ca Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ DESCRIPTION: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: 20NIN6 COMMENTS: Approval: Zoning: BUILDIN6 COMMENTS: Approval: PUBLIC WORKS COMMlNTS: Approval: Occupancy: Walls: RooE Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Expirarion Date: Approval: Approval: Approval: (1) This perznit waz issued in accordance with the provisions set forth in yow applicatiou and is subjec[ W the laws of the Sfate ofColondo and to the Zoning Regulations and Buildiug Codes of Whea[ Ridgq Colondo or any orher appGcable ordinances of the City. (2) 'I6is pennit shall expire if(A) the work authorized is not commrnced witliln sixty (60) days 6om issue date or (B) the building avthorized is suspended or eLandoved for a period of 120 days. (3) If tlils pennit expitts, a new persnit may be acquired for a fee of one-half Ne amount nonhally required, pmvided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (I) year. If changes have been or if suspmsion or abandoument exceeds one (l) year, full fees shall be paid for a new permit. (4) No work of a¢y mavner shall be done tha[ will change the vaNral flow of wa[er causivg a drainage pmblem. (5) Contractor shall notify the Building Inspecmr hventy-four (24) hours in advavice for all inspecfions avd shall receive writtm approval ov inspectian card beforo proceeding with successive phases of thejo6. (6) The issuence of a perznit or the approval of drawings end specifications shall not be conswed to be a pe*mit for, vor av approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or rogWa¢on. Chief BuIlding Inspector Arvada Fire Protection District Division of Fire Prevention Fire Alarm System Plan Review Comments Date: October 29, 2002 Location: A-1 Pattem Company Contractor: Absolute Fire and Safety Reviewed By: Steve Steigleder Address: 4840 Van Gordon St. Code 1997 UFC/ NFPA 72 1. A sepazate permit will need to be obtained from the Building Department of the City of Wheat Ridge for the installation of the fire alarm system. 2. The Electrical Inspector for the City of Wheat Ridge will conduct the ruffwiring inspection. The Division of Fire Prevention will also need to conduct a ruff location inspection and witness the acceptance test. 3. Need to add additional smoke detector above the fire alarm panel. 4. The sprinkler system plans indicate that the sprinkler system is in elccess of 100 heads and the flow switches and tamper switches will need to be supervised by a central, remote or proprietary service. 5. The tamper switches will need to send a distinctly different signal to the monitoring company. 6. The additional smoke detector and monitoring of flow and tampers may change the standby battery calculations and inforcnation will need to be provided if the calculations aze till within the output range of the information submitted. 7. Audibility tests will need to be conducted to determine that a muumum of 15 decibels above the ambient noise level is obtained in the presence of the I}ivision of Fire Prevention.. If results are not actrieved, additional units may be required. 8. Test certification papers will need to be provided from the installing contractor. A copy of the test papers is attached. 9. Two telephone lines will need to be provided for the fire alarm panel. One line will need to be a dedicated Gne for the fire alarm panel, the second line may be a business line. 10. A Knox Box Key Box will need to be provided and contain any and all necessary keys to gain entry into the building and access fire alazm devices. Application form is enclosed. 7300 Kipling Street • Arvada, Colorado 80005-3876 •(303) 463-7655 • Fax (303) 422-5549 Page Two 11. We would request that a lock be placed upon the circuit breaker for the fire alarm system. 12. Any code requirements arising &om construction or installation shall be addressed. 13. Twenty four hours notice required for all inspections. Inspections are conducted Tuesday through Friday. Please call 303463-7463 for inspections. September 26. 1997 DF-51267 A3-200 MS-5024(E) (aFII'G•LITaAL3t"C71S FireAlarmConirolPanel wifh builf-in DACT www.Brelite.com Section: CoMrol/Communicators GENERAL The Fire•Lite MS-5024 is a 24-volt, five-zone fire alarm control panel with built-in communicator. The integral com- municator transmits event information (alarms, troubles, supervisories, faults, etc.) to a UL listetl central station. The MS-5024 may be used in a variety of cost-effective applications, including: local fire alarm control panel (com- municator disabled), fire alarm control panel/communi- cator, stand-alone sprinkler supervisory communicator or slave communicator to a UL-listed host fire alarm panel (requires N.O. dry contacts to trigger five channels). Se- lectable transmission formats allow the MS-5024 to com- muniCate to virtudlly all Centfdl Stations. FEATURES • Five programmable Initiating Device Circuits (zones). Each zone may be programmed for: ✓ Two-wire smoke detectors. J N.O. contact devices (pull, heat). ✓ Four-wire smoke detectors. ✓ Waterflow operation. J Supervisory operation. ✓ Auto-reset supervisory operation. • Two built-in, Class B(Style Y) Notification Appliance Cir- cuits (NACs). • Notification Appliance Circuits may be programmed: • Silenceable. ✓ Non-Silenceable (a strobe circuit can keep flashing after the panel is silenced). J Auto-Silence (program 5 to 30 minutes). J Silence Inhibit (60 seconds). ✓ Coding (March Time, Temporal, California). • 3.0 Amps of Notitication Appliance power. • Two built-in, fully programmable, Form-C relays. • Dual-line rotary- or Touch-ToneO-dial DACT intertaces to public telephone network (leased phone lines are not required). • 24-Volt operation. • 8uilt-in voltmeter measures: ✓ Zone voltage. ✓ Primary AC line voltage. J Battery voltage. ✓ Notification Appliance Circuit(s) voltage. • Resettable 24-volt power. • Surface Mount Technology (SMT). • Fully programmable via built-in keypad (no costly exter- nal programmers necessary). California s MEA State Fire 131_94_E ~ Marshal F~~ 7165-0075:175 S624 (MS-5024, 1W6USA-20004-AL-E MS-5024E) MS-5024 • Complies with NFPA 72-1993 edition (Local, Central Station and Remote Station (DACT only - not po/arity reversal] Fire Alarm Systems). • Reporting Formats include: J 3+1, 4+1, 4+2 Standard + Expanded. J 4+1, 4+2, Ademco Express. • Integral battery charger for up to 60 hours of standby power. • Fuseless, power-limitetl technology meets new UL power-limiting requirements, eRective May 1, 1995. • Programmable Alarm Presignal Timer, Alarm Verifica- tion Tmer and Optional Trouble Reminder. • Single-person walk test. • Fire drili function. • Zone disable capability (software). • 32-Event history buffer with time and date stamp. • Accurate real-time clock. • Extensive built-in transient protection. • Electronics and operational controls tully endosed in lock- able cabinet capable of housing baneries up to 7 AH. • 230 VAC, 50 Hz international version available. This tlocument is not intentled to be used for installation purposes. We try to keep our product informa- I~O 9001 tion up-ro-date and accurate. We cannot cover all spec'rfic applications or anticipate all requiremenis. All specifications are subject to change without notice. For more information, contact Fire•Lfte Alarms, One Fire-Lite Place, Northford, Connecticut 06472. Phone: (800) 627-3473 Toll Free FAX: (877) 699-6105 FAX Back:(888) 388-3299 unigaIIi1MANYFArnRIN DF-51267 - Paqe 1 oi 3 SPECIFICATIONS • Single PC board design using Surface Mount Technol- o9Y (3MT). • Two modular telephone jacks for connection to RJ31X/ Modules. AC Power • 120 VAC, 50/60 Hz, 1.3 amps. • 230 VAC, 50 Hz, 0.68 amps ("E" suffix). • Wire size: minimum 14 AWG with 600-volt insulation. • Built-in brownout circuitry. • Built-in voltmeter. Communicator I • One line-active indicator for each of two phone lines. • "Kiss-Off" signal LED. • Dual "low telephone voltage detecY" circuitry. • Programmable event codes per each format. • Up to 58 transmitted events/messages. • Selectable/deselectable transmissions of 58 events. • Five zones may be configured to five channels as a slave communicator (channels are auto-resettable). CommunicaTion Formats Express formats allow complete transaction to be com- municated in under five seconds. • 20 PPS, 3+1 standard and expanded. • 20 PPS, 4+1 standard and expanded. • 20 PPS, 4+2 standard and expanded. • 4+1 and 4+2 Ademco Express. Initiating Device Circuits (zones) The MS-5024 includes five programmable Initiating De- vice Circuits (zones). Circuits 1, 2, 4, and 5 are Style B (Class B). Circuit 3 is Style D(Class A). Use the CAG5F, Class A converter module, to convert aN Class B IDC's to Class A. Each zone may support two-wire smoke detectors. Pro- gramming options include: • Waterflow-Silenceable/Non-Silenceable. • Supervisory-Standard/Auto-Reset. • Pull Station. • Normally Open Contact device. All circuits are power-limited and also fully supervised. They allow up to 100 ohms of line resistance and allow tor use of 12 to 18 AWG wire. Notification Appliance Circuits • Two Style Y(Class B) Q 1.5 amps each. • All circuits are fully power-limited and meet the new UL power-limiting requirements, effective May 1, 1995, us- ing fuseless technology. Auxiliary Ovfputs • Resettable four-wire smoke detector power @ 300 mA. • Non-resettable power @ 300 mA. NOTE: Use of auxiliary power outputs does not de-rate available 3 amps of NAC power. • Two fuily programmable Form-C relays. CABINET SPECIFICATIONS The cabinet is red with a dark blue overlay. Knockouts on the top, sides, and back provide ease of wire entry. The cabinet can be surtace or semi-flush mounted and is com- pact in design. Dimensions: Door. 143i4` high x 12-3/4" wide (37.465 cm high x 32.385 cm wide). Backbox: 14-1/2" high x 12-1/2" wide x 3' deep (36.83 cm high x 31.75 cm wide x 7.62 cm deep). Trim Ring: Part # TR-3-R 17-5/8" high x 15-5/8" wide (44.7675 cm high x 39.6875 cm wide). PRODUCT LINE INFORMATION Model Description MS-5024 Five-zone, 24-volt, Fire Alarm Control Commu- nicator (includes backbox, iransformer, techni- cal manual, and a frame & post operating in- struction sheet). MS-5024E Same as above with 230 VAC, 50 Hz trans- former (UL listed). RZ/1-51F Five-zone Remote Annunciator mounts to a single-gang box (requires ADM-24). ADM-24 Annunciator Driver Module. CAC5F Class A Converter Module. Converts all Class B Initiating Device Circuits (zones) to Class A. NACA-21F Class A Converter module. Converts both Class B Notification Appliance Circuits (NAC) to Class A. DP-5024 Internal Dress Panel. MCBL-7 DACT phone cord, 7 feet long, (two required). I BB-17F UL listetl battery backbox. Required for batter- ies over 7 AH. TR-3-R Trim ring. PS-1242 Battery, 12-volt, 4.2 AH (two required). PS-1270 Battery, 12-voli, 7.0 AH (hvo required). PS-12120 Battery, 12-volt, 12.0 AH (two requiied, requires 88-77F backbox). PS-12170 Battery, 12-volt, 17.0 AH (fwo required, requires BB-17F backbox). Page 2 of 3- DF-51267 VL LISTED RECEIVERS compafible wifh the MS-5024 Format k(Atldresses 16 & 42) Atlemco 685 (1) Silent KnigM 9000 fTl CS-4000 (3) FBI CP220F8 ~6ome HoNrtan ModeLS 1 & 2 Rytlionics 600016500 (5) Sescoa 3000R (7) SurGuard MLF}2 (9) 0 4+1 Ademco Express ✓ ✓ ✓ 7 4+2 Ademco Express ✓ ✓ ✓ (8) ✓ 2 3+1/Standard/7800/2300 ✓ ✓ (2) ✓ ✓ (4) ✓ ✓ (5,6) ✓ ✓ 3 3+1/Expanded/1800/2300 ✓ ✓ (2) ✓ ✓ (4) ✓ ✓ ✓ 4 3+1/Standard/1900/1400 ✓ ✓ (2) ✓ (4) ✓ ✓ ✓ 5 3+1/Expantletl/1900/1400 ✓ ✓ (2) ✓ (4) ✓ ✓ ✓ 6 4+11Standard/1800/2300 ✓ ✓ (2) ✓ ✓ (4) ✓ ✓ (5) ✓ ✓ 7 4+1/Enpanded/1800/2300 ✓ ✓ (2) ✓ (4) ✓ ✓ ✓ 8 4+1/Standard/1900/1400 ✓ ✓ (2) ✓ (4) ✓ ✓ ✓ 9 4+1lExpanded/1900/1400 ✓ ✓ (2) ✓ (4) v ✓ ✓ A 4+2(Standard/1800/2300 ✓ ✓ (2) ✓ ✓ ✓ (5) ✓ ✓ B 4+2/Expantled/1800/2300 ✓ ✓ (2) ✓ ; ✓ C 4+2/Standard/7900/1400 ✓ (2) ✓ D 4+2lExpanded/1900/1400 ✓ (2) ✓ ✓ ✓ E (NOT USED) F (NOTUSED) KEY: (1) With 685-8 Line Cartl with Rev. 4.4d software. (2) With 9002 Line Card Rev. 9035 software or 9032 Line Card with 9326A software. (3) Rev. 4.0 software. (4) FBI CP220F6 Rec-11 Line Card with Rev. 2.6 software and a memory card with Rev. 3.8 software. (5) Model 6500 with Rev. 600 software. (6) Model 6000 with Rev. 204 software. (7) With Rev. B control card at Rev. 1.4 software and Rev. C line card at Rev. 1.5 sottware. (8) Motlel 2 only. (9) Version 1.62 software. DF-51267 - Pa9e 3 ot 3 March 30, 2000 U■ ~ 54011 & 55512 (1`1215, P121575, P2415, ~ L P241575,P2475,P24110). 55512 (51215, 5121575,52415,5241575,52475,524110). LISTED 54011 (HC12/24). -si CS549 (P2415A, P241575A, P2475A, P24110A, 52415A,5241575A,S2475A,S24110A), CS548 (H12124A, HC12124A). OB8A4.AY (P1215, P121575, ► F M P2415,P241575,P2475,P24110. 51215,S121575,52415,5241575, 52475, 524110, H12124). 0D4A7.AY (HC12124). ~ FIYe•LITerALat'Pl'1S I SpectrAlert'" Series Horns, Sfrobes, and Horn/Strobes Section: AutlioNisual Devices GENERAL System Sensor SpeetrAlert Series strobes, horns, and combina- tion horn/strobes are UL listed for primary signaling in life safety systems antl meet ADA public mode visible signaling requirements. SpectrAlert products can be connected to the alarm indicating cir- cuit ot a fire alarm control panel and are compatible with DC line supervision. The SpectrAlert product line mounts to standard backbozes using a universal mounting plate included with each unit. An optional small footprint mounting plate fits to a single-gang box. An accessory backbox skirt gives a cosmetic tinish to a 4" x 4" x 1-1/2" or a 2" x 4" x 1J/8" surface-mounted backbox. All sirobe and hom/strobe mounting options require only one screw attach- ment of product to plate. These products are designed for 12 and 24 VDC and full-wave rec- tified unfiltered power. Full-wave rectified operation requires more current than DC operation. For detailed current draw information, consult the Current Draw Tables (page 2). The horn/strobe com- bination products are factory-assembled with jumper wires for in- tandem operatioa For independent wiring of hom and strobe, re- move jumper wires. When wired for independent operation, the strobe will continue to run while the horn can be silenced. How- ever, the strobe must be running for horn to operate. HoTS - The SpectrAlert Series horns and hoMstrobes pro- vide hvo different field-selectable/reversible tones, a high-low Teld- selectable/reversible sound output setting (low setting on 24-volt models only) and a field-selectable/reversible temp 3 pattern or non-temporal continuous pattern. These field-selectable features are accomplished using pins and jumpers located on the back of each SpectrAlert horn and hoMstrobe. An accessory module is not needed to make these field selections. The horn on horn/strobe models will operate on a coded power supply. Those horn-only models with "HC" in their part numbers will also operate on a coded power suppty. The horn and horn/strobe series includes weatherproof models. Strobes - The ADA-compliant SpectrAlert strobes are elec- tronic visible warning signals thatflash at 1 Hz overtheir operating voltage range. These products are available in 24-volt models at 15, 15l75, 75 and 110 candela intensities and in 12-volt models at 15 and 15/75 candela intensities. The strobe series includes weath- erproof models. SpecirAlert products feature dramatic reductions in current requirements. Sync•Circuit Module (MDL) - rhe SynaCircuit Mod- ule is available for synchronization of strobes and horns and can synchronize two Style Y(class B) circuits or one Style Z(class A) circuit. The module can also generate a synchronized temp 3 tone for System Sensor's Multi-AIertT"" and PA400 horn products' The synchronization module allows the SpectrAlert homs on combina- tion harn/strobes to be silenced an two-wire systems. SpectrAlert's SynaCirwit Module can be daisy-chained for multiple zone syn- chronization. The module does not operate on a coded power sup- PlY 'Por Multi-AIeR and PA400: Strobes must be wired to a continuous source ol power (non-codetl power sopply). 7135-1209:173 (P1215, P121575. P2415, p241575, P2475, 1`24110). 7125-1209:174 (51215,5121575, ~ r 52415, 5241575, 52475, S24110). Cal'rfomia 7135-7209:143 (H12124, HC12124). State Fire Marshal 379-96-E(P1215,P121575, P2415,P241575,P2475, P24110,51215,5121575, S2415, 5241575, 52475, 524110, H12124, HC12124). G-250 ~ ~ SpectrAlertT"', SynaCircuHT"', and Mutti•AlertT"' are tratle- marks of System Sensor, a tlivision of Pittway Corporation. This tlwument is nM intentled ro be usad for installation purposes. We iry to keep our pmEUd O~oo~ irdormation up-to-tlate and accurate. We cannot cover all specific ap0lications or anticipate all requiremenis. All specifiwtions are subjeci to change wtthout notice Por more information, rontaci FlroLiM Alerma, One Fire-Lite Place, NorthforQ Gonnecticut 06472. Phone: (800) 621- ~ 34]3, Toll Ree FAX: (B]]) 699-4105, FAX Beck:(888) 388-3299 ~~NNI 8~UFAME WEB:www.firelite.cam FEA*ueEs • 24-volt strobe models: 15, 15P5, 75 and 110 candela. • 12-volt strobe models: 15 and 15/75 candela. • Horn models operate on 12 and 24 volts. • Low current draw: reductions as high as 45%. • Two field-selectable/reversible horn tones: - 3000 Hz interrupted - electromechanical • Field-selectable/reversible high-low dBA output on hom (low output on 24-volt models only): - 101 peak dBA @ 10 ft. high output.' - 96 peak dBA @ 10 ft, low output' • Field-selectable/reversible temp 3 pattern or non-temp 3 con- tinuous pattern on horn. • Horn/strobecanbewiredeitherintandemorindependently. • Weatherproof strobes, horns, and horNstrobes available. • Horns for use with cotled power supply available. • Universal mounting plate inclutled with each unit. • One-screw mounting of strobe and horn/strobe to mounting plate. • SpectrAlert strobe and horn/strobe take up no room in the backbox. CURRENi DRAW TABLES ct..J.n nnl.. • Single-gang mounting without the use of a mounting plate (hom model only). • Self-contained screw covers. • Aesthetically pleasing design. • Synchronize horn and strobe with Sync•Circuit*" module (M DL). • Silencehornonhorn/strobeoverasinglepairoiwiresusing a SynaCircuit module (MDL). `Sound output varies wi(h fone and oufput opfions selected; sound levels based upon anechoic room measurements. SPECIFICAilONS Input terminals: 12 to 18 AWG (3.25 mm2 to 0.51 mm2). Dimensions: see diagrams page 3. Weight, M1orn only: 7.2 oz. (204 g). Weight, stiobe and horNstrobe: 8.8 oz. (250 g). Mounting: see diagrams page 4. Operating temperature: 32°F to 120°F (0°C to 49°C). Operating voltage range:" 12 V: 10.5 - 17 V. 24 V: 20 - 30 V. " These products should be operated within Meir ratetl voltage range. UL tloes, however, test functional integdty to -20% and +10% ol manulacturer's stated ranges. •VEMGE CUIiflENT Ymal PE11K CUMIENi (m V NOON C I N ROSH CU 13V MOMIS RREM (m ' NV I ¢ GM~u 15 12V I/Otlale 10.5V t2V tiV M oc sv.a oc rwx oc rvm oc i5e i14 1SI e1 tm FA IV rvm 1x MV I 2N oc rwn R3 m C 30V r,~wn N~ 13K 10.5V 14V ~ tiV 20V oc nm oc w.n a r~m oc rw b0 ~eo I50 No a20 ~50 z]0 i 'NV oc ~ s~w ~s0 xm 1]0 2i0 9G oc ~~o 1!0 V ~xn z'9 2J0 10. oc eo iE 5V rvx tm. IM tYV oc w.x P1 1x B! lil 17V oc sw ~10 ~m 1!0 165 20 oc 1]0 1'1p V rna 250 t30 34V oc rvn 2z0 a0 210 Yl0 9D oc s:p 2A V ~vn am 3B5 t5/15 ]5 1BB ~82 ry& ryA t4] 1]t' ~ 1~A M ryq ryA ryp NR Ij 5 92 IN 8! B3 1tJ 158 50 t~3 132 161 I90 NA SM, 'BO ~A MO 1N NA NR ~'N NA 1U 9Y1 ' 1 0 MO ' ~ ~ 0 ~ E20 ~ NA W' IJw 'M NA NP tM I~ 180 2b 2 30 Y10 ~0 2W 3 110 M NP M 1J~ N^ NN fE8 320 '10 181 1t5 1]< NP M MD NR N~ NR fYI 9B1 LU SN . W~T AAiV MIgM1M1Ow iartq Toro Wiume Mon IIVEMGE LU 12VI.kMIn tOSV 13V t)v oc oc ruq oc rw MEI(I (m~) 2lVNOGe4 Mv NV ~ 30V u: r~w a: EIekT- Hyh Tem 10 11 10 10 H 1 W tt 25 ID N R m.M1 Npn tO 1! 10 19 14 2. 1] 29 23 W T] 12 . LOw T_emo f'N rW fM N~ ^u NA 11 11 13 5 19 11, ~.~pn ry~ ry~. ryp ryq Np 11 12 16 t4 18 t]2a 3pODiz Hgh", Tem lt 13 it 11 1B 1 N 2B AB 23 9] 33 IntBrNpt. Wn 11 1] 1'. 21 14 11 W .9B 95 45 Law iem~ Nil FM tt4 N~ Na NA U 14 17 9 15 21 1 Nn W NA rv~ NA NL NA 13 tB 16 Rt PY RS Horn/Strobe - 15 cd H9pM1Ow Dmp TOII! blillll! Rbll AVEMGE GU 12V NoMln 10.5V iav 11V CL 'V.P DC FNP Dc fNP XPENT (m11) NV Notlik tOV 24V XM' OL rvT OL.cNP oc M Ebdro' Hbh T! U3 1]0 @~ t6] 95 1~3 l8 101 R 9B 'S tdi Wn mccF 1~9tA 126 16] OS U0 m YB ~6 tro ffi 1Y . IDw Ts i`N W. W~ NI. N1 'M T 92 EB 93 6f' 132 Non NA N~ N~ N~ N/~ N/~ 71 92 B]' 93 85 19t fOW Hz MgM1 Te 1M P2 125 160 9] 1H 89 1m 01 103 B3 tb , InIBIrIWt NOr. t% IR t25 1~ 9i ~~B R 102M 106 Bl 1{] LOw TBr~r _ NF W~ NP Nh 1'U 'M 7.1 W A' PS 8'! IM Non NA ~'U N~ N~ Nil NM1 72 82 GB EB 132 Nom/Strobe - 15/75 cd ♦VEMGf GUIINENT(mG) 1RVNetlsla ~w HOM1~LOw T.mD IoSV 12V 1TV ZUV 24V 00V TeM WIU1M MOn OC 'MN ~f. ~NA 0' FNP F4W CC RM Of. Ot fNA kL11tr H10 ~ E Tl111 17B 193 152 IBl 113 1B1 95 113 91 1'.1 B] 15'! mec~ Nop 190 193 152 1B~ f19 i81 BJ l1p' BB 1t3 BB 1S0 . LO~v Tam NA N~ NP NP N/~ ~'N ~ 1M A IW ]5 1M rypp W.NA NA NI. IA NA BB ld BJ108 )5 tY HIQ~ 3000H2 T¢m 1M 195 152 1&l 115 tCB 1W 11B` Bl'1i8 85 150 In~onuP~ - Non 1]0 186 ~52 1&i 113 IBB 0.M1 11~ B] 1ID 09 15~ tpw Tem NA W N~ N~ IJ~ N~ 9~i10E 03 100 ]8 11B NOn NR NA N~ NA IN YA WI101 B'. 101 9J 1H Nom/Strobe • 75 cd H9Nlmr bmp Thne Wlu. Mon pVEMGE LII 12V NoEYt IOSV 14V 11V oc rxn o~ mn oc'Flw flNENT (mP) 21V NOE It tOV MV 00V oc rvm oc cirn oc =vn EbMro- "ph Tem 1N .W ~'U ~'1A fN NA tBf 191 tb lW 13t 1B] ~~M1 Np~. N/µI fU NI. !N 1U 189 IM I~8 1~ 131 tm . LOw T 1M W~ W. N~ N~ `V, tY 1B2 133 1az 1~9 1S6 Non NA, M1W NA N.~ IN tU IS] 19~ 13] 1Bi 1~8 15J 3000 Mz W9n iem ra~ rvA ru N~ Nn Wi ~6 1a8 1.51 ~Te ~:H il~ Inlernpt 1'Hn N~ NA rvA NA N~ wk 1!1 1B2r I.50 t1R 1'4J 1T LOw TMiO_ W`N i`M NA !N N/1 I58 1M NO 18~ IL9 1~ NDn NA i W PU N~ fi~ Vl~ 19 1!E 190 1A9 1M tEP Hom/Strobe • 110 cd HgNlmv iamP TOrr Wlum~ Me~ •VEIYGE LU 12VNeENa tOSV t2v 1lv oc ~v.^ oc ~Nn a cv.n NRENT (mlu 21VNOE.l. YOV Nv aDv oc ~w oc :~'w oc -~w Ebct~ Myh Tamo . 1N `N iW N~ Nr~ N/k t! 3li 1&5 SOB1H .Yp mGh. ry~ m ry/~ ryA NR I'M !W~ IBO 29! 1B3 211 115 Mt Low Tem 'M. NA N~ Nh PM N~ 1B0 2:5] 15J 21N 1:12 1~ Ibn N4 NA W N/~ NR fN 1B1 '19'1 1.4 '101. 1'i2 1B0 ' H2 Hi9h Tull NF I`N NA N~ IJa NF ~B3 Y~E 1M 216 152 .NI] Intarruqt Non m NP NR NA IU N~ 1m tl1 18]' 21] 1'A ]10 lnw Tam 11~' NA Nr~ NF W. PN ~8~ 15I ZIB 1~ 1B3 ryp bLik ry1 N~ NP 1B] 'i9P.. 15! RQ5113) 1A5 Page 2 of 8- DF-51609 EN6INEERING SPECIFICAilONS GB119►a1 - SpecirAlert horns, strobes and hom/strobes shall be capable of mounting to a standard 4" x 4" x 1-1/2" (10.16 z 10.16 x 3.81 cm) backbox or a single-gang 2" x 4" x 1-1/2" (5.08 x 10.16 z 3.81 cm) backbox using the universal mounting plate included with each SpectrAlert product. Also, SpectrAlert producis, when used in conjunction with the ac cessory Sync•Circuit Module, shall be powered from a non- coded power supply and shall operate on 12 or 24 volts. 12- volt rated devices shall have an opeiating voltage range of 10.5 - 17 voks. 24-volt rated devices shall have an operating voltage range of 20 - 30 volts. SpectrAlert products shall have an operating temperature of 32`F to 120°F (0°C to 49°C) and operate from a regulated DC or full-wave rectified, unfiltered power supply. HofO - Hom shall be a System Sensor SpectrAlert motlel capable of operating at 12 antl 24 volts. Horn shall be listed to UL 464 for fire protective signaling systems. The horn shall have Iwo tone options, hvo audibility options (at 24 volts) and the option to switch between a temporal 3 pattern and a non-temporal continuous pattern. The horn-only model shall NOT operate on a coded power supply except those models (model numbers contain "HC") designed to do so. S4►obe - Strobe shall be a System Sensor SpectrAlert model listed to UL 1971 and be approved for fire protective service. The strobe shall be wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requiremenis for visible signaling appli- ances, flashing at 1 Hz over ihe strobe's entire operating volt- age range. The strobe light shall consist of a xenon flash tube and associatetl lens/retlector system. DIMENSIONS 3318' (85,725, 651e' ~ (142.875 mm) ~ ~ 1 ~ III` ~ ~ 2-5116' ~ (587375 mm) - 2-15/i6' b (74.6126 mm) . ~ O 1 ~ ~ OUTER: 6518' _ (142875 mm) ; INNER: 66/16" (1 34.9375 mm) ~ ' - ~ - y IF 2-5116' (127 mm) ~ (587375 mm) Hom/Strobe Combination - Horn/strobe shall be a System Sensor SpectrAlert motlel listed to UL 1971 and UL 464 and shall be approved for fire protective service. Horn/strobe shall be wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over its entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two tone options, two audibility options (at 24 volts) antl the option to switch between a tem- poral3patternandanon-temporalcontinuouspattem. Strobes shall be powered independently of the sounder with the re- moval of factory-installed jumper wires. The horn on horn/ strobe models shall operate on a coded or non-coded power supply. Module - Module shall be a System Sensor SynaCircuit model listed to U L 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal 3. Also, the module shall silence the homs on horn/strobe models, while operatingthestrobes,overasinglepairoiwires. Themodule shall be capable of mounting to a 4-17/16" (119.0625 mm) square x 2-1/8" (53.975 mm) tleep backbox and shall control two Sryle Y(class B) or one Style Z(class A) circuit. Motlule shall be capable of multiple zone synchronization by daisy- chaining multiple modules together and resynchronizing each other along the chain. The Module shall NOT operate on a caded power supply. 2-15/16' 15/16' ~ (74.6125 mm) (23.6125 mm) ~ i s-sns• (1349375 mm) I~ L5116' (33.3375 mm)~ UPPER LEFT: Horn/Strobe with Small Footprint Mounting Plate (same dimensions for strobe only). LOWER LEFT: Horn/Strobe with Universal Mounting Plate (same dimensions /or strobe only). UPPER RIGHT: Horn only (may be mounted with either Small Footprint or Universa/ Mowting Plate). LOWER RIGHT: Sync•Circuit Module (MDL). ~ 5-1/4'(733.35 mm) T 5-"4' (133.35 mm) j = O 2' I(50.8 mm) I ---sl I~ ~I OF-51609 - Page 3 of 6 MOUNi1NG DIAGRAMS 2^ x a' x 1-718• backbox Norn / Direct ~Mount II 4' x 4" x 1-1 /2' backbox Horn Surface Moun4 eBS with accessory Backbox Skirt v "Wo D-MP Norn with Universal Mounting Plate (included with each product) v 4"x4'x1-112" backbox x 4' 1-1@" hack6ox Strobe or Norn/Strobe with Universal Moun4ing PIa__ (ineluded wi4h each produet) , v A Syne•Circuit Module Direc4 Mount SOYND ONiPYT 6UIDE (dBA) "Wo 2" x a• x 1-7/6• backbox StrObC Or NOTIStfObC tiuR9CC MOUrIf with aecessory Backbox Skirt UL Reverberant Room dBA @ Volts DC Mechoic Room Peak dBA @ 10 ft.NDC 10.5 12 17 20 24 30 10.5 12 17 2f1 24 30 LOW Electromechanical NA NA NA 75 75 79 NA NA NA 94 96 98 TONE 3000 Hz Intertupted NA NA NA 75 79 79 NA NA NA 94 96 98 Temporal HIGH Electromechanical 75 75 79 82 82 82 94 95 98 100 101 102 TONE 3000 Hz Intertupted 75 75 79 82 85 85 94 95 98 100 101 102 LOW Electromechanical NA NA NA 79 82 85 NA NA NA 94 96 98 TONE 3000 Hz Intemipled NA NA NA 82 82 85 NA NA NA 94 96 98 N Temporal NIGH EIBCiromecheniCel 79 79 85 85 88 88 94 95 98 100 101 102 TONE 3000 Hz Intertupted 79 82 85 88 88 90 93 95 98 100 101 102 Page 4 of 6- DF-51609 A Strobe or Horn/Strobe with accessory Small Footprint Mounting Plate 4' x 4' x 1-112"backbox 4-11/16' x 4-11116" z 2-118' (119.0625 x 119.0625 x 53.975 mm) backbox WIRING DIAGRAMS NOTE. Do NOT loop wires under terminal screws. HORN/STROBE COMBO . F T~ NEX7 DEVICE ~ ~ OR EOL ~ ~ ,~qCP, MODULEOR ~C~ t0 ~ I F rvAciopv r ) . ~ PREVIOUS fNSTAtLEO DEVICE JUMPERS (y~ HORN HORN/STROBE SiROBEONLV -v()l . ~ Two-wire system, eny mix of models, wired farTANDEM OPERATION. Tandem Operation Independent Operation HORN ANO 57ROBE !#CTfMY . ippNS INSTALIFD JUAVERWYtESI r+- -f-1 TQ NEM FlORN - r TE. Strobes must be NOTE. EOL { ) ~c , pON9lBd (OfflOlflOfBlBY.'lll. 19 NEXT Sm09es FR M FACP, ~ E E MODULE OR ` PREVIOUS DEVICE shawn Lr 1 NOTE. 8laek wire as br superrision of ~nrpclion DONOTalbwsfnppedv.ire i.= betls ro enbM hayord swimh Mualrg. DO NOT bqa wires. - Homs silenced over two-wire eircui4. • Any mix of horn/strobes or strobe-only devices is acceptable. • Horn control connects to interruptible power source. nqouLei I I ~ ~pX11pL ~OIIT \ TO NE1T FpctrAkrl OENCE NAC 1~~ ~ IDxe ~ a00ui ON EOL ~ I ~ ~CZ 'Nx[x MESOF r ~nr~wt peviees wmomy w4ve s Ovr l i`_ . LL \HeenSimbE / A SnmM Only I I~ ❑ ~ o~uwe~orr I naou~ez r~Arn a IUC 1 (H - Ni1L 2 (-7- EOOU* ZOHE 1 SDNE OH EOL i~ J IN 0 l muez TEOU." > \L rone[r $pKVl1Mrt C XONNONLV \ OENCE suve s ave J ~a+wL ' L IEMNN EI10FF ~ _ AII SPBCIYAIB(I Mms, hoMSrrobes, L-. arM slroGBS wfll operateinsYnc. ror+ezr S'cINllnl OEN[E DIAGRAM NOTES: 7) Any miz of SpectrAlert horn/strobe, strobe-only, or hom- only devices is allowable for Zone 1. 2) No devices or horn-only are allowed on Zone 2. If no de- vices are installed on Zone 2, terminate EOL resistor at horn control terminal. i-i (H 1\ TT ~ T B I - I E~ O (-1 4~~ ~ Four-wire system, combo models, wired for INDEPENDENT OPERATION. (HOrn can be turned o(ial the panel while s[robes continue to operate.) . Temp 3 coding of Multi-Alert and PA400 sounders. NOTE: Strobes must be powered irom non-coded supp/y. EqDULE 1 ~ i A ~ FI~CP Wx i~oL O~~ -L~ ,I iONE]T ~e~ I OEVILE I ~ ~ ON fOL ~ IUC 1 ~ ~ OE \ i E ` . 2 mriE x ~ ~ tUC 3 roraxr tiw FVIOH OCE EOL OL suVF 5 Oui Fbms will ba '1£MP.JIIMPEHON t¢niMlBFCOdBd aM In sync. OF-51609 - Paqe 5 of 6 Z O ~ F ~ O W6 z ~ W Z ~ J ~ V 7 0 O 09 IL RED WHITE voMage candela avg' @ nam.VDC Ng' mw @ nom.FNR P1215 P1215VJ 12 15 124 167 NStrobes H P+z1s7s P,z,srsw 12 15175 ,sz ,e, or P2415 P2415N 24 15 78 98 P241575 P241575W 24 i5175 91 111 P2475 P24751N 24 75 148 167 P24110 P24110W 24 110 165 209 P241575K (wealheryrooQ - 24 1975 91 111 P2475K (Heatherpmoft - 24 75 148 167 P24110K (weatherpmoQ - 24 110 165 209 P2415A P24151NA 24 15 78 98 P241575A P241575N/A 24 1975 91 111 P2475A P2475NA 24 75 148 167 Canadian Models, p24110A P24110WA 24 110 165 207 Horn/Strobes P241575KA(weatherproot - 24 1575 91 111 P2475KA (weatlierpmoQ - 24 75 148 167 P24110KA (weatherpmoQ - 24 110 165 209 Spanish Labeling, M/S P241575F (FUEGO) 24 15175 91 1fl 51215 51215N! 12 15 114 157 5121575 S121575N1 12 15I75 142 171 Strobes S2415 52415W 24 15 53 80 5241575 S241575VJ 24 1975 66 93 S2475 52475W 24 75 123 149 S24110 524110W 24 NO 140 191 5241575K (wealheryrooQ - 24 1575 66 93 52475K (KeatheryrooQ - 24 75 123 159 S24110K (wealherpmof) - 24 110 140 191 52415A S24151NA 24 15 53 80 5241575A S2415751NA 24 15'75 66 93 S2475A 52475VJA 24 75 123 149 Canadlan Models, 524110A 524110WA 24 110 140 191 Strobes S241575KA (weatherprooQ - 24 1975 66 93 S2475KA (weatherpmofl - 24 75 123 149 S24110KA (weatherpmoQ - 24 110 140 191 Spanish Labeling, Strobes 5241575F (FUEGO) 24 15175 66 93 H12124 H12/24W 11124 W+ 121 23 12121 H12124K (v,eatlieryrooQ - 17124 W+ 12123 12121 Horns HC12124 (coded pov.er) HC12124W (coded poweo 12124 P1A 12123 12121 HC11I24K (wealherpmof, tor coded power) _ 17J24 NA 12123 121 21 H12124A H12124WA 17124 KA 12123 12121 H12124KA (weatlieryrooQ - 11124 NA 121 23 12l 21 Accessories w HC17124A (coded power) FiC12124WA (coded power) 12J24 NA 12123 121 21 MDL MDLW 11124 KA 16 24 SynvCircuit Module MDLA MDLWA 12124 NA 16 24 Small Footprin! Mounting Plate for Single-Gang ONLY S-Mp S-MPW NA rl4 Nf+ NA Surface-Mount Baekbox Skirt BBS BBSW NA W+ NA NA Unlversal Mounting Plate (replacement) p,Mp D-MPW NA KA NA NA Weatherproof Baekbox WBB - NA W+ NA RA NOTES: 1) Ganadian motlel numbers entl in 'n. z) Latm v.mencan moaei nu~nueia enu in F . o) ..GaM.....o,., use weatherproof backbox motlel WBB. 4) All SpectrAlert products are tlesigned for wall-mount only. 5) Installation of less than 75 cantlela strobes may be permissible under the epuivalent facilitation clause of the ADAAG (Sec. 22). However, it is the responsiDility of the person or entity tlesigning the fire alarm system to tletermine the acceptability of less than 75 cantlela strobes. 6) All 15/75 cantlela strobes or horNstrobes are recommended for 20' x 20' rooms or less. `For a complefe lisfing of SpectrAlert current require- menfs, please relei fo fhe Current Draw tables on page 2 of this document, or the Instrucfion Manual. Hom and hoMstrobe cunent draws assume the hom is set at Temp 3, electromechanical tone, antl high audibility. Page 6 of 6- DF-51609 Device T e Number of Devices Current Am s Total Current Am s Main Circuit Board 1 X 0.123 = 0.123 ADM-24 Q 0.006 = 0 RZA-5F Ci 0 0 AGSF (draws no current) C f 0 0 NACA-2F (1 max.) Q 0 0 2-wire Detector Heads Q x = 0 4-wire Detector Heads 7777F77 X 0 Power Supervision Relays 6 X 0.025 = 0' Additional Current Drew from 77776 77 X = 0 TB-4 (non alarm) SUM COLUMN FOR STANDBY LOAD 0.123 = AMPS Absalut+e Fire and Safety, Inc. 883 Parfet, Suite 3D Lekewood, Colaado 80215 24 BOUR EMERGENCY SERVICE 303-239-6t140 ~ ~p I I^Ef~~ Device T e Number of Devices Current Am s Total Current Am s MAIN CIRCUIT BOARD 1 X 0255 = 0.255 ADM-24 1 max. D i`:€ X 0.008 = 0 RZA-SF 1 max.) X 0.046 = 0 CAGSF (draws no current 4 ; X 0 = 0 NACA-2F 1 max. D•:: X 0.025 = 0 4-wire Smoke Detectors D! X = 0 Power Su ervision Rela s D€?; X 0.025 = 0 Notification A liances X 0.053 = 0.159 Notification A liances S: X ;;!Q M65 = 1.32 ADDITIONAL CURRENT FROM X > = 0 TB-4 ALARM CURRENT) SUM COLUMN FOR LOAD IN ALARM 1.734 = AMPS MS-5024 Battery Calculation "Since the current drews listed here can be edited, the user is fully responsible for verifying these calculations" Calculation in Total Sheet Page 3 Use the total standby and alarm load currents calculated in tables A-2A and A-26 for the following battery calculations Standby Load Required Standby Time in Hours Current (Amps) (24 or 60 Hrs.) 0.123 X 24i = 2.952 Alarm Load Required Alarm Time in Hours Current (Amps) (5 minutes = 0.084) 1.734 X 0,D84; = 0.145656 Add Standby and Alarm Load for Required Ampere Hour Battery 3.097656 Multiply by the Derating Factor of 1.2 TAmpere Hours Required = 3.7171872 The batteries can be housed in the panel cabinet The panel is capable of charging the required batteries min= The total NAC output current is within the limitations of the panel Spectronics MEA O Spectron i cs ~ SG-32 Series ePProved Manual Pull Stations CSFM ~ . Signal Initiating Devices Listea Overview Spectronica' SG-32 is a high quality, die-cast metal Fire Alarm Pull Station available in either single or dual-action configuratione with SPST awitch, and either wire lead or terminal etrip connectiona. The normally open contact, which closes when the pull station is activated, is rated for 1 Amp Q 125 VAC or 30 VDC. The contacts are gold plated to avoid the riak of corroeion. All models in the series have been tested by UL for compliance to the lateat requiremente of the Americans with Disabilities Act (ADA). Features and Benefits ♦ ADA compliant ♦ Single or Dual action ♦ Wire leads or terminals ♦ Optional Pre-alarm (SG-32P3) ♦ Flush mounts on a single gang boz ♦ Surface and Weatherproof bozes optional ♦ DPST switch available (SG-32AX) ♦ High-gloss Red enamel finish • Attractive rounded corner deeign ♦ Break-rod Option included ♦ Hey Lock Reset (CAT-16 Key) ♦ Three year warranty Operation The SG-32 Seriea is operated by aimply pulling the handle on the front of the station as far down ae it will go, at which point the handle locka into place and is eaeily visible from up to 60 feet. The handle is reset by opening the atation with the key, placing the handle in the normal upright poaition and re•locking the etation. On the SG-32 Dual Action modele, the Push bar rotates inward allowing the Pull handle to be graeped in a one- handed mation. Model SG-32PS is supplied with a General Alarm Key awitch mounted behind the Pull handle. The key ewitch is not acceasible until the Pu.ll handle is activated, at which point a pre- alarm is tranamitted to a remote location within the building. The pre-alarm notifiea authorized pereonnel to investigate the alarm. If the alarm is an actual fire or emergency, an authorized person initiatea the building evacuation syatema by inserting the General Alarm Key into the key ewitch and turning it to the alarm poaition. Mounting The SG-32 series may be flueh mounted on a standard 4" aquare back box with a aingle gang adapter ar it may be mounted to a eingle gang device box. The SGB-32S etamped metal back box is available for indoor surface mounting. The SGB-32C die-caet metal back box is available to provide UL liated outdoor aurface mounting of the SG series manual etatione. It is tapped on one end for conduit entry and includea a gasket set. Both the SGB-32S and SGB-32C back boxea have the eame high-glose Red finish ae the mannal pull atatione. ~ ManuPactured Por Spectronice SPECTRONICS~ Approvale/Listiage by Spectrouics . O Life Safety Systems Catalog Sheet SID-3-96 Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 10/24/02 Job: 1103 FAX: 303.467.9384 RE: A-1 Pattern 4840 Van Gordon Wheat Ridge, CO 80033 TO: Wheat Ridge Buildin De anmenc 7500 W. 29 Ave. Wheat Ridge, CO 80215 ATTENTION: Darin Morgan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date Description 1 7/25/02 Pad footing rebar observation 1 g/2g/p2 Tilt-up panel rebar observation 1 10/18/02 Steel/weld observation THESE ARE TRANSMITTED as checked below: For approval ❑ For your use Z For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti B~'SN `Cc N 'INY CONSULTING STRUCTURAL ENGINEERS FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE WEATHER: OBSERVER(S): REMARKS: Glenn Massarotti July 25, 2002 A-1 Pattern Foundry 20306 July 23, 2002 TIME: 85 degrees, Mostly sunny Allen Zachry 11:00 a.m. The purpose of this observation was to look at reinforcement placement for the interior pad footings on the above referenced project. At the time of the observation the perimeter footings and stem walls were in place. The reinforcing bars for the interior pad footings were in place at the time of our observation. The footing reinforcement appeazed to be the proper size, quantity, grade and spacing. The reinforcement also appeared to be clean. Some debris (including unused rebaz chairs) was noted in the bottom of the forms. This debris should be removed prior to concrete placement. If you have any questions or we can be of further service, please give our office a call. Bush Reese & Company ~ " - Allen Zachry, E.I.T. Patrick A. Bush, P.E., C.C.E. Project Engineer Review Engineer 677 S. ColoraJo 61N d., Juitc 100, Denvcr, Coluradu 811246-(303)715-3838-1303)7I5-9331 faz o-mail - pbbrra:qwest.net Pt /sN Rr ~ C ~ o r CONSULTING STRUCTURAL ENGINEERS FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE: WEATHER: OBSERVER(S): REMARKS: Glenn Massarotti August 28, 2002 OCT 24 A-1 Pattern Foundry 20306 August 26, 2002 85 degrees, Sunny Allen Zachry TIME 10:30 a.m. The purpose of this observation was to look at tilt-up panel reinforcement placement on the above referenced project. At the time of the observation the rebar and fornis had been placed for all tilt-up panels. The tilt-up wall reinforcement appeazed to be the proper size, quantity, grade and spacing. The reinforcement and forms also appeared to generally be clean. Some forms were noticed to have some accumulation of debris that should be removed prior to placement of concrete. If you have any questions or we can be of further service, please give our office a call. Bush Reese & Company ~ Allen Zachry, E.I.T Project Engineer ~ Patrick A. Bush, P.E., C.C.E. Review Engineer 6-- S. Culnrado Blvd.. Sui[c 100. Denscr. Colurado 80216 - (303)71 5_3838 -(303)71 5_9331 fax e-mail - azbrc(iuywesLnet `SN RF(;EIVr-:n FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE WEATHER: OBSERVER(S): REMARKS: Glenn Massarotti October 18, 2002 A-1 Pattern Foundry 20306 October 14, 2002 60 degrees, Mostly sunny Allen Zachry TIME 930 a.m. OCT 24 FAI. Per our contract we have performed a field observation for the above referenced project. The purpose of this observation was to review the structural steel for general conformance with the Structural Drawings. At the time of the observation all structural steel and steel deck was in place. The contractor was in the process of installing miscellaneous mechanical piping. All steel joists appeared to be the proper size and located at the corcect spacing according to the structural drawings. Joist girders also appeared to be the proper size and located conectly. The columns appeared to be the correct size. Steel deck seemed to be in general compliance with the structural drawings. Deck welds and fasteners looked to be the proper size and spacing. The deck has been fastened at the perimeter using #12 TEK screws in lieu of puddle welds. This is an acceptable modification. (ii i S. Cnluradu 131%d.. Suilc IIIII. Ucn% cr. Culnr:l Ju 811246-(303)7I;;-3838 -(303)715-9331 fax c-mail - pbbrcdypccsLncl CONSULTING STRUCTURAL ENGINEERS A-1 Pattern Foundry Job #20306 October 18, 2002 If you have any questions or we can be of fur2service, e give our office a call. r,'!! v;liiBush Reese & Company ~ Allen Zachry, E.I.T. Patrick A. Bush, P.E., C.C.E. Project Engineer , Review Engineer 2 BUSH REESE & COMPANY Consulting Structural Engineers Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 FAX: 303.467.9384 Date: 10/09/02 Job: 1103 RE: A-1 Pattern ,"1tsn Gardon 1Nheat Ridge CO 80033 TO: City of Wheat Ridge 7500 W.29 Ave. Wheat Ridge, CO 80215 ATTENTION: Darin Morqan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other 0 Copies Date Description 1 7/24/02 Concrete test pad footings THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ~ For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti I09/23/02 MON 10:24 F.aS 303 202 9884 A OVE PATTERN GEO-teknica Engineering, /nc. Concrete Testing Form P.O. Box 266, Franktown, CO 80116 Ph, (303) 660-0300, Fax (303) 660-3615 GEO-teknica Job No: 02-8012 CONSTRUCTION SITE ADDRESS: 4840 Van Gordon Street Phase 1 Lot 4 Nichols Gardens Subdivision Citv of Wheat Ridqe Jefferson Countv Colorado OWNER/BUILDER NAME ADDRESS: A-1 Pattern 1365 Harlan Street Lakewood CO 80214 I/we hereby state that tests were made as indicated below and that the items tested were found to be in substantial compliance with the plans and specifications designed for this project and the site where iY is constructed. See attached testing reports Date Technician 07/24/02 CONCRETE TESTING NF Reviewed and Approved by: Z00'? Paul E. Hoskins, P.E. 09/23/02 ~ I MOV 10:25 F:11 303 202 9884 d ONE PATTERN GEO-teknica Engfneering, Inc. Concrefe Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 07-24-02 Job Number: 02-6012-3 Project: 4640 Van Gordon Street Placement Location: Flatwork SOG Pads Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bro Truck 115 Mix Design: MD123514 Concrete Specifications Design Strength: 3500 psi @ 28 days Slump (in): 2-4 Pield Observations Time Sampled; 06:00 Slump (in): 3.5 Air Tempereture: 69°F Concrete Temperature: 720F Arrival Time: 05;30 Placement Time: 06:00 Air Content 5 - 7 Air Content 62 Water Added: 0 gaL Com ressive Stren th Testin ~ i A e Da s Break Date 7 07/31/02 ~ Cylinder Diameter in 6.0 Compressive Load ibs 82550 Compressive Stren th si 2920 28 08/21/02 28 08/21/02 ~ Hold I 6.0 6.0 6.0 99760 102290 3530 3620 - ~ Progress Report The 7 day strength, 2920 psi, is approximately 83% of the design strength, The average 28 day strength, 3575 psi, exceeds the design strength. Field Technician: N. Fintel 4') XLM~aa~ Rewewetl by: ichael VV. Klausner, EI.T. Z003 EFPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14604 BUILDING INSPECTION LINE - 303-234-5933 Date : 10/8/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: A-1 PATTERN Property Address : 4840 VAN GORDON Contractor License No. : 17893 Phone: 303-425-6678 Company : Cleary Fire Protection, Inc. Phone : 425 6678 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cedify that the setback distances proposed by this permit application are accurale, 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 respon ility f c mpli nce with the Wheat Ridge Building Code (U.B.CJ and all other applicable heaC' g~or bances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ~ ' ~ DATE /O//OG~ Construction Value : Permit Fee : Use Tax : $0.00 Total: $0.00 Use : Description : INSTALLA-PlION OF FIRE SPRINKLER SYSTEM IN ACCORDANCE W ITH NFPA 13 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ZaningW4,0inmants:; Approval: Zoning Approval: PubiJFNVla'r,Rs Ci>.mments: Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to ihe Zoning Regulations and Building Code of Wheal Ridge, Coloredo or any olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within sinty (60) days from issue date or (B) the building authonzed is suspended or abandoned for a period of 120 days. (3) I( this permit ezpires, a new permit may be acquired for a fee of one-half lhe amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not ezceeded one (t) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change ihe naWral9ow of water causing a drainage problem. (5) Contrectar shall notify the Building Inspedor hventy-four (24) hours in advance for aIl inspections antl shall receive writlen approval on inspeclion card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcalions shall not be consirued to be a permil for, nor an approval of, any violation of the provisions of ihe building codes or any other ordinance, law, mle or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~~~~~~OIV Property Owner: / I i Property Address: 4W Contractor License No.: 0;' Comp / any: l~l[d; Building Perinit Number. ? q Date: ~ Phone: (300 Phone: OWNER/CONCRACTOR 3[GNATURE OF ULID&RSTAA'DING AND AGRE&&1ffiV'C I(uarby ceytifyThat tha setback distances proposed bytLis pearnit application aze sccucnTa, and do not violate spplicable ordiazaces, mtes or tegulations af the City of Whaat Ridge or covena¢ts, easemenfs or msfricfions of record; ihat ell massuraineNs shown, aad allegations msde are accureEe; iLaE I have raad aad agrea to ebide by all conditions prirSed on this applioatims sad that I assuma fu1L raapoasibi]iTy for compliaace with tha Whfd Rid6e Buildiu8 Code (CT.B.C) aad a(I other applicable Wheat Ridge Ordinwces/ fq y~o tmdei ' ermit (OWNHixCON'LRACTOIU:SIGNFD DATE lv/OIO d. Construction Value: Permit Fee: Plan Review Fee: T iar Tar TOt21: / c ~ J nAt((y f ~r' "V" i'1 n> c~ a~,la~,t( Description: lnf'{~c(,~fl+~l- BUMDING DEPARTMENT U5E ONLY SIC: Sq.Ft.: Approval: Zoning. ~±~i~i~ff?:~~: Approval: Approval: Occimancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expirarion Date: Eapirarion Date: Approval: Approval: Approval: (1) Tyiy pewit wae usued in accard+nce vrith the pm`nsioaa set forth in yrna applicaiion end'u subject W Ne kws of the State of Coloxado md to the Zoning Regulations and Butilding Code of Wheat NidHe. Colo[ado oi erry otha[ appl'un61e ocdinance of the City. (2) '[his pemut shall «pi[a if (A) Ne woxk auCnocized 'v mi wmmmced witSia saety (60) deya from issue date w(E) Ihe bvilding euthaized is suspadad or abandoned fox a peaod of 120 deys. (3) If this penmit expixe+, a new pezmit may be ecquirod for a fee of one-half the miuwt nomallY iaQuire4 ProvLded m chm6w have been ot wilI be made in the orignal Plaos and sPec,£iw4au and a¢y wPm.¢on or ab nron••,e.,thaz not exceeded rme (1) Yeaz. If r3mBsT heve Leen ar rt'svspmuan u aA.nn,,..mmc mccerds one (1) yeaz, fvllfers s1uR be paid fox anew pemic (4) Noworkofaaymenner%1Wlbe domth%t willche°g°themdxalflowofwatescsusiqqadminagepmblem. (5) ConGactox shall notiFl tbe BuildinH InsPector twenh'fout (24) hrnm in advence foi all iaspeclims md shall xexive wriaea apprwal on insPection caxd befwe pcoceeding wiN smcessive phasrs of thejob. (6) The issuanee of a pennit or the apprwal of dnwinv} md +Pecifications 'h"u n°t be crostued co be a pemut for, aor an apprwal of, as/vidation Mtke pmvisione ofthe buildin6 codm or a¢y o[hac ocd'nieno4 law. xule ocxegula4on. (~'h1Ef Blllld1Rg Ti15pCCt02 PLRNNING $ PW Fax:3032352857 ~*c Transmit Conf.Report ~1< P.1 Rug 16 2002 08:30 Location Mode Start Time Page Result Note 916123164159-/121 NORMRL 8/16,08:30 1'47" 5 ~ 0 K City a f" W ti caat FZ jd-ge f::elx _rra nsrnittal 7500 West 29V' Avenue • Wheat Ridge, Colorado 80215 Planning• Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phane # (303) 235-2861 FaX Phone # (303) 235-2857 DATE ~'!d -oz- Name: Organization: Fax: Phane: From: Divisian: Subject: # af Pages: t~s~3v Planning;K Building ❑ Engineering U . Commenfs: City of Wtieat R;d ge F:SX T ra n s rnitta i 7500 West 29'h Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE ~'l b~ ~O Z- Name: Organization: Fax: Phone: From: Division: Subject: # of Pages: Comments: /~Ke-;Q &--gr c- , ~ ~ ~ s.~ t,,., r,~. ~ , Planning;K Building ❑ Engineering ❑ .Gl I Lzm"- Original to follow in the mail ❑ Yes ~o 7500 West 29th Avenue The City of Telephone 303/ 235-2846 FAX 303/235-2857 August 12, 2002 A-1 Pattern & Foundry 4840 Van Gordon St. Wheat Ridge, CO 80033 To Whom It May Concern: We hereby certify to you the following: (a) The 28,800 square foot office/warehouse building to be constructed at the above referenced location (the "ProjecY") will comply with all local ordinances and regulations regarding (i) the area, width or depth of the land on which the Project is to be located; (ii) the floor space area of the Project, (iii) the setback of the Project from the property lines of the real estate on which the Project is to be ]ocated, as legally described Lot 1, A-1 Pattern Minor Subdivision; and (iv) the height of the Project. See Section 26-220(B) Light Industrial District Development Standazds of the Wheat Ridge Code of Laws (attached). (b) The Land is classified Zone I(Light Industria] District), pursuant to which the Project may be used as a office/wazehouse building without the need for variance or exception. (c) The Land complies with all applicable subdivision and platting requirements and may be sold as a separate parcel. (d) There are no other known environmental or land use regulations or special exceptions or variances applicable to the Project or the Land. (e) The Land is not located in a flood plain. ( fl The Property/Proj ect is located within the corporate limits of the City of Wheat Ridge and that all utility services are available to said property, including water, drainage, storm and sanitary sewer, electric, gas and telephone. Sincerel , Meredith Reckert Senior Planner c: zoning log City of Wheat Ridge oF Wr~Eqr Planning & Developmen[ { P 7500 W. 29" Ave. ° Wheat Ridge, CO 80215 u m 303-235-2851 www.ci.wheatridge.co.us c o ~CORPD Sec. 26-220 Light Industrial District (I). A. Intent and Purpose. The intent of this district is to permit the use of previous Industrial (I)-zoned property for commercial and light industrial uses. Rezoning to Industrial (I) Zone District classification shall not be permitted; however, existing Industrial (I)-zoned property may be developed and used in accordance with provisions set forth herein. B. Development Standards: 1. Maximum height. Fifty (50) feet. 2. Minimum lot area. No limitation, provided that all other requirements can be met. 3. Maximum lot coverage. Eighty percent (80%), with a minimum of twenty percent (20%) of the lot being landscaped. (See section 26-123 for definition.) 4. Minimum lot width. No limitations, provided that all other requirements can be met. 5. Front yard setback. Fifty (50) feet minimum. 6. Side yard setback. a. Principal Permitted and Accessory Uses: Five (5) feet per story minimum, except as follows: (1) Zero setback where structures are constructed of masonry or nonflammable material and in accordance with the Uniform Building Code. (2) Thirty (30) feet where adjacent to a dedicated public street. (3) Where a side yard abuts property zoned residential, or where zoned Agricultural and there is a residential structure within fifteen (15) feet of the commercial property, a five-foot-per-story landscape buffer meeting the requirements of section 26-502(E) (Landscape Buffering for Parking Lots), shall be required. b. Special Uses: The minimum width of side yard shall be twenty- five (25) feet except as follows: (1) Thirty (30) feet where adjacent to a dedicated pubiic street. (2) Seventy-five (75) feet where a side yard abuts property zoned Residential, or where zoned Agriculturai and there is a residential structure within twenty-five (25) feet of the industrial property. There shall be a six-foot-high solid decorative wali or fence and ten (10) feet of iandscaping adjacent to the property line. (3) Where a side yard abuts a railroad right-of-way, no side yard setback shall be required. 7. Rear yard setback. a. Principal Permitted and Accessory Uses: Ten (10) feet for a one- story building and an additional five (5) feet per each additional story thereafter, except as follows: (1) Any rear yard which abuts a public street shall have a minimum setback of fifteen (15) feet for all structures. (2) Any rear yard which abuts a public alley shall have a minimum setback for all structures of five (5) feet from the edge of the aliey. (3) Where a rear yard abuts property zoned Residential, or where zoned Agricultural and there is a residentiai structure within fifteen (15) feet of the commercial property, a five-foot-per-story landscaped buffer meeting the requirements of section 26-502(E) (Landscape Buffering for Parking Lots), shall be required. b. Special Uses: The minimum depth of a rear yard shall be twenty (20) feet except as follows: (1) Thirty (30) feet where adjacent to a dedicated public street (2) Seventy-five (75) feet where a side yard abuts property zoned Residentiat, or where zoned Agricuitural and there is a residential structure within twenty-five (25) feet of the industrial property There shall be a six-foot-high solid decorative wall or fence and ten (10) feet of landscaping adjacent to the propeRy line. (3) Where a rear yard abuts a railroad right-of-way, no rear yard setback shall be required. 8. Parking requirements. See section 26-501. 9. Landscape requirements. See section 26-502. 10. Fencing requirements. See section 26-603). 11. Sign requirements_ See Article VII. decorative wail or fence and ten (10) feet of landscaping adjacent to the property line. (3) Where a side yard abuts a railroad right-of-way, no side yard setback shall be required. 7. Rear yard setback. a story ' bu'ild ng and an add tional fi es(5) f et per~ each additional story thereafter, except as follows: (1) Any rear yard which abuts a pubiic street shall have a minimum setback of fifteen (15) feet for ail structures. (2) Any rear yard which abuts a public alley shall have a minimum setback for all structures of five (5) feet from the edge of the alley. (3) Where a rear yard abuts property zoned Residential, or where zoned Agricuitural and there is a residentiai structure within fifteen (15) feet of the commercial property, a five-foot-per-story landscaped buffer meeting the requirements of section 26-502(E) (Landscape Buffering for Parking Lots), shali be required. b. Special Uses: The minimum depth of a rear yard shall be twenty (20) feet except as follows: (1) Thirty (30) feet where adjacent to a dedicated public street (2) Seventy-five (75) feet where a side yard abuts property zoned Residential, or where zoned Agricultural and there is a residential structure within twenty-five (25) feet of the industrial property There shall be a six-foot-high solid decorative wall or fence and ten (10) feet of landscaping adjacent to the property line. (3) Where a rear yard abuts a railroad right-of-way, no rear yard setback shall be required. 8. Parking requirements. See section 26-501. 9. Landscape requirements. See section 26-502. 10. Fencing requirements. See section 26-603). 11. Sign requirements. See Article VII. decorative wall or fence and ten (10) feet of landscaping adjacent to the property line. (3) Where a side yard abuts a railroad right-of-way, no side yard setback shall be required. 7. Rear yard setback. a. Principal Permitted and Accessory Uses: Ten (10) feet for a one- story building and an additional five (5) feet per each additional story thereafter, except as follows: (1) Any rear yard which abuts a public street shall have a minimum setback of fifteen (15) feet for all structures. (2) Any rear yard which abuts a public alley shall have a minimum setback for all structures of five (5) feet from the edge of the alley. (3) Where a rear yard abuts property zoned Residential, or , where zoned Agricultural and there is a residential structure within fifteen (15) feet of the commercial property, a five-foot-per-story landscaped buffer meeting the requirements of section 26-502(E) (Landscape Buffering for Parking Lots), shall be required. b. Speciai Uses: The minimum depth of a rear yard shall be twenty (20) feet except as follows: (1) Thirty (30) feet where adjacent to a dedicated public street (2) Seventy-five (75) feet where a side yard abuts property zoned Residential, or where zoned Agricultural and there is a residential structure within twenty-five (25) feet of the industrial propeRy There shall be a six-foot-high solid decorative wall or fence and ten (10) feet of landscaping adjacent to the property line. (3) Where a rear yard abuts a railroad right-of-way, no rear yard setback shall be required. 8. Parking requirements. See section 26-501. 9. Landscape requirements. See section 26-502. 10. Fencing requirements. See section 26-603). 11. Sign requirements. See Article VII. DA7E V ' 1 ~s 7' Mame: ~,le n✓1 ~'e r re h Organimtion: ' 31 ip- yt " FcvG . Phone: From: e r~.dr fi'' D'nrisiom Planning J~ Building O Engineering ❑ 5ubjech # of Pages: ~ ' cover a Original to ~in(low in the mail 0 Yes ~No C 6STV91i,7916 ] C 'Xej a}owai }o uotIipu03 43ayD 7[ L'0'Q 7 61:ST ZOOL 9-T SnH a6-essaw >{OGuD T'd zsszGRa=:xVi I4d B rJNTM+It'ld A 0~ S ..6L,T Z£:OT`Si/8 ~tiWbON TLT/-/-6SSb9T£LZ9T6 aIoN ;jnsay a6ed aatl 4jelg apoW UOI}P30~ L£:OT z00L ST 6nti ti'd ,k,k '4-...ioda:~-j - ~uoD '4-t wsu~e...il >k>I< LS8LSELM:Xpj md '8 9NINNti-Id (`nmmpniT_ '0 Cr~"~~ ~~evk, PLRNNING & PW Fax:3032352857 Check Messaga P.1 Flug 13 2002 15 :19 C D.0.7 ] C Check condition of remote Fax. ] C 916123164159 ] oj.l) sgA ❑ pow ey4 ui nnolla} o; leulBiap rA" -11'4 -f'a7 , ~ p aanoa uipn~ ~ I - :RuawuaoO :sa6pd }o # :~elqnS :uoisInid :waj p BwjaawBu3 ❑ Bu►pl!ng 6wuuold ~ .'P-Y-o ~a t.~~ .^~!G^var' :auoyd :xnJ :uorziuoBip :auioN -lo_ s, . g ~va L58L-5EZ (£OE) # Ouoyd 'C°a L98Z'9Eb (SOE) # auoyd :Buuaauisu~ 9S8Z-gEZ (£0£) # auayd :Bwp~in8 4t,8L'qEZ (E08) # auoyd :Buiuucld 9 LL08 oPpjolao 'e6pili ;004M . anuany ,bZ +OM 005L , City f wheat R;dge o Trans FaX "n'ttal 7500 West 29~' Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE 8 " 13 -v z Name: Organization: Fax: Phone: From: Division: Subject: # of Pages: Comments: jen✓1~~2v Grz -3t b-y1" 2 `c4(( ~ Planning ~ Building ❑ Engineering ❑ ~ - / (Including coverpage) 'q' ; Original to follow in the mail ❑ Yes ~No 07/02/02 TUE 09:18 FAZ 303 202 9864 A ONE PATTERN 10001 "SERVICE AND DEPENDABILITY" A-1 PATTERN & FOUNDRY, INC. Wood, Mefal, Plaster, Plastic Pattetns and Models Foundry Service 1365 NARLAN 237-8626 LAKEWOOD, CO. 80214 Date: -7 2 02- From: I Jt?~ e Time: Number of Pages Sent: J To: w (Induding Cover Shrei) Company Name: Falc 30 ~ -Z 3S - Z Voice 303/237-8626 ICaII it tmal numbu of pages m no[ rettived.) Fax 3031202-9884 Notes: 07/02/42 TO$ 09:18 F.AX 303 202 9884 A ONE PA'1TEHN July i, 2002 This letter is to inform the City of Wheatltidge that there is a red line change to drawing detail which encumbers median in parking lot and landscape detail, which would be in accordance with landscaping and parking space allocations for site. This site property is lot 1 of A-1 Pattern Co., 4849 Van Gordon St Changes consist of removal of 2 center is]ands, (2 of 5), and enlarging square footage to equal the sum with 3 islands. This being done would benefit the appearance of the landscaping by allowing gowth for larger trees and not consuming parking space. Also, this would aid in fire department abiiity to maneuver. 5incerely, y ~ , L ' 4 r i 'x ~j- ~ Qooz INells Fargo Bank, N.A. Real Eshate Services MAC# N9307-020 7900 Xerxes Avenue Soufh ~ Suita 205 8loomington, MN 66439 Facsimile Cover Sheet Date: Number of Pages: ✓ (including cover shest) MESSAGE TO: Location: Fax Number: From: ~ . Katie Ahlstrom 612/316-4153 Shawn BeatUe 6121316-4151 Marlene Dieterich 6121316-4149 Joe Giuliani 612/316-2608 John Hemmesch 612J316-4152 Kerri Hiniker 612J318-4780 Julie Koehler 612/316-4158 Annette Kren el 612/316-4293 Rose Mu h 6121316-4155 Jennifer N ren 612/316-4154 { t..i t Steve Paulsen 612/316-4156 Russ Peil 612/316-4147 Marc Saddler 612/316-4779 Ron 5amilo 612l316-4806 Glenn Sansbum 612/318-4148 Peter So 612/316-4150 Chris Stinson 612/316-4146 An ela Wafter 612l316-4157 FAX 612/316-4159 if you experience transmission problems with this document, please call 612/316-4164 or 4155. Thank youl i001n NW NNVH 092IVd S713A1 65T69TEZT9 %Vd Zf:ET ZO/GO/80 Comments: C(/~J- 6cfn~~ w/ ~'16Lf'✓ au- July 23, 2002 City of Wheat Ridge Planuing & Zoning Division 7500 West 29"' Ave Wheat Ridge, CO 80215 Phone: 1-303-235-2855 Fax: 1-303-235-2857 RE: Zoning Letter Request A-1 Pattern & Fonndry 4840 Van Gordon St. Wheat Ridge, CO To Whom It May Concem: Please provide a zoning compliance letter for the above referenced property as VJells Fazgo plans to close a loan on this propeity on July 27, 2002. For your benefit, attached is a copy of che compliance letter format to be used. Please indicate if the property is located within the coiporate limits of the City of Wheat Ridge and that all utility services are available to the property, including water, drainage, storm and sanitary sewer, electric, gas and telephone. Also, please indicate if the property complies with current zotring regulations and if there are any set back requirements for said property. I would geady appreciate it if you can fax the wning letter to me at (612) 316-1159. If you bave any questions, please call me at (612) 316-4154. Sincerely, Jennifer Nygren Metro Commercial Real Estate attachment ZOOm 1SK }IxV9 09NVd S'I'IaAi 65T69TCZi9 %Vd Z£:Ei ZO/LO180 FORM OF ZONING LETTER TO BE TYPED ON CITY LETTERHEAD Date: Wells Fargo Minnesota, N.A. Metro Commercial Real Estate Attn: XXX N9307-020 7900 Xerxes Avenue South Bloomington, MN 55431 RE: Project of XXX (Project Address) To Whom It May Concem: We hereby certify to you the following: (a) The XXX square foot officelwarehouse building to be constructed at the above referenced location (the °ProjecY') will comply with all local orclinances and regulations regarding (i) the area, width or depth of the land on which the Project is to be located; (ii) the floor space area of the Project, (iii) the setback of the ProJect from the property lines of the real estate ort which the Project is to be located, as legally described ; and (iv) the height of the Project. (b) The Land is classified Zone , pursuartit to which the Project may be used as a office/warehouse building without the need for variance or exception. (c) The Land complies with all applicable subdivision and platting requirements and may be sold as a separate parcel. (d) There are no other known environmental or land use regulations or special exceptions or variances applicable to the Projed or the Land. (e) The Land is not located in a flood plain. (f) The Property/Project is located within the corporate limits of the City of XYZ and that all utility services are available to said property, including water, drainage, storm and sanitary sewer, electnc, gas and telephone. 5incerely, City of XYZ 7itlelposition £OOCn NIY NNVH m2Nd S'I`I3M 69T69TEZT9 %Vd Zf:ET ZO/LO/80 TURN KEY GENERAL CONTRACTORS, INC. September 5, 2002 Mr. Darin Morgan City of Wheat Ridge 7500 W. 29th Ave Wheat Ridge, CO 80215 Re: A-1 Pattern, 4840 Van Gordon Dear Mr. Morgan: Steve Aberle has decided to add (6) skylights. We would like to amend the existing construction plans and permit to include these skylights. A floor plan is included, showing the approximate locations, along with attachments, detailing the skylight construction. If you need any fixrther informatioq please let me know. Sincerely, Turn Key General Contractors, Inc. u `G~enn Massar t i 4894 VAN GORDON, SUITE 305 WHEAT FiIDGE, CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 _..W.. .,.m,a....,....aa.snw.wwA..mw....w. . ~ , p h i ~~fi~..;~!gr M '.s I~,4.rd.l~~„ro ~k..~^a,.:~~.eeU.Ma~lw~'~ .s1-~~~n~r avER _ BACKER RCID A WAS rE SERVICE d ~ VAR1 ES PIPE, SIZE F CAB- CDNC S 4 pN-GRADE i i r - ~ *vi t .1 - gj I I - .~;4 I ' ,5 3 ~ <q~ 5 .5 6 7 ~ ~ • ' ' a44 -0 FCF_XIBCE FOAM i N i ~ , Pt AS rr~ WRAPPEl7 ARp~I A , a0 -0 a0 -0 . SERVICE OR WASTE PIPE ~ ao -o ao -0 20 ~ , " ~ " ( ~ r ~ M SO `0 ~ ~ ~ q i ~ scA~.e.~ > ua - t -o - - A ~k . ~ 4 ¢ ~ i E' i ~ ~ t I . DAAXN I i?~ ~ OI ~ ~ s fl 9 " ~ ~ R~ ~ i~ ~ ~ E ~ ~ ' i ~ ~ ~ I r ~ ~ F ~ 9 s , • 4 g •--j---- ~ i~ ~ j M s ~ ~ ~ ,y ~ a c ~ ~ ~ 1 I i a: • ~ ~ ~ ~ , k ~ A ~ I I , I ~ ~ I ~ P ~ ~ ~ _.__-_._.______..___i.___..._-._.._. _-_.__-i......_. _..._..._.__-.r.._.j_.___._.._._,...__._......... C ~ ( i ~ I i i t ~ ~ I I I~, i ~ CAtitK OVER { ~ ~ 9ACKEA A00 ~ ! ~ F-2 OCCUPANCY i I , i " 1 d 7 W~ ~ SFHINKLERfD ~ ~ ~ FAN . FLR . E~.~V . 1~O -O i~ ~ I ~ ~ ~ ~ T M U 77.75 ~ , E r ~ ~ i i~ ~ A00 ~ ~ ~ i ~ ;F ~I I ~ ~ 9EAW. LINE _ _ _ _ - _ ~ ~ ~ ~ ! ~ i .hg I i > I I S r I tl ~ w @• I " I ~ ~ p ~ " ~ u ~ i A pp i ~ ~ b r I N ~ I ~ ~ 7 il4 r ~ ,,r ~ ~ " " f ~d i ~ ~ - - ~ ! NR FIRE AAT D ~ 0 t~OA i ~ aD ~ E ~ / i ~ ~"I , ~ TOILET TOSL.ET,$ ~ ~ • ~ i ~ .H PARTITION TQ E300F ~,i ' ' a.v. .v. 1 ~ ~ ~l_. S AUCTUAE - 5!G TYPE X , ~ I ' QF 6" STEEL g DJw. EA. SDE p .9 N - ~ SUDS, SERI. ONPLETELY I Y,C.T. ~I" • ~ TOAT~T SAVIgUST 5T A ND sTEEI ~ IBTS. CDLIECTION SYS EM ~ v , . T . CDFF E ~ . BY OwN~A ~ ~ y~ ~ i ~ ~ ~ ~ µ . e ' _ ~ ,y,...~ - _ _ F ._r......_.._._-- R i0 -3 r ~ ( V. .T. TOILET ROOMS: ~ ,~W~ ~ ?,Y2 Sf ~ ~ GARB BRAS 35 A.F,F ~ , 42 SIDE BAR, 30 . CND ~ ~ f-1 OC GWA~Y ~ 8ACK BRA, T,P, MOLD L RED ~ ~ " " " _ SPNIN LE f- C U Y r„ , ~o x4~ NIRRQA w/ ~ _ _ _ . CAUUt OVER , 2x4 Sl1SP. S R NK~.~' ~ + SAT EDGE AT 38" A.F I BAt~ AOO ACQUa~TICai. ~ ~ T i-HOWA FIRE RATED ~ H,C. ACCESSABLE lAV CEILING A '-0" ODA 'SEE TYP.INTERIDR EL A -Q A,F,F., 3 TYP. IN OFFICE ~ , . ~ i I 4~p - - a - , G ~ i ~ S~ ~I I ~ ~ I ~ g.4 . p~ .q ~ -4 9a ~p 1 ~ i ;i ~ P ~ I e i i I i ~ 1 ~ ~ i ~ ~ ' I ~ . ~ • I~ I. i ~ ~ ~ ~~c~ ~ I i ~ ~ ~ i ~ ~ I twat ~ L~ I i ~ i ~ i ~ ~ Y, i r►~t twEp 41 8+i A40 " ~ t~ A' B "'0 Aa -6 i r / r i ' \ ~ ~ ~ y ~ , SLQEE WALItS //~//A~/~` ~ / ~ ~ ~ f 8U / ,WlAR1JR / / / / % ~ r~ . ~ V\ J/ / ; / '~/V~ ~ ~ Cf~C~:I'E ~ . ~ v ~ ~ ~ ~ v ~ ~ I /i / % ~ l l ~ E SfA~CT. ~ a . ~ ~ ~xr PA.~N? am ~ ~ ~ 9 q a O ~ ~ ~ ~ ~ ~ 71 J C" A,IA, ti : ~ V • • ~ ~ ~ i • ~ f DA qI " B'/S rER ♦ ~ ~ T t 1 f1JA. TANS D.1~'. I ~l S, S, GRAB BAR :A, ~ ~ ~ ~ ~..._.E1 S.S. 6+~8 BAR ~ ~ ~ ;r , ~ rYP1C~t_ ~ . ~ .7, _ - - - _ IERNA III~~ ~ L Q N ~ 11 rrt~ fr~P r N JASC0 i ~ IeO~ w. WAN" UMi1 u WWI" N' i i ONIMYP pwl~li Oa T- _...TfiT. I NORTH Now go up Ko. ollu coo A P / w+~ r mi ; 1 ~•R • III Eih W MAk. Alr1 ~j w w w t N nY i~~~~~~ I r~ tr1 IWf. TOfN WItA(t Al (1CPS UD WALL SECTION MALLS . ~ NAU AVnC cAVArow--- » 2 „g» „9. » o+ ooa w o" a M wi vv p" woo n a rr6utA vrNrz COVE FIL EA TYP. w u J ` . svAxP, oooupoev tic 'r DATE. 101912000 A-~ SCALE: 1/2 9 -0 T. P. ;taDER-- \_611 R.B. P-T.QAP BASE O COFFEE COUNTER va M ~ rYP, TOILET ROOM scacF spa ~ 1 -o SCALD; JAC • 11-0. SCALE 114' XMT +m~rrpaa4'^an;."~xms!s~„KecA*tte+r.~rw Via. r-:, ,.~,~u5'e~e-+Y(~., „ ?;~.:..~uh. ,TRt a.+,:cs~J, R~~~~,*+~'~'!°~,;i?Y.zt^~~As"~;1u~'nlexem~.tYO:~.~N-~'"@~~R~12N w. .v~P~KT,:; ~•,•,y„i ;y sr ,r DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14009 BUILDING INSPECTION LINE - 303-234-5933 Date : 6/11/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Properry Owner: STEVE ABERLE - A-1 PATTERN Property Address : 4840 VAN GORDON ST Contractor License No. : 18462 Roof : Stories Company : Turn Key General Contractors, Inc. Phone : 467-9667 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 wvenants, 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 wmpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) License No :21324 Music's Mechanical Description : NEW 28,800 SQ FT FOUNDRY- "FOUNDATION ONLY" UNTIL F.D. ACCESS APPROVAL. MELTER'S & EQUIP REQUIRE SEPERATE PERMIT & REVIEW. (ok to continue above ground construction per Steve-Arvada Fire 8/26/02) BUILDING DEPARTMENT USE ONLY ~ ~WNW, SIC : Sq. Ft. : Approval : MR OK PER REDLINES. 6/11102 Zoning : OK PER REDLINES. 6171102. OK TO CONTINUE ABOVE GROUND Approval : DM CONSTRUCTION PER STEVE (ARVADA FIRE) 8126102. . e ...p.,~ OK. 6/11/02 Approval : MJG Occupancy : Walls Electrical License No : 19555 Company :Viking Electric Expiration Date : 2/28/03 Approval : OK/KS Phone: Construction Value : $711,048.00 Permit Fee : $4,240.75 Plan Review Fee : $0.00 Use Tax : $8,532.58 Total: $12,773.33 Use: Residential Units : Mechanical License No : 17983 Company : Mechanical Construction, Inc. Expiration Date : 9/4/02 Expiration Date : 8/31 /03 Approval : OK/KS Approval : OK/KS (1) This permit was issued in accordance with the provisions set foM1h in yopur application and is subject to the laws of Ihe State of Colorado antl to the Zoning Regulations and euilding Code ot Wheat Ridge, Colorado or any other applicable ortlinances of Ihe Ciry. (2) This pertnit shall expire if (A) the work authorized is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, provided no changes have been or will be matle in the original plans antl specifcations and any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall he paid For a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a draina9e problem. (5) Contractor shall notify the 8uilding Inspector twenly-four (24) hours in atlvance for all inspections and shall receive written approval on inspeclion card before proceediing with successive phases of the job. (6) The issu of a permit or the approval of d2wings antl specifcations shall not be conslmetl to be a permit for, nor an approval of, any violation of the prpyyq ~the otles or any other ortlinance, law, rule or re9ulation. Chief Building I ector City of Wheat Ridge Planning and Development Department Memorandum To: FROM: YMeredith Reckert SUBJECT: Landscape plan DATE• August 19, 2002 By this memo, I have approved a modification to the landscape plan far the property at 4840 Van Gordon. In the western parking area, there were originally five landscaped islands. The proposed change involves removal of two islands and enlargement of three others to compensate. The quantity of plant materials required on the property (11 street trees plus an additional 64 trees or shrubs on Lot 1) has not changed, only the island configuration. C2 _ _ ~s. ~ .s.. - - - ~ 3 l ~ OrY ! l i l ,H. ~ ? ~ ~ lWHOL E I ~ ~5ITE it ;i COMMON ~ ir.l ` SYMBOL U7Y BOTANTCAL NAME I I ___--__Ji._._____..__... ~..----tvAM~_ lislzE_L__._.- NorES~_,) i ( 1 F , I APA RAXIt~1S A~RICANA AUTUMN w ~ IN PHASE ~ 2 CAL. I ~ AU1U~i PF~LE PURPLE ASH -j / ! 0 ~ QUERCU5 ~ BUR 60 f ~ ~ ~ 1 ~ MACPDCAWPA ; t~AK ~ 2 CAL. ~ ~I ! ~ F~AXIhAb, PEf+~YIV~IICA~ GREEN w i / GA I 2 CAL. ~ ! ~ ~ ~ ! 2 LANt~~.AiA ~ A5H ~ ~ E~ISt ~ ~ ~ i APR - 2 ~ 61.EOITSiA TAIACANTtN)S IMPERIAL ~ '.u' ~ ~ IH x ~ ' 2 CAL, l ~ ~ , • _ # ~ ~ I6~~ILS IMPEOI~..' HONEYLOCUST , ~ y. ~ • . g ~ ~ XISi ~ . • ~ 4840 VAN G0~ N ~ EMA SOABUS EUROPEAN 2`CAL. - _ _ ~ i OG-/5 5 , ! ~ AUCUPARIA ~ MOUNTAIN A5H # ~ l ~ ~ A``'TP=17.1 PR6P45F~ ~ i ~ T W. = 77 0 ud ~ ~ i ~ ~ ' , 9~ ~ .i _ i , i r ! o ~ ~ MANUF~ACTU~ING ~ , e o.~~ - 7 .50 h p ! ~ ~ a s - KOELREUTERIA ~ GOLDEN ~ ~ • ~ , , ~ ~ ! ~ _ ~ GRT -I 2 CAL. ~ ~ 1, ~ ~3UI~.DI°VG , ! _ l ~ PANICULATA RAIN TREE ( ~ , . , ~ 78 d5 ~ ~ ~ ~ ~ ~ ; ! r =77.71 I SPACE l ~ r , : ~ t~~ ~ i i PHASE 1 ~ i ~ !r x ~ ~ MALUS RAOIAN~ ~ ~ ~ ~ I ~ RC ~ ~ ~ ~ ! ~ ~ ! ! i i 2 CAL. 3 000 S.F'. SP. RADIANT CRAB ! ' ~ ~ ' ~ ~ ~~______.._..l ~ _ ~ i #I i; TOTAL DFFrCE ~H, 800 S.F. F TPRINT ~ 1 " , ~ ~ ~ ~ ~ETULA ~ ~ ~ AFrEA ..o~ ExC~PTIDN ! ( ~ i I ~ RMB ROCKEY ~ BETTER TO PLANT~i , ~ ~ ~ OCCIDENTALI5 MTN. BIRCH ~ CAL. LOW THAN HIGH ~ F" ; I ~ , 24 BUILDING HI. • I s 922 S.F. ~ 5 r o~ ~ , ail - ~ ~ ~ ~ r ! ~ i FFE-77.55 ~ FACTORY ACEA wAsATCH ~ ~ r>~ ~ , WM w-------f 2 CAI. I 1 ' r ~ it'i~ GROSS I TEAIgA FLODA AREA ~ ~ H i ~ i ('i ; ,q ~ GRANDIDENT ATOM MAPLE I ~i ~ i i„ . ~ ~ ' ~ p i~ ! ~ ~ ~ i ~ ! , I ~ u 2, 222 S.F. iG ~ i ~ 3 1 PINUS PINYON ~ r, ~ ~ SECOND FLDDA ~ ! ~ ~ PY 6 NIGH i ! ~ . ~ . ~ ~ ~ , ~ ~ ~ ' ~ ~ g i EOULI5 PINE i ~ 1 N ITUAvI ~ i ~ I~ ~ ill , ~ , ~ , ~ ~ ~ n; ~ ~ ~ I ~ . ~ ar l ~ ~ PINU5 PONOEAOSA ~ v ~ ' 6 S~ , ~ ~ ~ ~ ! ~ j , ,3,r _ ~ ~ ~ PONOEAOSa P N . • I i' ~ ' ~ _ I i ~ ~ , _ _ _ 1 6 ~ ~ i ~ 1,111 S.F. , T__.____ - _ ~ ~ ~ i E~ WI8E5 ALPINE ~ ~ ~ ~ AC ~ . ~ ~ 5 GAI.. I ' ~ I , ~ . ~ ~ ~ ~ _ i 'ii GROUND FLOOR ' ! i ~ . _ ~ ALPzNUM CURRANT ; ~ 1' _7 ~ ! j i = ~ ! ~ 9 ~ .y r, BC 7.50, - # ~ ~ ~ I .•r• . TP-17.71 I; OFFICE TP=77~ 71 ! TP=77 BC 77.50 ~ ~ LONICERA XYLOSTEU~1 ~ EMERALD MOUND ~ _ ~ : ~ ~ . ' ~ ! ~ - COMPA~,TA HONEYSUCKLE , ; 'r~ - ~ - k ~ ~ it' ~~g V/ ~ \ J ~i)6.! r~.'iS' ~ k 151 "t J 4rJ4 ` \ ~ I~. i , i Y~~ ~ ~_1 f ~ j p ~ .+y..._____L ii ~ 2 ~ pHYSOCARPUS ! GOLDEN ~ ~ 1 . , ' ~ P= ~s ; ~ ~ ; ; ~ T~7j - ~ i GN ~'''`'''`'-i r, ~ i 5 GAL. .l~ i ! ~ y,f=R ~-TP-77~~1 I~~1~ c4, cs ~ ~ I P- ~7.`I,$-''' 1?.2!-~ z i.IF S I ~ N ! ~ ~ ~ ~PH~y.w ~ i I i ~ ~ id. i ~ , i ~ 1 ~ ~ i ~ I'I ~7 ~1 J5 A6~€~US I ..BARK ~ t lt,i ~ ~ ~ ~ c ~ ~ I ; i'I ! ~ y ~b ~ ~ ~ ~ 5 SPA ~ /~i ! i i ~ i .._.._.....__........_..~._...._'1__.. ~ ~S f ~P ~ Cu.J V ' rt~~l f~ 1~ i 77 ~ ' ~ ~ ~ !i B Pt7TFN~ ILLA . JACKMAN S ~ ~ ~ , ~ ~ ~ y~ ! c ~ , ~ ~ I ~ ~ eI JP , 15 GAL, I t , ~ , I G Id.O ~a~ i 1 ~ ~ ~ ~ ~ i ~ f FRUIaICi~~ `JACKNANI POTENTILLA j ~ 4 ~ ~ ~ ` ~ - . G.J l ~ ~ f x ~ ~ r ' :r! ..p y - ; z _ < a KD CUANUS STOLO~IIF~AA i ~(ELSEY S i ~ ~ ~ ~ F 5 GAL, i > > ~ ~ ~ ! - . ' C i r . . 1 ~ . ~8 ! POTENTILLA ~ SUTTER'5 GDLO~ ; F' _ 7, BGP 5 GAL. ~ a I ~ 17.45 ~ ~ ~ti' i t i ~ i - ~ ~m _ a i 4? ! AABUSCULA POTEN . ILIA ~ ~ ! ~ ~ ; ~ ' ' ~ ~,i s 'I ( i ~ ~ ~ 11 I 1 1 ~r~ ~ I JUNI, E~~s C~INE~SISj OLO ~a~.~ ~ ~ , c ~ 1 ~~a E P ~ ~ ~ ~ ~ _I ~ ~ ~ ~ 6.5 ACE,.: _ ~C l Si ~ t t s, z~ r ~ DLO GOE.O ~ ~~N~ M_,-r ~ - ~ ~ I ~ _ . ~ , yyyL~'-- ry!~ Ly~~,wY! > asc - - a.,. Gr.., ( I ,3J i . -t _ 4 ~ t ~r ~ .fS...,_.._ . ...,u._.__....~__ , ~ ~ I ~II :W~ 1 v t_._ I_.~. l,r. - "yu yji. _ _ ".J ti ry/ j ~ ~ 3 ~ . _ I C Dili i i i ° td7 7 j_^~----f-^--r--- ltiar ____.S`- ~ y, 1 _ J 1 :n.~ _ q~~ ~ B1 TOTAL TRE~B ANO SHRUpS F"A5E ~i _ - _ 4 . , _ ry I C`i !h ! 1 ~ r 'f.. x - T T p~c.... , c s'~ aGTC ( i ~ ~ _ ~ ~ J-~ ~ ~ I , G ' ' G-71 ~ ~ - ~P ~S ~ `~~AC~S ! ~ a~ , tJ ; AL r. 5 A~(J ,~.h,..~.~ WFEO~E 5I TE1 ~ A ~ a, ~ , , ~ , ~ ~..W ~ , ; " , ~ 5 ~~~5~~ ~ ; ' ~ ~ 3 s _ _ ` a ~ ~ ! ~ ~ ! ~ ! i ~ , t , , i h ,r ~ ~ - ~ 'a 1 ~ , ! G-77.45 ~'`V` I ¢ - t _ ! ~ t m , - ~ : ~ , l~ LL ; . , , ~ ; _ , v PACES i ~ r ~ l' ra >r urwx r ~T ~ _ 1aalalELr ~rra VLANTIN6 ~ r ~ ~ ~ i ! ~ ~ ~ i i;~; r~ s i; i i i i i i i i i;:-~7 ! t i i i , ~ / ~ ~ C. I I r I I .{,1 ~ ~ ~ ~ - _ 1 1 I I _I t~ ~ n i~ ~ I I ! 1 I 1 I ~ I I y' 3 SPA ! ~ 7 v!"AU S ~ r-_ 1B ~p~ ~ 7 -rrr.l T I Z6! I 1~ ~r ~ l ~ _ ~ °a' ~ i ' ~ ~ . , r~,~ , , ,-f t~~ ~ ~ ' a ; ~ i ~ ! s i ~ ~ - - , ! ! SPACE5 i ~ i ~r ~ ~t;>< t ~.,I 1 ~ ~ o ~ ~ I ~ ~ 1 l ~ I ! I 1 I ~i .i~ i ~I I [ i ~ I ~ __L__1 ! . L__L__J__,.,_._J L. __11 1__L__L__.L_-_L__L__ _L...__l_._.J__J ,,~~:i T f+~ f1N5T wINIEN 3 P(l~ ~.-~i---~~= ~ _ 3 BC 77.40 , - , . ~ ~ ~ ~wou~ 1n SPflINr r ~ ~ ; ~ ~ ~LA~~ ~ ~ ! 6R;7 5.F. ~ ~r ! - s i;u~ya~ Nf1i81~; ~ u_ ;Y E ; ~ ~ W ~_~G I ~ ~ OFFICE ~ _VEIi1 " 5 ~ ~ ~ ~ PROPOSED _ ~ - ~ ~ ~ ~ ~ ~ AMAX,) 1' - s . '1 ' i,~'I S.F. FUTUr~~ ('NASA, ~ I L~AS~ ~ lD ~!Y Ml(~~ ATTACtI TO a a t.. _ ~ 9 0~ R i (1 Otis ~N sT~~ I ; , . OFFICE ! _ ~ BULGING r~ / 1, ~ ~ ` ~ r , ~ , ~ i NA~f . l2, 000: 5. F , ° ~ ~ f_._.._. ~ 7CDI ~ i N'PF~IVED ENUaI (E :~1] ; [ 9 i ~ ! ~uru~E PHASE s~HUVE 6UY w1AES AND P(S1S r ~ r ~ ~ ~ ~ 1 AFIEN o~ 66~rIr~ ~sa+ ~-ti-. 8, 170 S . F . WAREHOI~ ±3, 500 S . . ! ~ ~ , l~ f, (MIN.) ~ ~ ! I ~ , ~ ~__._5~ a' a~u~lo ~a~+ urn ~ I ! , ~ ~,~a~ ( ~ FF~ 16.00 [ ,.i j DISH OUTSIl1~ PTI FCA 1 ; _ ~ I ~ i ~ ~ -fir ~ ~ ~ ~ . PLaNis IN ~Dw auTEa t~s a. ...r........~...,......._....... ......,._...r.._.. ..r........._...~........~.....,.,~........~.~,~,,...._......._............~........... ` ~ ~ >i G = NDUi~nEn SIDES DI' f'LANTINF Pll v ! ~ ~ . i l ! ' ~ ~ . ~w.rr . ~+~rrrr , ..rir.ar.~ . ~rr.r. - ! 111-~~ ! i ~ ~ ~'EC1f1~0 8A(~tf IIi NtJ( ~ ~ o a _ ~ , . ~ 'I r.. _ ~ ~~Ilf - I, T ~ I .~~~~~~i~NOME atl. I~zNE aACMMA~D (i7~1NM ,ilj~~,f~"~ iii ~~r~~', 1iq rOP 2l3 t'F tllC~ /JdIMl10 6Ai.l _ _ . ~ I1 ~ , s. ~ ~ I ~ onolsTU~o SUIT. i i - i ~'x RUOt DALL wIOTN ~ h ' f, or CO~TAI~+ER TR~~ ~ ~ ~ ~ ~ ~ 20 NO SCALE ~p ! s... ! _ ~ - ~ u , . SCALE. ~ - 34 ~ ,~1~~ ~ a~ ~ NORTfdEST GUYIN6 UHNt6'IIvE NwarlNG AM6lE$ e ~ G ~ ~ ~ ~ (DEaD DR DaNaGEU MtklUl f~ TUDECOMAETEO ; !~.__~.._.__.~~._~~_.v_ 2+~01AIElr af1tH PLaN11N(i i j Lantlseaping shall be planted and Maintained i1 . LA~DS~AP~ ~Q~~~; i C~itior, by the owner, This shall ~nelude pro{ I ~e~?ng, rempvel of litter and ~~~~r r~3aul~r water ~ any laat e~ D1sN uHlr 1n l i. ALL UTI>_ITIE5 NEED TO BE LOCATED PRIOR TO ANY EXCAVATING ~ p terlal die, the over, s~a~~ssor, or f ~ ~ to the re l , ~ ~ , Non-IHNIba,EO ~ ~ FOR SPRINKLER LIDS OR PLANTING OF TREES AND SHpU65. p aeeMent of the p~~t s? wl~hln one ~ ofi plan Mdter~ml shall oeeur at ~h~ Pa:.lontn~ I . 2. LANDSCAPE ARCHITECT TD FLAG LOCATION DF TREES AND 5HRU85, 2-a" Nla_CYI IN - ~r 2' GANYAS hEBB1N6 CA f j lOk NAIEEI 20NE k aaovED EDOAI. - - - - Y ~ 3. ALL PLANTING BEDS TO EE COVERED WITH j ~ ~ ' ~ 1 TO 2 SIZE ROUND ~ P~A~ REP~A( diJ ;afY kll~: aTTACN TO T ~ ~ R,VEA POCK 3 DEEP(MI~.IOVER A !a-rnil PLASTIC GROJNO COv R. ( ~ ~ - ~ ".#£Ty ih 5TfU,r`";. Cli(~CT1VE PNUNING E ~I ~f""-"" c ry t li I~"1~ TYPE l Y AP ~2-5 ~t' r I? I'VE 6~ ~ !x~ n.~ ar~.ws ~~bp OA ~lANkGED MOOD! " ad,kr~ ~ s;~~~ s~A r , ~ PLANTING MEDIUM TO CON5IST QF 1l3 E);ISTING 50IL, 1/3 ' / 0 C~t?L..~~ .DIACELY I MAN~R_, A~~D s/~ DPGAfi~IC MATTER. ; Deciduau5 Tree I ? ~ ~ ~ r a . ~ afT~R PIaMTI~ ~ f1Cr~85e Cal. ~~eP ~n_rea, j I, b;r- Nql( 6At~ aI GRADE IN _ ~ r by 1 I eall er ~ , Lon NArEfl tom. ~ 2-s' NULDN M!:N(k1I D1~n 5. PLANTING BEDS b~ILL 8E EDGED KITH 4" - 34 ~ I ,p GAUGE 5TEEL ~ i.5 R 2' ABOVE ~IA(TE IN fOP Pl.ANT5 (n IAlfN A~#A5 , j ~ak~~' ' =----I~dIGA;EO i ` -o-a' w~~w ~ D~xN ED~_NG. 1 l ~ , ~ CNISI~E Df P'T ~ QA p1~,11T5 ~ I- ~ a+~ES+ Tv~ sTNlE QMiT~ER CAN AQD XERIFITIC PERENNIALS IF DESIRED TO ENHANCE ( ~r______ .~,~y~,~ 1N ~1kY ra(EM zONE& ~ , ` _ ~i ~ ICfLUJCE ~ ~~-=111," 1~~~Y'~-~~~1- Y rt T Sk11~~?5 ~ ~I CGLOP A, ENTRANCE FADM S A,.ET AND IN,O „~~~~IND AND TO ~ Conifero ~ 4KJUGHEN GIOES of PLANTIIMi PIr t ~ us Tree Inerease ht. ~ ~ Inereas - n 9n ~ I t~CK-Blll a L _ _ NGUa1 -,~I~~.~ S~AGiLsrE AREAS OF MULCH TPAT MIGHT GET DISTUABcD. ~ 1I ~ Y ` F~ ' Ali a ~ ~~r, ~ 2 (bN 2' P _ji~~ , / q`~~~-SPECIfIED 6ACKfIEI M1X ~il~ (~~I~ ~ ~p~ ~_~"`~~~-SPECIfiEO BaG(Fll~ NIX ~ f I inrraaa it It.1 t .__i ~ (nrr f1Yn, .nr..r ..r n. II MLYLAL CMt N I L,HAH € - 411 v q~ant~t b i b , 'F M dr3 . B, NATIVE SPED AREA SHALL BE FOOTHILLS MI+t OR APPROVED EQUAL. 9 ~ i "Orig. 31te 9i1?) nA TG 4 n In /")nn, MISIUABEO SOIL UNDISTURBED SOIL 9. AN AUTOMATIC IRRIGATION Shrub increase t. Increas 2x HOOT SYSTEM SHALL BE DESIGNED AND 4 Y BALL WIDTH 2x RIOT 1 INSI"ALLEO. PLANTED SHRUB AND HLO*ER BEDS TO HAVE E GRIP by 2 (6rl4. by A (D IWI* Wkt, BUILAP ANAM ,r< BAL- I b41 rDTH SYSTEM. NATIVE GRASS AREAS TO BE NAND CATERED AS REQUIRED. ~ site) site) NEMUYk HL~NLR AIdJ BALL ANJ IAUM( AI IOP X13 OF MIRE AACKM BALL WATER SOURCE; CITY CATER - VALLEY WATEI4 DISTRICT. BGB or CQNTAaNER EVERGREEN CQNJ AINER SHRUB PLANTING Additional replacement shall be in conformance species requirements set farm by tbas plan or a NO SCALE NO SCAt.E aCCe table to the Oou las Count Review Board - Y, a. 77 777777"777 7777-77 "777" 11"79 77v 71 GEO-teknica Engineering, Inc. Concrefe Testing Form P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 GEO-teknica Job No: 02-8012 CONSTRUCTION SITE ADDRESS: 4840 Van Gordon Street Phase 1 Lot 4. Nichols Gardens Subdivision City of Wheat Ridqe Jefferson Countv Colorado OWNER/BUILDER NAME ADDRESS: A-1 Pattern 1365 Harlan Street Lakewood CO 80214 I/we hereby state that tests were made as indicated below and that the items tested were found to be in substantial compliance with the plans and specifications designed for this project and the site where it is constructed. See attached testing reports. Date ~=oc3i ~n~G 06/25/02 STGM wALC. 07/10/02 Technician CONCRETE TESTING NF CONCRETE TESTING NF and Approved by: co Paui E. Hoskins, P.E. GEO-teknica Engineering, Inc. Concrete Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 06-25-02 Job Number: 02-8012-1 (Test #1) Project: 4840 Van Gordon Street Placement Location: Foundation Footings Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. Truck 257 Mix Design: MD123514 Batched Time: 05:50 Arrival Time: 06:03 Placement Time: 06:15 Concrete Specifications Design Strength: 3500 psi @ 28 days Slump (in): 2-4 Field Observations Time Sampled: 06:10 Slump (in): 4.25 Air Temperature: 65°F Concrete Temperature: 90°F Air Content 5-7 Air Cantent 6.5 Water Added: 0 gal. Com ressive Stren th Testin Date Cylinder Diameter in Compressive Load Ibs Compressive Stren th si 07/02I02 6.0 86480 3060 ff28 07/23/02 6.0 108710 3850 07/23/02 6.0 111960 6.0 Progress Report The 7 day strength, 3060 psi, approximately 88% of the design strength. The average 28 day strength, 3905 psi, exceeds the design strength. Field Technician: N. Fintel l . /j ~ AiilJi.t 0 ~ -Ildd Ci Reviewed by: Michael W. Klausner, E.I.T. GEO-teknica Engineering, Inc. Concrete Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 06-25-02 Job Number: 02-8012-1 (Test#2) Project: 4840 Van Gordon Street Placement Location: Foundation Footings Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. Batched Time: 08:30 Truck 242 Arrival Time: 08:45 Mix Design: MD123514 Placement Time: 09:05 Concrete Specifications Design Strength: 3500 psi @ 28 days Slump (in): 2-4 Air Content 5- 7 Field Observations Time Sampled: 08:45 Slump (in): 3.25 Air Content 5.5 Air Temperature: 750F Concrete Temperature: 87°F Water Added: 0 gal. Com ressive Stren th Testin Da s Break Date Cylinder Diameter in Compressive Load Ibs Compressive Stren th si 07/02/02 6.0 88660 3140 8 07/23/02 6.0 108970 3860 8 R 07/23/02 6.0 104020 3680 Hoild 6.0 Progress Report The 7 day strength, 3140 psi, is approximately 90% of the design strength. The average 28 day strength, 3770 psi, exceeds the design strength. Field Technician: N. Fintel ~ I Jr G w C. 2i)TjLoN 2eviewed by: Michael W. Klausner, E.I.T. GEO-teknica Engineering, /nc. Concrete Cylinder Test Data P.O. Box 266, Franktown, CO 80116 Ph: (303) 660-0300, Fax: (303) 660-3615 Placement Date: 07-10-02 Job Number: 02-8012-2 Project: 4840 Van Gordon Street Placement Location: Foundation Walls Contractors Name: A-1 Pattern Number of Cylinders: 4 Supplier: Owens Bros. Batched Time: 04:40 Truck 231 Arrival Time: 04:50 Mix Design: MD123514 Placement Time: 05:04 Concrete Specifications Design Strength: 3500 psi @ 28 days Slump (in): 2-4 Air Content 5- 7 Field Observations Time Sampled: 05:30 Slump (in): 3.5 Air Content 3.75 Air Temperature: 680F Concrete Temperature: 73°F Water Added: 15 gal. Com ressive Stren th Testin A e Da s Break Date Cylinder Diameter in Compressive Load Ibs Compressive Stren th si 7 07/17/02 6.0 76580 2710 28 08/07/02 6.0 106990 3790 28 08/07/02 6.0 101030 3580 Hold 6.0 Progress Report ' The 7 day strength, 2710 psi, is approximately 90% of the design strength. The averege 28 day strength, 3685 psi, exceeds the design strength. Field Technician: M. Klausner i"/,1 ~~+.Ee.K ~1 l75 ~[t,OLA~D eviewed by: Michael W. Klausner, E.I.T. Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date:08/21/02 Job: 1103 FAX: 303.467.9384 RE: A-1 Pattern 4840 Van Gordon Wheat Ridge CO 80033 of Wheat Rid, ) W. 29 Wheat Rid ATTENTION: WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date Description 1 8/8/02 Continuous footing and stem wall concrete tests THESE ARE TRANSMITTED as checked below: For approval ❑ For your use 0 For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14009 BUILDING INSPECTION LINE - 303-234-5933 Date : 6111/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: STEVE ABERLE - A-1 PATTERN Property Address : 4840 VAN GORDON ST Phone : Contractor License No. : 18462 Company : Turn Key General Contractors, Inc. Phone : 467-9667 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $711,048.00 I hereby certity that the setback distances proposed by this permit application are accurate, and Permit Fee : $4,24075 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Plan Review Fee : $0.00 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 .58 Use Tax : $$,532 application, and that t assume full responsibility for compliance with the Wheat Ridge Building iL 773 33 $12 Code (U.B.C J and all other applicable Whoat idge ordinansR,S, for work under this perm . , Total : (OWNER)(CONTRACTOR) SIGNED DATE~'3~L) - US2' Description : NEW 28,800 SQ FT FOUNDRY- "FOUNDATION ONLY" UNTIL F.D. ACCESS APPROVAL MELTER'S & EQUIP REQUIRE SEPERATE PERMIT & REVIEW. BUILDING DEPARTMENT USE ONLY gv" , SIC : S4 Ft. : Approval : MR OK PER REDLINES. 6111102 Zoning : Approval: DM I ~ Approval MJG I Occupancy : Walls : Electrical License No : 19555 Company :Viking Electric Expiration Date : 2/28/03 Approval : OKIKS OK PER REDLINES. 6/11102 OK. 6/11/02 License No :19508 :Steve's Plumbing Inc Expiration Date : 9/10/02 Approval: OKIKS / Residential Units : Mechanical License No : 17983 Company : Mechanical Construction, Inc. Expiration Date : 9/4/02 Approval : OKIKS (1) 7his permit was issuetl in accordance the provisions se yopur application and is subjecl to the laws of the Slate of Colorado and ro the Zoning Regulations and Building Code oF Wheat Ridge, ora o or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) lhe work authorized is not commenced within siuty (60) days from issue tlate or (B) the buildin9 authorized is suspended or abandoned tor a period of 120 days. (3) If ihis permit expires, a new permit may he acquired for a fee of one-half the amount normally requiretl, provitled no changes have been or will be matle in the original plans antl specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or iF suspension or abandonment exceeds one (1) year, tull fees shall be paitl for a new permit. (4) No wotk of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrector shall noUfy the Builtling Inspector Rvenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspecfion cartl before proce iing with successive phases of [he job. (e) Th s nOce ~yf aC~CyyK~~ it or the approval of drawings antl specifcations shall not be construetl to be a permit for, nor an approval ot, any violation of the p isi s~" 1ig codes or any other ortlinance, law, mle or re9ulation. Chief Buildi Inspector Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 50033-2170 PHONE: 303.467.9667 Date: 07/15/02 Job: 1103 FAX: 303.467.9384 RE: A-1 Pattern 4840 Van Gordon Wheat Ridge, CO 80033 TO: Wheat Ridge Building Department 7500 W.29 Ave. Wheat Ridge CO 80215 ATTENTION: Darin Morgan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other 0 Copies Date Description Rebar observations footing & stem walls THESE ARE TRANSMITTED as checked below: For approval ❑ For your use M For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti R~ & CQAvp Y CONSULTING STRUCTURAL ENGINEERS FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE: WEATHER: OBSERVER(S): REMARKS: Glenn Massarotti June 25, 2002 A-1 Pattern Foundry 20306 June 24, 2002 TIME: 85 degrees, Mostly sunny Allen Zachry 11:30 a.m. The purpose of this observation was to look at footing reinforcement placement on the above referenced project. At the time of the observation the rebar and forms had been placed for all exterior strip and exterior pad footings. The footing reinforcement appeazed to be the proper size, quantity, grade and spacing. The reinforcement also appeazed to be clean. Dowels for the concrete stem walls appeazed to be the proper size and grade. If you have any questions or we can be of further service, please give our office a call. Bush Reese & Company FpC.; Allen Zachry, E.I.T. atrick A. Bush, P.E., C.C.E. Project Engineer Review Engineer 677 S. Colorado 61vd., Suite 100, Uenver_ Colorado 80246 -(303)? I 5-3833 -(303)-I~-Q331 I:iN e-mail - pbbre(a)qwest.net Bi ft" - . . J. FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE: WEATHER: OBSERVER(S): REMARKS: Glenn Massarotti July 3, 2002 A-1 Pattern Foundry 20306 July 2, 2002 TIME 95 degrees, Mostly sunny Allen Zachry 330 p.m. The purpose of this observation was to look at stem wall reinforcement placement on the above referenced project. At the time of the observation the rebar and forms had been placed for the stem walls along the north and east of the building. The stem wall reinforcement appeared to be the proper size, quantity, grade and spacing. It is our recommendation that all reinforcing bazs be checked to ensure that the proper amount of cover is provided immediately prior to placement of concrete. The reinforcement and top of footing also appeazed to be clean. If you have any questions or we can be of further service, please give our office a call. 0t„vo11J1ecU0 Bush Reese & Company _ ~'l %l'i 1 / ~ , ~ ~'f.`', y . ~ ~ ; ~ ~i l'~, .,oa..•' / Allen Zachry, E.I.T. ' ~ti Patrick A. Bush, P.E., C.C.E. Project Engineer Review Engineer 677 S. Colorado Blcd..5uite IOU, Denver, Colorado 80246-(303)715_3838 -130J1'I5-9331 (:i\ c-mail - pbbre(d;qwesLnet CONSULTING STRUCTURAL ENGINEERS BUSN ~ESE ~ CoA/Ip4~v~ CONSULTING STRUCTURAL ENGINEERS FIELD OBSERVATION REPORT: TO: Turn Key General Contractors 4894 Van Gordon, Suite 305 Wheat Ridge, CO 80033 ATTENTION: DATE: PROJECT: JOB NUMBER: OBSERVATION DATE: WEATHER: OBSERVER(S): REMARKS: Glenn Massazotti July 10, 2002 A-1 Pattern Foundry 20306 July 9, 2002 95 degrees, Sunny Allen Zachry TIME: 4:30 p.m. _ The purpose of this observation was to look at stem wall reinforcement placement on the above referenced project. At the time of the observation the rebaz and forms had been placed for the stem walls along the south and west of the building. The stem wall reinforcement appeazed to be the proper size, quantity, grade and spacing. The reinforcement and top of footing also appeazed to be clean. If you have any questions or we can be of further service, please give our offlce a call. Bush Reese & Company Z~11Z - ~ Allen Zachry, E.I.T/ Project Engineer ~ ,J~, .°~;,;~q'~,,, , t A. Bush, P.E., C.C.E. Engineer 677 S. Colorado 61vd., Suite 100, Deirver, Colorado 80246- (303)715-3838- (303)' I 5-933I fas e-mail -azbrcld:y~~esLnct JUN-16-2002 09:37AM FROM-BUSH REESE & CO +3037159331 T-242 P.002/002 P-321 FIELD OB5ERV. T0: ATTENTION: DA7E: PROJfiCT: 70B NUMBER: OBSERVATION DATE: WEATHER; OBSERVER(S): REMARKS: June 25, 2002 A-1 Pattem roundry 20306 June 24, 2002 TIME: 85 degrees, Mostly sunny Allen Zachry 1130 am. The purpose of this observation was to look at footing reinforcement placement on the above referenced project. At the time of the observation the rebar and forms had been placed for all exterior strip and pad footings. The £ooting reinforcement appeazed to be dhe proper size, quantity, grade and spacina. The reinforcement also appeared to be clean. Dowels for the concrete stem walls appeared to be the proper size and grade. If you have any questions or wc can be of further service, please give our office a call. . ~ 1 • SIGNED: Allen Zachry .I. ~ Bush Reese & mpany 677 S. Colorado Blvd., Suite 100, Denver, Colorado 80246 -(303)715-3838 -(303)7I5-9337 fax e-mail - pbbl'c@qwest.net Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 06/26/02 Job: 1103 FAX: 303.467.9384 RE: A-1 Pattern 4840 Van Gordon Wheat Ridge CO 80033 TO: City of Wheat Ridge 7500 W. 29 Ave. 080215 ATTENTION: Darin Morqan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other z Copies Date Description 1 6-25-02 Engineer's observation report footing THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ~ For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti The City of 7500 WEST 29TH AVENUE ~he at WHEAT RIDGE, CO 80215-6713 (303) 234-5900 City Admin. Fax # 234-5924 Police Dept Fax ri 235-2949 GRidge June 19, 2002 Re: 4840 Van Gordon, Lots 1, 2, 3 To Whom this May Concern: The area known as 4840 Van Gordon, Lots 1, 2 and 3 of the A-1 Pattern Subdivision are zoned for Light Industrial (I), Sec. 26-220 in the zoning code; according to quarter section zoning map, SE 17. Last revision on this map was September 10, 2001. Please contact our office at 303-235-2855 if there are any further questions. Thank You. Sincerely, Kristy Shutto Building Dept. Secretary ,'3 aECVCLeo anaea DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 14009 6/11 /02 Property Owner: STEVE ABERLE - A-1 PATTERN Property Address : 4840 VAN GORDON ST Contractor License No. : 18462 Company : Turn Key General Contractors, Inc. Phone: Phone : 467-9667 OWNER/CONTR,4CTOR 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 acwrate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsi liry for comp'ance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wty~t Ridge grance,s,',f~vayork under this permit. (OWNER)(CONTRACTOR) Description : ryC°I MEL Construction Value : $711,048.00 Permit Fee : $4,240.75 Plan Review Fee : $0.00 Use Tax : $8,532.58 Total: $12,773.33 Use: 0 SQ FT FOUNDRY- "FOUNDATION ONLY" UNTIL F.D. ACCESS APPROVAL. & EQUIP REQUIRE SEPERATE PERMIT & REVIEW. _ Approval : MR Zoning : . . ,IN~ao,:, Approval: DM 101111191111111010,01 Occupancy : Walis Electrical License No : 19555 Company :Viking Electric Expiration Date : 2/28/03 Approval : OK/KS BUILDING DEPARTMENT USE ONLY OK PER REDLINES. 6/11/02 OK PER REDLINES. 6111/02 OK. 6/11/02 Roof : Stories Plumbing License No :21324 Company :Music's Mechanical Inc. Expiration Date: 8/31/03 Approval : OKIKS SIC : Sq. Ft. : Residential Units : Mechanical License No : 17983 Company : Mechanical Construction, Inc. Expiration Date : 9/4/02 Approval : OK/KS (1) This pertnit was issued in accortlance with the provisions set forth in yopur application and is subject to the laws of the Slate of Coloratlo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Coloretlo 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 fmm issue tlate or (B) the builtling authorized is suspended or abandoned for a period ot 720 days. (3) Itthis permit expires, a new permit may be acquired for a fee ot one-half the amount normally required, provided no changes have been or will be made in the original plans and specifiwtions antl any suspension or abantlonment has not exceetletl one (7) year. IF changes are matle or iF suspension or abandonment exceeds one (1) year, full fees shall be paitl tor a new permit. (4) No work of any manner shall be tlone that will change the natural Bow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspeclor hvenTy-four (24) hours in atlvance For all inspections and shall receive written approval on inspedion cartl before proceediing wifh successive phases of the job. (8) Th' ance of a permif or the approval of tlrewings and specifcations shall not be conslrued to be a permit for, nor an approval of, any violation of the is' nry,~ding codes or any other ordinance, law, mle or regulation. Chief Buildi! Inspector For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building peimit in the City of Wheat Ridge, I do hereby agree to the terms and condicions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit The issuance of a Certificate of Occupancy requires: 1. The completion and approva] of final inspections and any necessary corrections of electrical. plumbing, mechanical and framing systems. Inspections are performed by the Building Division. 2. The completion of site drainage/grading requirements per the approved site grading plan ,...acid/cat ~~rainage report and plan, if such report and plan is applicable. For all residential and noniesidfiltlal projects with an approved final drainage report and plan, a letter of certificanon is -requi[~,¢,pm the projects civil engineer of record. Inspection aze performed b}' the Public 'W orks' 13epartment. 3. The completion and acceptance by the Ciry of Wheat Ridge of all required public improvemenu, or a Development Covenant ma} be processed in lieu of construction said improvemenu. The Public Works Department performs these inspections or provides the Development Covenant. 4. The completion of all required landscaping and related site improvements. Inspecvons are performed by the Planning and Zoning Division. AII the above items must be completed and signed off by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspecnon by [he Building Division does not constitute authorization of a Certificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted un[il the Certificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the propem, which mav be affected bc failure to compete the above items and obtain a Certificate of Occupancy. I have read, understand and a3ree to the foregoing terms and conditions. Name (please Signarure: V°;~ 4YQgdz Date: 11'!3-e92 City of Wheat Ridge Planning and Development Department Memorandum TO: Turn Key General Contractors - Glenn Massarotti, Project Manager FROM: Dazin Morgan, Codes Administrator SUBJECT: A-1 Pattern Co., 4840 Van Gordon St. - New Foundry DATE: June 11, 2002 Due to the above project being buik by both Turn Key General Contractors and Mr. Aberle (owner), both parties will need to agree to the following, • Above ground construction will be allowed to commence once Fire Department access 6as been installed and approved by the fire district. • All melter's will require separate review and building permit before inatallation. • Any dust collection system will require separate review and building permit before installation. • All required landscaping shall be completed, inspected, approved and any required escrow for seeding is paid prior to requesting a certificate of occupancy. • All paving, drainage and parking lot improvements shall be completed, inspected, approved and certified by the Engineer of Record prior to requesting a certificate of occupancy. • The attached Certificate of Occupancy application and c6ecklist must be completed prior to requesting final Building, Plumbing, Mechanical and Electrical inspections. We as owner and contractor agree to the above conditions, understanding that a certificate of occupancy will not be issued to use, occupy or operate business at the above referenced addre . Cilenn Massoratti, Turn Key General Contractors Steve Aberle, Owner Please contact me at 303-235-2853 if you have any questions or comments. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ^ oF W"E ° T~ BUILDING INSPECTION LINE - 303-234-5933 Dat CTTY OF WHEAT RIDGE ~ Ov I 7500 WEST 29TH AVENUE ! 6 WHEAT RIDGE, CO 80215 - (303-23p5-j2~85V5,{)~5~ sA 7~~ ~ C~C ORPO~ AP~]I~~S 4~S.I NY Property Owner: Ad=(LLC- A _I ProperiyAddress: 1443qc~ vtvNPhone: Contractor License No.: Company: 7vrv~ Phone: 3o3 OR'IYER/CONTRACTOR SIGNA7URE OF [1N77ERSTANDING AND AGREEIvIENT ~i Iherebycer[ifythatthesetbackdi5tanccsproposedbythispenni[appficazionazeacwrate, CORST7llCt10R V2.1ll0:$ ~~C.9 ~ and do notviolate applicable ordinances, ru(es or regulations ofthe CiTy of Wheat Ridge or pernut Fee:$ Yc, : covenants, easements orrostrictions ofrecord; that all measurements showq and allegations made aze accurate; that I have read and agree to abide by al1 conditions printed on this P13I1 RBV10W F00:$ application and that I azsume full responsibiliry for compliance wi[h the Wheat Ridse Use 1ax:$g~3Z • SK Building Code (U.B.C) and all other applicable Wheat Ridge O[dinanccs, for work under this permit TOt31:$ /Z., (OWNER)( NTRACI~I . IGNEn'~!'iLf/ ZGDA7E i Descriptioa 25lekz- 0 F,O. ac,.ess ~ , Auls_~_ / y-/L- BUILDING DEPARTMENT USE ONLY SI . d~ ZONING COMMENTS: ' Approval: Zoning: y~~ -'1 BUILDINO COMMENTS: 4ML f-~-- reJ1111-4,a Approval: PUBLIC WORKS COMMENTS:00k I""1 rJ C~,~ I/OZ \ Approval: Occupancy: Walls: Roof: Stories: . Residentia . I ~1U~~~~, ~ ~ SlG om Company: ! om ' Expiration Date: Expiration Date: ~-Expiration Date: C ApprovaL Approval: Approval: (1) This pumit was issued iu acwrdence witli the provisions set foeth in your applica¢on and is subject to ihe laws of the Stete of Colorado and ro tlhe Zoning Regulafions and Building Codes of Wheat Ridge, Colorado or any other applicable ordinences of Ne CiTy. (2) 11sss pelmit shafl exp've if the work anihonzed is not commenced within sixry (60) days &om issue date or (B) tls bnilding autForized i: suspended or abandoaed for a period of 120 days. (3) If tlais permit expaes, a new permit may be acqnired for a&e of one-half fhe arnount normally required, proviAed no changes have been or will be maAe in the original plaas and.specifica6ons aod any sispension or abandomnenthu noroxceeded one (1) year. Ifehan¢es have been or if snspenvnn or nbmiAonmenr exceeds one (1) year, full @es shall be paid for a new permit. (4) No work of any mamer s6aR be done that will change the nahval flow of water causing a drainage pro6lem. (5) ConhacrorsheLLnotifytheBuildinginspectorhventy-foiv(24)hoursinadvanceforallinspectionsavdshallreceivewnttenapprovalonmspectioncarAbefore proceeding with successive pliases of thejob. (6) T6e issuance of a peimit or the approval of drevrings and specificafiovs shail not be coustrued ro 6e a permit for, nor en appmval of, any violanon of the provisions of the building codes ox mmy oNer oed'wance, law, rvle or mgulatlon. Cluef BuIlding Inspector 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Telephone 303/ 235-2868 FAX 303/235-2857 June 12, 2002 Ivlr. Steve Aberle A-1 Pattem Facilities 1365 Harlan Street Lakewood, Colorado 80214 Re: Letter-of-Credit Renewal Dear Mr. Aberle, The City of F WHEq T Wheat ° Ridge U m C~C OR P~O The required original Letter-of-Credit, No. 366, expires on June 26, 2002. A renewal shall be submitted to the Public Works Department prior to this date to avoid further action from being taken by the City of Wheat Ridge. The approved Letter-of-Credit amount required is $33,44739 for the public improvements along 4848 Van Gordon Street. Please call me at 303-235-2868 if you have any questions. Sincerely, Michael Gazcia Development Review Engineer cc: Greg Knudson, City Engineer Darin Morgan, Chief Building Official File (3) 4840vangordon_renew.ltr 06/12l200^ 08:26 3034679384 TURN k;EY GC MeCkldNC81: Mechanlcal Construction, Inc. (MCI) 2280 s. Lipan st. ~ 0li Aenver, CO C1 Plumbiaag: Music's Mechanical, Inc. 541 E. 80' Ave. Arvada, CO Elecvical: Viking Electciq Jnc. 16548 W. 78' Pl. Arvada, CO 80007 PAGE 02/0^< TURN KEY GENERAL CONTRACTORS, INC. June 5, 2002 Mr. Darin Morgan City of Wheat Ridge 7500 W. 29' Ave Wheat Ridge, CO 802 i 5 Re: A-1 Pattern, 4840 Van Gordon Dear Mr. Morgan: This letter is in response to your review and comments dated Apri130, 2002. L Upon completion and approval of vehicle access from Arvada Fire, we will submit the appropriate documentation to obtain the necessary permit. We are allowing the owner to perform his own dirtwork, subject to our approval and necessary compaction tests, where applicable. I have forwarded this information to Steve Aberle. 2. (a) See attached door schedule. (b) See attached door signage detail. (c) The dust collection system is possible future equipment, and will not be installed as part of this permit. The owner has not yet decided whether or not to purchase such a system. I have red-lined this on the mechanical plans. The owner has been advised to obtain a separate permit, if required, for any future installation. (d) The melters are also future equipment, and will not be installed as part of this permit. Any such equipment will be installed after occupancy of the building. As with the dust collector, the owner has been advised to pull a separate permit, if required, for any future installation. The electrical circuits and gas piping for the future units will be installed as part of this permit. 3. The melters shown on the electrical plans and mechanical plans are separate future units. The owner has not yet decided whether to install gas-fired units, electrical units, or both. Whichever he decides, the units will be installed after occupancy. The electrical and gas installations have been sized for likely equipment requirements. See above explanation. 4. See enclosed documentation from Excel Energy related to electrical supply and demand. 5. See attached detail. 6. See red-lined sheet A-2, detailing the location and size of the roof access hatch, and the attached ladder detail. 7. See enclosed letter. 4894 VAN GORDON, SUITE 305 WHEAT RIDGE, CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 See red-lined note on the landscape plan. See enclosed letter. If you need any further information, please let me know. Sincerely, Turn Key General Contractors, Inc. ~ Glenn Massazotti Project Manager City of Wheat Ridge, Colorado Bnilcling Division Plan Review Correction Notice ~ ~ ° V Address: 4840 Van Gordon St. Omicr: A-1 Pattern Contractor: Tum Key General Contractors Project: 28,800 sq ft Foundry Ocvnpancy: F-1, F-2 Valuation: $797,820 Datc: April 30, 2002 1. Per Fire District requirements a foundation only permit will be issued for this project until all access requirements have been installed and approved by the Fire District. Once an approval letter from the Fire District has been submitted the remainder of the permit will be issued and above ground construction can be commenced. 2. Provide information andlor clarification for the following Fire District comments, ay"'12.(2) Provide a door schedule for all proposed doors. b~ 2.(3) Provide a door detail with lettering and height requirements indicated. c.✓8.(1,2) Provide specifications and documentation on proposed dust col ction system j~dicated on plans and include information on mechanical plans. d~ 0.(1) Provide mechanical information for "melters" and submit specifications and construction information for "melters". - f rwtwM 3!00'Electrical and mechanical plans do not match with regards to melter locations., F~ 4.vOlubmit and approval letter from Excel Energy related to electrical supply and demand for proposed facilities and future usage. 5.✓Provide a detail showing how roof drainage will be contained within property lines and not impact jacentproperty.- 6" Show roof access size, location and ladder detail for access to roof top equipment. 7.'~Provide a letter for the Engineer of Record approving the proposed paving as shown on sheet A-1. 8. Provide a note on landscape plan stating that all disturbed areas of the lot will be required to be required to be covered with sod or seeded, if seeding is proposed erosion control will be required for }he entire site prior to requesting your fnal inspections and a certifcate of occupancy. 910 Verify with the Engineer of Record that they will be able to certify the site drainage in the phases proposed. The certification letter will be required prior to requesting fnal inspections and certifcate of occupancy. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You, ~ l~X Darin Morgan Codes Administrator [BASELINE engineering corponuon June 5, 2002 Mr. Darin Morgan Codes Administrator City of Wheat Ridge 7500 W. 29`" Avenue Wheat Ridge, CO 80215 RE: A1 Pattern, 4840 Van Gordon Street Engineer of Record Information, Proposed Phasing Veritication Mr. Morgan Per our conversation Monday and my recent review of the plan For phasing with Turn Key General Contractors, I am writing to indicate the phasing will be possible. Some minor details and guidelines will need to be followed during construction. Those details aze accompanying this letter are in regard to temporary swales, diversion dikes, revegetation, and sediment control. First, the proposed limits of paving as shown on sheet Al is a viable phasing option. What will have to happen is creation vegetated swales and diversion dikes immediately downhill from the proposed edge of pavement. Please refer to included drawing Addenda 1 for further detail. The option shown can route runoff to the detention pond which is currently in place. This will allow the Phase I only site to drain properly. Revegetation of the swale shall happen immediately following fine grading with a "permanenY' seed mix approved by the City. I would suggest a mulch crimped into the side slopes with a mixture of fescue and wheatgrass for the channel bottom, but the owner will confer with the City regarding revegetation practice. In conclusion, if the plan shown on Addenda No 1, original sheet C2 of the Civil Construction Set, I will be able to certify to the drainage in the phases proposed. I understand the certification letter will be required prior to final inspection or issuance of any certificate of occupancy. Very Truly Yours, Joh M. McLain, PE 11445 West 1-70 Pronrge RoaJ Vorth Wheat Ridgc. ColoraJo NOOS.i n.i. 303.940.9966 r.is303A409959 baselineengincering.com MRY 09 2002 15:31 FR PSCO NORTH METRO REGN303 425 3888 TO 93034679384 P.02i02 ~ Xcel EnergyeM 548p yy9se 60th Avenue PUBLIC SERVICE COMPANY Arvede,Colorado80003 May 9, 2Q02 A-1 Pattem & Foundry Subjeot: Service Availability Deaz Glenn: In accordance with our tariffs filed with and aPproved by the Colorado Public Utilides Commission, gas and electric faciliues can be made available to serve your projact at 4840 Van Gordon St.. Currently our lead time for design is "DONE" weeks and lead time for construction is 10 weeks. Due to workload material availability and design complexity, design and construction lead times are approacimate and subject to change. Pleasa submit your plans at the earliest opportunity to better assure meeting your proposed schedule for receiving service. Gas costs will be calculated in conformance with our filed SERVICE LATERAI. CONNECTION A~ DISTRIBUI'ION MA1D1 EXTENSION POLICY. A Electric Costs for the project will be calculated in conformance with our filed SERVICE ONNECTION ANri DISTRIBUTION LINE EXTENSION POLICY. If you have auy questions or comments, or if I can be of further assistance, please call me at the number listed below. My normal work hours are 7:00 a.m. to 330 p.m., Monday through Friday. Sincerely, /0" a14~ Mike Easler planner 303 425-3955 TOTAL PAGE.02 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numbec oF W"EQT BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) oRAO° i'TLICATdO,~~i 4 A / ~ / PropertyOwner: Property Address: ~)~A~ t'!r'bci' ConhactorLicenseNo.: OWNEILCONTRACfOR SIGNA"I'[JRE OF UNDERSTANDING AND AGREEMENT I hereby ceRify [hat [he setback distances proposed by this pemit application are accurate, and do notviolate applicable ordinances, mles orregulations ofthe City of WheatRidge or covenants, easements or restrictions of record; tha[ all measurements shown, and allega[ions made are accurate; that I have read and agree to abide by all condi[ions printed on this application and tha[ T assume full responsibiliTy for compliznce with the Wheat Rid@e Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this percnit. (OWNbR)( ON'IRACCOR SIGNE&'r1^~ DATE4 -4-"~- Description: c-Q--/-ro v n.1ri- G Phone: Phone: ~3~- J~~-'rCC 2 I ~ ConstructionValue:$ Permit Fee:$ 4Gy1- Z5 Plan Review Fee:$ 3e,2z•ol Use'lax:$ q513.L'j TOt21:$ BUILDING DEPARTMENT USE ONLY S . ~'t,-_.. ~ y . ~ " ZONING COMMENTS: In(~,/\ Approval: Zoning: Z , ( BUILDING COMMENTS: J , APProval: ` A PUBLIC WORKS COMMENTS: Approval: Crk • Occupancy: Fi ' FZ, Walls: Roof: Stories: Reside Electrical License No: Plumbing License No: Mechanical License No: ComPanY Company: Company: Expuation Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This pemit was issued in awordance witli the provisions set forth in your application and is subjea to the laws of the State of Colorado and m the Zoning Regnla[ions avdBnilding Codes of WluatRidge, Colorado or any oNer applicable ordinances offie City. (2) Ifiis permit shall expim if (A) Ihe work au[horized is not commeviceA within sixty (60) days @om issue date or (B) tlie building authorized is suspended or abmdoned for aP eriod of 12P days. ided no d~an have been or will be made in 3 If this pemit ex ires, a new pemit may 6e acquired for a fee of orte-haff the amount nonnallY required, prov Bes Uie original plans and specifiwtions and any suspension or nbandonmenHias not exceeded one (1) year. lfchznees have Feen or if suspension nr ahandonment erzmeds one (1) year, fiiR fees shall be paid for n new pennic. (4) No work of any manmr s6a11 be don<Uiat will change the naNral flow of water cansing a drainage pmblem. (5) CoatractorshallnotifytheBuildivglnspectoctwenty-four(24)hoursinadvanceforzllinspectionsandshallacervewnttenappmvalonmapecnonczrAbefore pmceeding witli snecessive pliases of timjob. (6) The issnauce of a pemit or tlie approval of drawings and specifications shall not be construed ro be a pemit for, nor an approval of, eny violation of Me pmvisions of the building codes or any othw ordinance, law, mle or regWation. Building Inspector City of Wheat Ridge Planning and Development Department Memorandum TO: Accounting Department ~S FROM: Kristy Shutto, Building Division SUBJECT: Refund for Permit DATE: June 12, 2002 Reason: They paid twice for their plan review fee at 4840 Van Gordon. Please refund one of the plan review fees. Please refund: 100% permit fee: $ 100% plan review $3022.01 (acct # 01-550-05-551) 100% use tax: Total: TO: A-1 Pattern Company, Inc. 1365 Hazlan St. Lakewood, CO 80214-2126 Thank You! Kristv M. Shutto Bldg. Dept. Secretary CABuilding DepartmenflWord PerfecflFortnsUtetund Total Petmit.v+pd $3022.01 ,X.j7Y.pF'3A0T FttAGE 05f10102. 2:39 IPm cdb a-i pattern eo ! RECEIFT Ii1:C01303~VIEW F FM5D ZONII; Fl:At7 PAYNENT REGEIVED CK 14533 ' TaTAL ii110UNT 3,022.01 pi'DJNT 3,022.01 3,022.01 Arvada Fire Protection District Division of Fire Prevention Revised Plan Review Comments Date: April 23, 2002 Reviewed By: Steve Steigleder Name: A-1 Pattern Co. Addres • 4840 Van Gordon St. O cupancy. Classification:: B/Fl/F2 Construction Type: II-N Square Feet: 28,800 Building Height: 24 Ft. Code: 97 iJFC Sprinkler System: Yes Fire Alarm Yes We would request that a foundation only permit be issued until access is provided to within 150 feet of all portions of the building. 1 Site: 1. The address numbers shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background visible from the street frontage. UFC 97 901.4.4. Amended. 2. All-weather fire dept. access roadways, minimum of 24 feet of unobstructed width, capable of supporting the imposed loads of 52,000 Ib fire appazatus sha11 be installed and maintained to within 150 feet of all portions of the building prior to above grade construction. LTFC 97 9013 Amended. 3. Fire lanes shall be posted on each side where possible, "No Parking Fire Lane" with signs that meet City of Wheat Ridge Standards. UFC 97 901.4.1. 4. The underground fire line installation shall be inspected in cooperation with the Valley Water District. The Fire Mazshal's Office will witness the 200 Ib. hydrostatic test. 5. The fire dept. connection for the sprinkler system shall be installed and maintained within 150 feet of a fire hydrant. UFC 97 903.2 Amended. 6. Landscaping shall be installed and maintained to provide a minimum of a three foot cleaz space azound the circumference of fire hydrants and fire protection equipment. iJFC 97 1001.7.1. 7. Trash enclosures, if provided, shall be of non-combustible construction including doors. T TFC 97 1103.2.2. Page Two Page Two 2. Occupancy Sepazation: 1. Openings shall be protected by an approved one-hour fire-resistive assembly including door frame, hardwaze and self-closure. This is not noted on Sheet A-2 UFC 97 1111.1 2. Openings protected by fire assemblies shall not be obstructed or impaired from proper operation at all tlmes.. It is recommended that approved hold open devices be installed at the time of construction to maintain the fire occupancy sepazation. iJFC 97 11113.2 3. One hour rated fire assemblies shall be labeled, " Fire Door po Not ObstrucY' in a minimum of one inch letters on a contrasting background. UFC 97 1111.23. 3. Exits: 1. The main exit door if provided with a key locking device shall be provided with a sign stating "This Door Is To Remain Unlocked During Business Hours" UFC 97 12073 2. Additional exit doors sha11 be openable from the inside without the use of key or special knowledge. UFC 97 12073. 4. Exit Signs: Exit signs will be subject to field inspection. Additional signs may be required at the time of final inspection. L7FC 97 1212.1. 5. Emergency Lighting: 1. Emergency lighting will be subject to field inspection. Additional units may be required at the time of final inspection. 6. Sprinkler System: 1. Submit a mimmum of three sets of sprinkler system plans for review and comment. All work is to be performed by a State of CO licensed sprinkler contractor. A new flow test will be conducted at the site. UFC 97 10013. Page Three 2. A sepazate permit will need to be obtained from the Wheat Ridge Building Dept. for the installation of the sprinkler system. 3. The fire depaztment connection for the sprinkler system shall be installed on the front of the building at a minimum height of not less than 36 inches. UFC 97 1003.1.1. Amended. 4. The fire dept. connection for the sprinkler system shall be located and maintained within 150 feet of a fire hydrant. UFC 97 903.2 Amended. 5. Approved back flow prevention sha11 be provided in acwrdance with Valley Water District Standards. 6. Audible/visual fire alarm signals shall be installed within the building to activate upon sprinkler system activation. UFC 97 1003.2.1 Amended. Sprinkler systems over 100 heads shall be supervised by an approved central, remote or proprietary service. UFC 97 1003.3.1. 8. Va1ve momtoring, water flow, and trouble signals shall be distinctly different and shall be automatically transmitted to a central, remote or proprietazy service. UFC 97 1003.1. 9. Two telephone lines will need to be provided for the fire alazm panel. One phone line will need to be dedicated to the fire alarm panel, the second line may be a business line. 10. Additional comments will be made at the time of plan submital and review. 7. Fire Alarm System: i. Submit a minimum of three sets of fire alarm system plans for review and comment prior to installation. Plans shall include a floor plan location of all initiating and signaling devices, conVol and trouble signaling equipment, annunciation, power connection, battery calculations, wiring type and sizes. Manufacturers specification sheets on all equipment to be installed. UFC 97 1001.3. Page Four 2. A sepazate permit will need to be obtained from the City of Wheat Ridge Building Department for the installation of the fire alarm system. 3. The Electrical Inspector will need to conduct a ruff wiring inspection in addition to the Division of Fire Prevention. 4. Audible and visual alarm devices shall be provided and shall be able to provide a minimum of 15 db above the ambient noise level. Fire alarm devices shall activate upon sprinkler system flow. UFC 97 1007333. 5. Sprinkler system over 100 heads sha11 be supervised by a central, remote or proprietary service. Sprinkler systems under 100 heads do not need to be monitored. The control valves shall be locked in the open position. LJFC 97 1003.1 6. Sprinkler control valves shall send a distinctly different signal to the monitoring company. UFC 97 10033.1. 7. The DACT shall be provided with two telephone lines. One shall be a dedicated line and one line may be a business line. 8. A satisfactory test on the fire alarm and sprinkler system shall be made in the presence of the Division of Fire Prevention. Written certification shall be provided that the system has been installed in accordance with approved plans. A copy of the certification papers are attached. UFC 97 1007, 3.4.1, 1007.3.4.2. 9. Additional comments will be made at the time of plan submital. 8. Dust Collection System: 1. A dust wllection system is noted on the plans as installed by owner. Submit plans for review and comment including equipment specificafions for review and comment priar to installation. UFC 30043 Amended. 2. Collection bags for dusts shall be located on the exterior of the building in accordance with the Mechanical Code. 9. Meta1 Fabrication: 1. Provide metal cans with lids for used rags that may have oils. UFC 97 1103.2.13. Page Five 10. Melters: 1. Hoods or mechanical eachaust is not shown for the Melters. Please submit information if ventilation is to be provided. 11. Fire Extinguisher's 1. Fire extinguisher's shall be a minimum of a 4-A rated, 10-1b ABC dry chemical uniYs, fully charged with curtent inspection tags. Extinguishers's shall be installed at the exit doors, process areas and where the travel distance exceeds 75 feet. UFC 97 1002.1. Amended. 12. Electrical: 1. The occupant will need to verify that sufficient electrical receptacles aze provided as extension cords in place of permanent wiring is prohibited, nor shall flexible cords pass through wa11s, ceilings or doorways. UFC 97 85063. 2. We would request that a circuit breaker lock be placed on the exit sign and fue alarm panel circuits. 13. Interior Floor Finish: 1. Carpeting, if installed shall be a Class II Critical Radiant Flux and documentation shall be provided prior to installation. iJFC 97 Appendix IV-A. 14. Key Box: 1. A Knox Box Key box will need to be installed at the main entrance and contain necessary keys for the building. Keys shall be maintained at all times. Please contact the Division of Fire Prevention at 303-463 7463 for an application. LJFC 97 902.4 Amended. 15. Additional Comments: 1. Any code requirements arising from conshuction will be addressed. Page Six 15.Inspecrions: Twenty four hours notice is required for all inspections. Please call the Division of Fire Prevention at 303463-7463 to schedule inspections. UFC 97 103.2.2 2. Inspections are conducted Tuesday through Friday. - ~ ~ 3. Service TYPe CFi Fil~ 4. 9 a 5 4. Aeshictetl Delive v MqIL 1. Article Atl ry. (E~~ F~1 tlressetl tn0 1'es II YES, ntar°,°^'s alRerent hom item e tlelivery atltlress p¢low: CG Construction C/o Bill Goodman 4915 Iris St. i+heat Ridyc, CG H00:;3 Permi` # 12437_ n~ Va;r orm 3811, 48June 200n Wheat Rid ~ge R 1 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 November 5, 2001 CG Construction C/o Bill Goodman 4915 Iris Street Wheat Ridge, CO 80033 RE: Permit # 12437 - 4840 Van Gordon Street, Wheat Ridge, Colorado Dear Mr. Goodman, This letter is to inform you that the above referenced building permit has expired due to work not commencing within 60 days of the date the permit was issued. This condition is located at the bottom of the building permit denoted by the number three (3). Please submit a check in the amount of $2324.63 (half of the original building permit fee) on or before November 16. 2001 so a new building permit may be issued to allow you to continue with this project. Once this building permit fee has been paid, you will be required to commence work no later than January 18, 2002, failure to commence work by this date will result in a complete new building permit fee being assessed as calculated by the new fee schedule which goes into effect January 7, 2002. Please note that any construction activity started after the date of this letter will be subject to a stop work arder until ihe appropriate processes have been completed. Should you have any questions or comments please contact me at 303-235-2853. Sincerely, ~ Darin M r an Codes A inistrator Cc address files 11~ Planning Division Public Work Department Arvada Fire District A-1 Pattem, c/o Steve Aberle, 1365 Harlan Street, Lakewood, CO 80214 (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 City of Wheat Ridge Planning and Development Department Memorandum TO: Alberta Pierce, Acct. Tech. FROM: Darin Morgan, Codes Administrator ~ SUBJECT: Use Tax Refund - Building Permit #12437, 4840 Van Gordon St. DATE: January 29, 2002 Please find attached a copy of a letter requesting a refund of Use TaY paid July 16, 2001 in the amount of $11,96730. Please refund this amount to the address indicated in the letter dated January 30, 2002 Thank You DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12437 BUILDING INSPECTION LINE - 303-234-5933 Date : 7/11/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 4840 VAN GORDON ST Contractor License No. : 17915 Company : C G Construction Phone: 467-9861 Phone: 421 6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions prinied on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Construction Value . $797,820.00 Permit Fee $4 649 25 Plan Review Fee $3,022 01 Use Tax : $11,967.30 Total: $19,638.56 (OWNER)(CONTRACTOR) SIGNED DATE USB : Description : NEW BUILDING BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MR APPROVED WITH REMARKS Zoning : I OK 5/22/01 Approval: DM OK 7111101 PLEASE SEE PW REVIEW COMMENTS ATTACHED. Approval : MJG Occupancy : Walls : Roof : Stories : Residential Units ; Electrical License No : 19555 Company : Viking Electric Expiration Date : 2/28/03 Approval : OK/KS Plumbing License No : 17201 Company :Total Plumbing, Inc. Expiration Date : 8/31l02 Approval : OK/KS Mechanical License No : 20001 Company : Southwest Mechanical Management Inc. Expiration Date : 4/4/02 Approval : OKIKS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Builtling Code of Wheat Ridge, Colorado or any other applicable ordinances ot the City. (2) This permit shall ezpire if (A) the wodc authorizetl is not commenced within sixry (60) tlays from issue date or (B) the builtling authorized is suspended or abandoned for a penotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee ot one-haB the amount normally required, provided no changes have been or will be made in ihe original plans and specifcations antl any suspension or abantlonment has not exceetletl one ('I) year. If changes are made or if suspension or abantlonment 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 lhe naWral flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspeclor hvenry-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall nol be construed to be a permit for, nor an approval of, any violation of the provisions of the builtling codes or any other ordinance, law, rule or regulation. Chief Building Inspector 01/30/02 WED 13:31 FA% 303 202 9884 9 ONE PA'iTERN A-1 Pattern 8 Foundry Company, Inc., Wood, Metal, Plneter, Plaetic Pstterna and Models; Foundry Service 1365 Harlan St Lakewood, Co 80214 Ph: 303-237-8626 Fax:303-202-9884 January 30, 2002 To! Darrin Morgan WheatRidge Building Department Dear Sir, This letter is to inform you that construction for the A-1 Pattem Project, located at 4840 Van Gordon Street, WheatRidge, Co 80033, will not be commencing uirtil fuRher notice. A-1 Pattern dces plan however, to have the Right of Way Construction completed as saxi as possible or weather permitting. A-1 Pattem is requesting Use Tax Fees and any other applicable fees refunded to the business address; 1365 Hazian Street, Lakewood, Co 80214. A-t Pattem understands that the appropriate approval and permit process must first take place beFore azry construction at 4840 Van Gordon Street, WheatRidge, Co 80033, can commence. Should you have any questions please dodt hesitate to call above number wiih questions. Thank you for your time, Steve Aberle President A-1 Pattem & Foundry rdooz 01/30/02 WED 13:31 FAX 303 202 9884 AONE PATrERN Z001 "SERVICE AND DEPENDABII.ITY" A-1 PATTERN & FOUNDRY, INC. Wood, Metal, Plaster, Plestic Pntterns and Models Foundry Service 13b5 RARLAN 217-8626 LAKEWOOD, CO. 80214 Date: 1,.~02 From• 'A-1 1"C-l.'F'Y_j(A Time• Number af Pages Sent: ~ a~ I PmIodNB Cove[ Shxt) To: L - l.l6'~t ~ Com an Nmle:l Voice #:_~3/237-8626 p y (GII if rotd number of pages arc na rxeived) Fax a3` Fax 303/202-9884 Notes: ,j DEPARTMENT OF PLANNING AND DEVELOPMENT ~ BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) % ~ Building Permit Number : 12437 Date : 7/11/01 Property Owner : Property Address : 4840 VAN GORDON ST Phone : 467-9861 Contractor License No. : 17915 Company : C G Construction Phone : 421 6434 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distanees proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C J and a l l other applicable WPat Ridge ordi nc , or work under this ermit. NF~Q ~ DATE7 (OWNER)(CONTR4CTOR) SIG V Description : NEW BUILDING ~ C ~ Construction Value : $797,820.00 Permit Fee : $4,649.25 Plan Review Fee : $3,022.01 Use Tax : $11,967.30 Total: $19,638.56 I lco - 3f~2Z.0 ~ jl~ I~p, lo~~e. 55 I L`~IN(~b ART NT USE ONLV A ~ ~ SIC : Sq. Ft. : N Approval : MR AP OV WITH REMARKS Zoning : I RHIRN-SNIMME 5/22/01 Approval: DM mmmmmm, OK 7171101 PLEASE SEE PW REVIEW COMMENTS AITACHED. Approval : MJG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 19555 Plumbing License No :17201 Mechanical License No : 20001 Company :Viking Electric Company :Total Plumbing, Inc. Company : Southwest Mechanical Expiration Date : 2/28/03 Expiration Date : 8/31/01 Management Inc. Approval : OK/KS Approval : OK/KS Expiration Date : 4/4/02 Approval : OK/KS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of Ne State of Coloratlo and to the Zoning Regulations and Buildin4 Code of Wheat Ridge, Coloredo or any other applicable ordinances of ihe City. (2) 7his permit shall expire if (A) the work authorizetl is not commenced within si>1y (60) tlays from issue date or (B) the building authorized is suspentled or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl tor a fee of one-halt the amount normally required, provided no changes have been or will be made in the original plans and speafcations antl any suspension or abantlonment has not exceeded one (1) year. IFChanges are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done tha[ will change the natural flow of water causiny a drainage problem. (5) Contrector shall notify the Building Inspeclor hventy-four (24) hours in atlvance for all inspec[ions antl shall receive written approval on inspection cartl before proceetliing with successive phases of ihe~ob. (6) The issuance of a ermif or the approval o drawings and specifcations shall not 6e construed to be a permit for, nor an approval ot, any violation ot the provisions of fhe building EC s or any or ordinance, law, rule or regulation. Chief B ding Inspe r ! f'E?!`~R?rdcN'f OF PLANNING AND DEVELOPMENT Eui1c;7,c P=,7-,:; EU!LDING !NSPECTION LINE - 303-234-5933 v CITY OF WHEAT RIDGE Da-= 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) % ~ Prooemi Owne~--~T~'<iL'.1 CaA-L- aaJ 1` Proper.yAdaress: n5/6 6jc„iPr,cn=~' Contractor License No. : 1 711S - Company : ~~5~. Phone - W O`NNER/CON7RACTOR SIGNATURc OF UNDERSTANDING AND AGREEMENT : Construction Value I hereby ceRify that the setback distances proposetl by this pertnit application aie accurate, f\oiantl ao not violate applicable ortlinances. rules or regulations o( the City of Wheat RiOge Or Permit Fee covenan[s, easements or restnetions of record; that all measurements shown, antl allegations Z f~L~° 3U7~_2, p(~ matle are accurate: that I have read and agree to abide by all conditions pnntetl on this Use Tax acplication, anG that I assume full rcsponsibility for comphance with the Wheat Ridge Building tle (U.B.C.) antl all other applicable e dge inance or under his pertnit. 1 Total : IWNER)(CONTRACTOR) SIG DAT 'E_/ v~SZ~") Use: Description : W~~ '(?jU`-O BUILDING DEPARTMENT USE ONLY ZbTi n_"",e~. /w-~v~ _i Approval: l~" / .~IzzlOi ~ Zoning B-1 fd~n 'Commenfs~ Q Y J`x APProval: l 312z)o~ ~ 71111o, -PLoSE 560 R"' Approval: i'v.Nofsv-* Ar7kffF,A. \e.'~, ccupancy : WaOs : Roof : Stories : Residenti 1. ct cal Lic nse oPlumbing License N / 77-Q ~ Mechanical License N~: ~GaOI --Iy : 1/,~,~-y ~ Company : ~6.f~f' CompanY / Date : Expiration Date : Expiration Date : Approval : Approval : rrt was iasueE in accoNanx wiN tha proviaqro tet IorN In yaDUr aDOliotion antl is suDlect to tne 4ws ot tne Sute ot Golondo anG ro tne Zonmq ms antl BuilCing Cotle of Wheat R10ge, CobraEO or arry oUer applicable orOmances of tne Ciq. . iit znall of (qZa a~.~p~ auNOnxeO n net mmmenceC wiqiln sury (60) aays from iuue aate or (8) Me DmlOing autMOnzeC is suzpenoetl or tltora ry ~~t exp'rcs• a neW Pemn mey Ds u0uve0 fOf I fate p} one-Iqlf the amoWt namully rlQWreO, DrovitleC no Uanges have Deen pr will be maGe in tlle ins antl spedfiutlona anC arry suspensqn or aDantlonrtient nas not exeeeCeO one (7) year. If changes are maae or A suspension or a0anaonmem ne (1) year, NII feee flull Ce paitl tor a naw permit I any nunner sfwll Ea Gona yut Mn11 Wrqe yh rupJy Mw of water rauang a Cnlnage proOlem. shall nofify ryie BuiWiny Inspaetor Iwenrydpur (yq tquo in aCvance 1or all inspe[COns anE sfwll receive wrilten approval on insPecUOn oiE Oelorc p wim suaearve ohaxs ol tne oe. . ~'t P ottlinanxa Iaw, nNla Or d s~~nons Shall not be consfi20 to be a pemmt for. nOr an aPProval of. any violabon of Ne prodsions •ny~e rcquuuon. 07/03/01 TUE 10:52 FA% 303 202 9884 A ONE PATTERN "SERV7CE AND DTsPENDABILITY^ [l001 1365 FIARLAN 237-6626 1.AKEWOpD, CO. 80214 A-1 PATTER.N & FOUNDRY, INC, waoa, Mew, Maseer, rbSuo Pattcnm and Models Fouodry Servlce ]Date:__I From:_ `m ri x U 1'1 T1°m Number of Pages Sent: To:~'rt n ~ (Iwlwina com snm) Company Name~ ~kj~ Voice 303/237.8626 Fax , ' o~ 1~-215-7 (Call if w41 namber of pyy ere nIX rocei~sdJ Notes: Fax 303/202-9884 C'7~P1l10~7: Q' C 4 (~1 i p ~p~ov S u.b - Sl2v e~hprl 04/09/01 MON 15:17 FA% 303 202 9884 A ONF. PATTERN Know sll roen bp thne prexnta, t6at Colorado Stal, wkose addreae ie, 4836 Vee Gordon 3trcet, W 4eat Ridge, Co s0033, Couoty of leff cno., S4tte of Cobradq Aeroinaiter calkd Co lo ~a~o S)te e 1 for aad in ~oasideration of t6e sum e[ 2 5 end Mher valeabk comMenHon to Spaid byfi-I fritNfl'Q, do hereby give aad grant toki2a,{4(~WPERMANENT EASEMENT oa, dong, over and acrose the fdkwiog daeribed prcmiea to-wk: A tnct of had fyiag in the S.E. Y~ of eectioa 17, Towm6ip 3 Soath, Range 69 W at of tYe 6° Priwcipal Meridian, City of W hat Ridge, Conaty o( Jeti'ersou, State of Cobrado, dacribed aa: 3ee attac6ed: Ezhibit A Note: Ail bearings aro rciative tcAae wother aud are baeed on the bearing ottae ewt li0e of the S.E. Y~ of eaid Section 17 beiog N QQ,I_9,_U W. Far the purpou o8 ConstruMion sad meinteaaace of etorm water dniusge tacility. Subject to the tollowiag terme rsd coaditioea: To the ertcot permitted by Iaw, and without wdviag aay immunitia, p*otectiom, or defemea *vaitsbk at comman iaw or ander eqtute, indeding, withoat Ilmiqtion, A-1 Pa4tern rDd Fouodry lum agrea W 6old harmlaa Colondo Stal from and Rgafiaof any aui4 clsiqy aNornry's teos, bn or dsvage, induding pe+sonal iqjary w loae of lite, which may ceeur w a rault ot oegUpnt conetruction or priatwoee o4 said storm waur draioage fac0ity by aud /or Por Colorado Sted on the property aubjeM to thu wemeM. Ssid tract containa 420 square fcet more or less. Abo knowu by the strat and aumber as 4836 Vao Gordon 3treet, W heat Ridge, Co. 80033. And Colondo Stai heroby covenan s) Nit6 the city t6at 6e has good titk to the xforedacrlbed premisee: and t6at he h d Is right [o grant thie easemeut , IN WI'tNES5 W , he has hereu xt 6is hand(s) t6ie ~Ir~ dsy ot~,~/ A.D., 2001. Strte of Cobrado ) CoeatyofJeiTenon )9S. The foregoing instrumrnt wea acknowledged bdorc me t6is " day of 2001 by Colondo SteeL My Commleaion e:piree "t G 3 . witeess my hsnd eee omdal sesi. ;.T1 MADELINE R. LAMBERT I NOTARY PUBLIC STATE OF COLORADO I i~ My Commission Expres V xm, ron~ tA ooi 1` drafter of this descriptiori is Sharon tlullings, prepared on beha 1-1 Pattern and Foundry Inc., Iakewood, CG 80214 andis not to be r,-„Pr9 as renresentina a monumented land survey. CI"TY OF WEHAT RIDGE BUII„DING DWISION Code Correction List May 7, 2001 Owner: Aberle Builder: Still need a General Contractor and sud contractors listed Address: 4840 Van Gordon Street Description: New Commercial8uilding (TH/RD REVIEIM 1. Item #1 from the December 18, 2000 and March 23, 2001 correction notices have not been addressed. 2. Item #10 from the December 18, 2000 and March 23, 2001 correction notices have nct been addressed. 3. Code Data is incomplete and incorrect, due to not having separation on all sides and allowable square footage not complete. 4. A sidewalk must be provided from the ramp at the west exterior door to the public parking lot to meet accessibility requirements. 5. Horn / strobe locations are not shown on electrical plan or on sprinkler plan. Note first and second review comments are attached for vour information. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, ~ Darin M r an Codes ministrator CITY OF WHEA'Y' RUDGE BiTILDING DIVISION Code Correction List F040 March 23, 2001 Owner: Aberle 0 W " ~ Builder: Still need a General Contractor and sub contractors listed Address: 4840 Van Gordon Street Description: New Commercial Building (SECOND REVIEM 1. Item #1 from the December 18, 2000 correction notice has not been addressed. 2. Correct handicap signage detail to reflect correct "van-accessible handicap signage requirements. 3. Submit a larger scale detail of cross-section at north property line. 4. Since you are separating the foundry from ail other areas of the buiiding with a wall, you will be required to install a fire sprinkler system to cover all remaining areas of the building not part of the 140' x 120' foundry area as indicated on the proposed plan. Submit appropriate plans and information to the fire district for review. 5. Submit a complete cods analysis for the proposed building. 6. Correct exterior west elevation stairway to reflect the ramp being installed per the proposed plan. 7. Item #10 from the December 18, 2000 correction notice has not been addressed. 8. Submit information and specifications on dust collection system being installed in woodworking area. 9. Exterior wall openings are not permitted in north wall of building when less than 6-0" from the property line. 10.Submit an emergency lighting and exit signage plan for review, along with a horn/strobe location plan for building. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator C;I'I,X OF WJHEA'g' RIDGE BiTT~„DING DNISION Code Correction List COP December 18, 2000 k Owner: Aberle Builder: Still need a General Contractor listed r,~ ) Address: 4840 Van Gordon Street U/ Description: New Commercial Building 1. Application needs to reflect whom the general contactor and sub-contractors will be for the project. 2. The construction valuation based on price per square foot will increase to $797,820.00. 3. One "van-accessible" parking stall will need to be provided at each building with a 96-inch access aisle and a 96-inch parking stall. 4. Provide more information regarding ascending and descending slopes along north and east property lines. 5. Submit information on one-hour separation wall that is required between F-1 and F-2 occupancies. UBC Table 3-B 6. Provide fire sprinkler plans and building plans to the fire district for their review, they did not receive a set for review. UBC 904.2.5 7. Provide one-hour separation wall information for walls between office and woodshop/foundry area. UBC Table 3-B 8. The west door from the woodshop area is a required second exit from this area and needs to be made accessible by way of a ramp and walk to a public way. UBC Table 10-A 9. Separate sex handicap restroom facilities are required when the occupant load exceeds 10. UBC Appendix Chapter 29 10. Provide special inspector certification information for special inspectors required for this project. UBC 1701 11. Submit a copy of the soils report for the site. 12. Submit information on dust collection system required for F-1 woodworking area. UBC 306.8 13. Submit an electrical plan with service calculations, plumbing plan, mechanical plan and a horn/strobe and emergency lighting plan. 14. Show sprinkler control valve location and protection detail if applicable. 15. The fence in a front yard cannot exceed 48 inches in height measured from fnish grade. Correct detail on sheet A-1 Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator «Py 7500 WEST 29TH AVENUE • WHEAT FIDGE, COLORADO 80215 The City of GWheat "Ridge APPLICATION FOR MINOR DUMPING/LANDFILL PERMIT NAME OF APPLICANT: Jt-e V APr( ADDRESS OF FILL• '7 040 Vn1%' _?OI`dPI^ P`Yeei APPLICANT'S ADDRESS: & 6 55 9,l'o Vl^, Ci,. AI"VGtdQ CO ~ (?D04 DATE OF APPLICATION: C) { ;oc) 1 All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from the 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 responsibie 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 compiy with this requirement wili result in the enforcement of Article II, Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws. M1NOR EXCAVATION AND FILL PERMITS 1. 1-50 cubic yards: No permit is required for dumping or excavation of earth materials, which do not exceed fifty (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 fili is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fili or excavation does not obstruct or otherwise adversely affect any drainage way. 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 drainage ways, irrigation ditches, etc., and indication of how and where historic runoff will be maintained on and throughout the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. Page 1 of 3 (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPAFTMENT FAX: 235-2949 E. Statement which 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. 501-20,000 cubic yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 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 one inch to twenty feet (120) which illustrates the following: 1. Location and dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. 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 shail be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading pian with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of two feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report my be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and strucfures. 11. Statement or purpose of intended fill or excavation. 4. Performance Standards: The following provisions shall apply to alI Minor 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. Page 2 of 3 "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 City of Wheat Ridge Code of Laws, Section 20-21." 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 fili 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). / 3 6 3C 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101 to 1000 cubic yards (CY) for the first 100 CY plus each additional 100 CY or fraction thereof X 3 1001 to 10,000 cubic yards (CY) for the first 1000 CY plus for each additional 1000 CY or fraction thereof 10,000 cubic yards and over 'City of Wheat Ridge Code of Laws Section 5-76. fLe( CIAA- PF $10.00 $15.00 $15.00 ~ 15, o0 $ 5.00 ~ j.-5. 00 $60.00 $ 4.45 $100.00 To+a( ~ ~3(), 0 0 AII permits shall be appiied for prior to the start of fill deposition or excavation operations. 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 the City of Wheat Ridge Code of Laws, Appendix A, Section 24.6. 6. Any fiil requested under this permit within the 100 year flood zone MUST COMPLY WITH THE CITY OF WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE: i HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND I UNDERSTAND THAT I CANNOT START TNIS 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: Ciry7 Engineer '1/10~91 Appr val Date (if different than above) Pag: of 3 Ju1-11-01 12:47P C G Construction P.O1 ' • ' C G (CONSTRUCTION: INC 494' I:i5 S!ree! V;hc~ R:Om~, Co,orado 60033 303-421-6414 FA1(' 301d31-4745 DA 'E 7- II ` v { . TO: drd FROM: -P~xp. &00~1~ Number of Pages .-4~g Including Cover Sheet IF YOU DO NOT Fil :CEIVE ALL THE PAGES, PLEASE CONTACT AT TELEPHONE # Time COMMENTS: ~~311 L~ ~ nh C➢P 4' ♦ J r r ~ ~ COMPANY 4~~ iO11M. I i0 ,]u1-11-01 12:48P C G Gonstruction, "ARnce ANo oeroro, uMY^ A-i PATTERN COMPANY, INC. Wood, AAe1a1, %nhr, PIqNc Vahxna end Mpdels Foundry Suvkn July il Re: Gem :ral Contreetor To CG G msauction, Inc. P.02 WJ uu1 uet MAwr nnws URPVOOD, COLO, q214 With rega rds to construction project for A-1 Pattern Warehouse facilitia, we are hereby notifying :G Consmiction that we will be obtaining their services as Generel Contractor_ We are al. o infomaing you at thix time we have a grest intemt in compiekng pTeliminary snd projra t papetworlc, and it is ow intrnc ►o move fo:ward wirh the building es soan as possible. Thank yat Sincorely. i Steve Abcr e A-I Patten & Foundry, Inc. Yresident PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 7 /&16 / Applicant(4-1 Pa;CY/► Cul'YLQQ/)4,//JG. phone# ~~-cZ37-t~~(p Location of Construction 4g4o V~.I 6.~QVo..1 Purpose of Construction /wAR&4o.,s£ Building Permit Value Single Family Commercial ✓ Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $1 0. $ LOO• .00 (for document processing) Single Family Residential Review Fee: $50.00 (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 $ For review of technical documents for construction in right-of-way, final drainage report and erosion control pla 500.0 $ 51--" o- 0 0 Subdivision Improvement Agreement Fe . 125.00 $ l25 • o0 (for document processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 $ (for document application and processing) Traffic Impact Study Reviewf e: 100.00 $ loa• 00 (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 Class I Publication/Public Notice = NIA Class II application = $250.00 Class II Publication/Public Notice = $90.00 $ TOTAL REVIEW FEES: (due at time of building permit issuance) $ 82 S• o0 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 Applican c,(.i ~ i j1A-,{7 5o Date lb,)o I Files on Enginent/Forms/Reviaw Fees-Building Permif Ap Rev 04/01 oF w~T P DcPARTMFNT OF PUBL/C WORKS BUILD/NG PERM/T APPL/CAT/ON REVIEW Date: & 8 0, ~01oa1'60 Location: '4Z7`Co VAiJ 4oZna./ ~ i Attention: Building Department I have reviewed the attached materials submitted in application for approval of a icb 4.,au a at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed -I/ b. Drainage plan not needed C. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: ✓ OK Not OK; refer to stipulations. 3. ~ NPDES Permit Required: _ Yes ~ No 4. ✓ Public Improvements: a: street paving needed: Yes No b. curb and gutter needed : v- Yes No c. sidewalk needed: ~ Yes No d. street lights needed: Yes ✓ No C. storm sewer needed: Yes ✓ No £ letter of credit required : ~ Yes No If a letter of credit is required, for what improvements? Gu¢.6- 6uTm¢ , S ra~..wtac _ 5. ✓ Subdivision Agreement required: ✓ Yes No 6. ✓ Development Covenant required: _ Yes ✓ No If Yes, for 7. ~ Traffic impact analysis and report required: Yes No 8. ✓ State Highway Access Permit needed: Yes ~ No 9. ~ New roadway or alley R.O. W. dedication recommended: Yes ✓ No _ If yes, what is recommended? 10. All existing dedicated roadways/alleys meet the standards of the City:!- Yes _ No If no, which do not and what is requested: 11. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby gives its pproval ubject to the above and/or attached stipulations. ~ ~ 28 0 ig i~tture ichael Garcia D e ( 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does nor give its approval For the reasons stated: Signature Michael Garcia 13. ~ Stipulations attached: _ Yes ✓No 14. ✓ Summary Comments: iS iz-C"9u1RCC ~M46f /o %FfE,EXifn..ih f~w.Bc,c AS 4 i5 %o B-~ %rfE /'E?.«Tr i4~~uc.aMr 7Zj G.p. /SSU.4~l(GE. .jl JlAi.vA6F ~-Eer~F~eer,e.~/ To C.O. ,/SS✓dNLE. Piles on Enginent1FOrmsVB1dprmt3.frm Rev OS/00 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 - LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ~ Z9 o i ADDRESS 40X,0o,/ -r.~T 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 303-235-2868. Sincerely, Mi#IGa D evelopment Review Engineer cc: File Files on Enginenf\Development Review/Forms 6 farm letters\Notifimtion of PI Restorotion Rev 05/00 ~ ~ ~ ~ " , imms Street, Arvada, CO 80004 • 303/424-3012 • 303/432-7995 fax Sprinkler System Plan Review Comments Date: Aprii 27, 2001 Reviewed By: Steve Steigleder CO 073 Name: A-1 Pattern Location: 4840 Van Gordon St. System Type: Wet Density: Ordinary II Maximum Storage Height: 12 feet Installer: Cleary Fire Pmtection 1. A sepazate permit will need to be obtained from the Building Inspection Division of the City of Wheat Ridge for the installation of sprinkler systems. 2. The installation ofthe underground fire line will need to be inspected by the Valley Water District. The two hundred lb. hydro test will be witnessed by the Fire Marshal's Office. 3. The fire dept. connection will need to be installed at a minimum of 36 inches above finished grade within 150 feet of a fire hydrant. UFC 97 1003.1 Amended. 4. Hose connections shall be National Standazd Thread. UFC 97 1003.1.1. 5. Hanger locations are not noted on the plans. Will 12 or 15 foot spacing be used? NFPA 13 6-2.2 6. The outside hom and light shall activate on water flow only. NFPA 13-3.10.1. 7. The back flow prevention device will need to be tested by an independent tester as required by the Valley Water District prior to final inspection. 8. Sprinkler systems over 100 heads shall be supervised by a central, proprietary or remote station. UFC 97 10033.1. 9. Valve monitoring, water flow, and trouble signals shall be distinctly different and shall be automatically be transmitted to a centrat, remote or proprietary monitoring station. UFC 97 1003.1. 10. Audible and visual alarm signaling devices will need to be installed the building and will need to activate upon sprinkler system activation. UFC 97 1003.3.2.(a). Amended. 11. If a room is constructed for the sprinkler system, the sprinkler valve room door will need to be labeled, "Sprinkler Valve Room" in a minimum of one inch letters on a contrasting background. UFC 97 10031.1 Amended. 12. All drains, tests, control valves shall be labeled. NFPA 13 -3.83. 13. The hydraulic calculation cazds sha11 be posted at the sprinkler riser. NFPA 13-10.5. 14. The spare head cabinet, spaze heads and wrench will need to be installed next to the sprinkler control valves noted on the plans. NFPA 13-3.29 15. Twenty four hours notice required for all inspections. For inspections contact the Fire Marshal's Office at 303-425-0850. UFC 97 103.2.2. 16. 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II ~ 4 - I is i `d s i i , t ~ 1 ~ ~ i E I r _ i ~ Q i . i _ A-- ~ t i 'f ~ _ _z._._ . ~ - {a " f& rT t ry FS - -_-----r I , i 52ND AVENUE.- ~___L__ f ---TT - I I ~,oc~ - k I ~ % ~ t ~ _ ~ ,aR STE ~ C- k' ~ z~ ~ i a o z~ i ~,.r. ~ -t'°.Y-° I % I i ~ ~ ,-~t''~ I r ~ r- . ~ / ~ Z o 1., ~ I I ~ ~ - l M ~ OI m .~.____aaTN AVENUE I ~ VICINITY 1'4=100' i P,I.D, P~D~NDERHORN PARK MINOR SUBDIVISION r i ~ i ~ ~ wT~ I~OT 3 I.OT 4 ' CRAP~IC SCALD ~ ~ ~ o n r r N 89°14 51.. 623,00 622,5 w fCUND REBAR ANp V z ~ EOUNp REBAR AN ' FENCE LINE CAP LS 4769 - a D 330.75 292 25 i ~ CAP is 4769 (IN FEET I ~ ~ WDa P n- I ~3-, D osTS SCALf:i -50 (TY?I~A~i DATE; 08.29.00 ~ I~ W ~ w ~ I~ r sa ~c LO'T 2 ~ ~m w w x 1'. r _ L+V 1 ~e ~ _ 1 ~ . e ~ 1.48 ACRES ~ ~ 1.30 ACRES ~ a ~ - ~ y ar, ~ I ~ 64,469 S.F. ~ 56;628 S.F. ? C7 ~n i x p u.a t/) trz ~ ~ N Q` w °I~ ' l M I ZONING I ~ L + + ._-_____--_____-_____..__332.54----._.__ _._........__._----290.66-______.____..__._________. I _ m --623.20'-------_. __-_S 89'14'51" ~.m..-__-------- „ r s1 iV Hy ~+J J i t e..., fzf 10' WIDE ~L~= SERVICE ,r' _ ~ I ~ r ,5.70 ~ :~a~ COMPANY Er, 'BENT I ~ ° i o ~.w y ~i r o 1 ~ ~ z ;K, LOT 3 r S?{ORM-WATER I i I ~ 1.94 ACRES DETENTION Ri:MENTION °'i . 84 506 .F. I ~ I,OT 3 tr~~tMtN i I I ~I~ a~ I i -122.29~'~-~~ T.P,o.e ( --~''`~y SET RE6AR ANG 623.35 623,07 cA~ ~s 26296 i n r~ sEi RtdAit AND 5 89'3Q 16 W CAP LS 26296 FENCE LINE ~ - • ~ _ , ° ~ _i r 1 ~ *~F, i I b IA ~jn P~.I3. 4~~ % f ~ NI~It~LAS GARDENS l G~ NOTES; ~ ~ ~ ~ ~ e- 1: ALL AERRINCS CONTAINED HFRF_(N ARE f1ASE:D IJPDN THE FAST h.l_NE C)F THE SOUTHEAST O%1ARTER OF THE 5f3U1}{EAST UAR F ~ ..TER , O SECTION 17, TQWNSHIP 3 SOUTH, RANGE 69 WEST, BEING AN ASSUMED BEARING OF N O0°99'16" W BETWEEN THE I FOUND MOPJUMENTS AS SHOWN HEREGPJ, 2. RECORD INFORMA11t1N DENOTED BY PARENTHESIS ( . ~'7 L[ 3. 5E T Nv. 4 REBAR WITH 1 1 J4" Pi.ASTfc CAP i_.S. NUMBER 26x96, AT ALL LOT AND BOUNuAR'r' CuRNERS. r 4. THE LIMITS OF THE 100 YEAR Fl-OOf) PLAN DO NOT EXIST WI tNIN 1NE , BOUNDARY OF THIS SUBDIVISION. i w 5. ALL DIMENSIONS SHOWN NEREQN ARE IN FEET, ALL BEARINGS SHOWN HEREON ARE IN DEGREES-MINUTES-~SFCONDS. 6. ANY PSRSON WHD KNOWINGLY REM(3VES, ALTERS OR DEFACES ANY Pl1Bl..IC LAND SURVEY MONUMENT A OR L ND BOUNDARY Mfl~~tiL`11~LNT OR ACCESSORY COMMITS A CLASS TWO ~2) MISDEMCANOR PURSUANT TO STATE STATUTE 1$-4-508, C.R,S, 7. ~ , ~ 'E li Tf~1E FOLLOWING MCDIF NF N ~TI~F O'~NERS ~F LQT° ci nu inn _ic cii nc d nccrnic n~~~c OF ~~1Bui~IGiviJ, N~~, avG~E~S`JRS nND n,~~lviya GRniJia Li~rIITFv f ~ RiGNTS AND PRIVILEGE OE ACCESS TQ AN D FREE OVEMENTE NROUGh1 ALI_ CURB CUTS, PARKING AREAS AND DRIVE AISLES d WITHIN THESE LOTS. SUCH ORANT~ OF SEMN SHALL BE LIMITED T(I TNF t"~WN>=RS TFNuNTCr"91~Tt"si~~Nr~ a~ir~ niceTC~ r;c rv VVLJ .1 VI 1 AND SHALL FUTNERMORE GRANT ACCESS TO, AND FREE MOVEMENT THROUGH SAID EASEMENlS TO THOSE ENTERING AID ESEMEN FROM SIMILARLY RECORDED EASEMENT FROM ADJACENT PROPERTIES, AND/OR FROM ABUTTING PUBLIC ST Rk_ETSIP . 8. TH STORM WATER DETENTION/RETENTION AREA(S) SHOWN HEREON SHALL HE CONSTRUCTED AND MAINTAINED BY THE OWNERS, NT~IRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SAID CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNER, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA(S) AND PERFORM THE NECESSARY WORK, THE COIT' ~ WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY UPON BILLING. NO BUILDING OR STRUCTURE Wi' ~L BE CONSTUCTED IN n inr "IT ION a el as n w a r ii nn u n Hann r nIr i CASE HISTORY DATE OF PREPARATION: _ 06.21.00 IN THE DETENTON~ncTEN 1 N AREA, A D NO CHANCES DR ALTERATIONS AFFECTING THE rl NA ~Iu Ur,AK ,lFniaT~CS An Association of M& Ca t00% hm and Bos&w D*W* C ati z - - _ 11445 West 1-70 Frontage Road North, Suite 102 REVISION [SATE: 08_?g_OQ - ~ DETENTION/RETENTION AREA(S) WILL BE MADE WITHOUT THE APPROVAL OF THE CITY ENGINEER. ,00 Wheat Ridge, Colorado 80033 DATE: REVISION DATE: Phone 303.403-4706 FAX 303°403+0800 I DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING iNSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 12153 5/16/2001 Property Owner : Property Address : Contractor License No. : 4840 VAN GORDON ST Phone: 467-9861 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y 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 antl agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheat Ridge ordinances, for work underthis permit. (OWNER)(CONTR4CTOR) SIGNED ('~__A1.D y,Q, DATES I O Description : PUT UP 6' CHAIN LINK FENCE - SITE PLAN W/ APPL. Construction Value : $1,800.00 Permit Fee : $63.15 Plan Review Fee : $0.00 Use Tax : $45.00 Total: $108.15 Use: BUILDING DEPARTMENT USE ONLY 10 "1SIC : Sq. Ft. : Approval : MLC COMPLIES W/ FENCE REGS. 6' IN REAR YARD ONLY. Zoning : I Pleaae Note: OK 5/15/01 °O°~Or Is responsible for locating pro~ Approval . DM lines and constructing improvements accordirtg to the appmved plan and required development standards. e City is not asponsible for inaccurate information 1ICt~1M 7L Approval a~~ ayW W tubmitted within the plan set and any constructica errors resulting from inaccurate icfortaation. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issuetl in accorUance with the provisions set forth in yopur application and is sub ect to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code oF Wheat Ridge, Colorado or any other applicable ordinances of t~e City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixry (60) days (mm issue tlate or (B) the building aulhorizetl is suspentletl or abantlonetl for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations antl any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done lhat will change the natural flow o(water causing a drainage pro6lem. (5) Contractor shall notify the Builtling Inspector twenry-four (24) hours in atlvance for all inspections and shail receive written appmval on inspection card before proceediing with successive phases of the job. (6) The iss e of a permii or the approval of drewings antl specifwlions shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions o! Ihe il g cqQgspW73ny other ordinance, law, rule or regulation. Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUIIDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) PropertyOwni RbfdF Properry Address ; k/S(40 \j" 6,CrAOVl Contractor Licensz No. Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City or Wheat Ridge or covenants, easements or restrictions of record; that all measuremer.ts shown, and allegations made are accura[e; that I have read and agree to a6ide by a0 conditions printed on this =^ciicaticr., and [Fat I asscme rull rzs onsibiii"ror wm iiance i[n I Wheat Ritlge Bwlding Code (U.B.C.) and all other applicab'd~ardinjnce~d~fori 1 k under this permit. (OWNER)(CONTRACTOR) SIfaA1FB~C-t, Buiiding Permit Number : Date : Phone: 303 _t(V"1- q% ) '"kR Phone :30 • gb-l• QR. , Construction Value : ~ Fu p i Permit Fee : US2 T3X ' ~ Total: Description tut-p G~:pP1~C4fion , }.~1~}td i.. yellow BUILDING DEPARTMENT USE ONLY ~ ,flpRu ar4 S SIC: Approval: t 1..~.,_ Zoning : Z ~ k~ ~Q\k ~ • B~[Cdit'~~il1111WHInts'~ ?y~~ Approval: 5~S/Qf il Approval : Occupancy : Walls Electrical License No : Company : R Expiration Date : i Approval: Roaf Plumbing License No : Company : Expiration Date : Approval : v lT yC ~D ~V A. 7 -7 K~S Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in acmrtlance with Ne provisions set forth in ybpur appliCation and is subleCt to the laws of the State of CobraCO and ;o the Zoning Regulafions and Building CoEe o( Wneat Ritlge, Coloraao or any other applicahle orGinances of che Ciry. (2) This permit shall expire i! (A) Ihe work authonzed is not commenced within sixRy (60) tlays from issue tlate or (B) the huiltling authonzed is suspended or abantloned tor a periotl of 120 days. (9) If this permit expires, a new permit may be acQUiretl for a fee o( one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeEetl one (1) yeac If changes are made or if suspension or abandonment exceetls one (1) year, lull fees shall 6e paitl (or a new permit. (4) No work o( any manner shall be tlone Ihat will change t0e naWral 9ow of water tausing a Otainage problem. (5) ConVactor shall notify the Builtling Inspectar twenry-tour (24) hours in advance for ali inspections and shall receive wntlen approval on inspection cartl before pmceediing with successive phases of the job. (6) The issuance of a pertnit or the appmval of Crzwinqs and specifcations snall not be cons[rueG to be a permit for, nor an approval of, any violation o( the provisions of the huilding codes or31" the"inance, law, nife or requlatlon. Stories : P 1&+- w 1-}l\ Chief ~ 1 IN ~ ~ Y ; o a W ~ 0 I r H Z o ae O ° S O 0 2S'a y I z N ~ O ~ O ~O< O b + ~i a v m o T ry In N N. rt O o W M r ~ a ~ fi ~ O r N. m ~ I(D r rs L- N ffl p r 0 0 r r N N o ~ ID D i 5 ~ OoZ~ _ 0~2 o°O N.Wi • w NmII m N ~ O N m FA H W u ~ s LTI e Q Sent by: Viking Electric 3034565832; 05/10/01 4:29PM;Jetrax #187;P2ge 1/1 VIKING ELECTRIC INC. DATE:S-10.01 16548 W. 78'h Pl. arvada, CO 80007 Office (303) 421-3390 Pager(303) 852-1720 Faa (303) 456-5832 RE; Reference T,etter for 4z4 Landscaping We at Viking Electric wauld like to 6e of any assistance cancerning the abiliries and cnmpetency af 4x4 Landscaping in the construction field. 1 have worked on various projects involving construction management and job coordinarion with 4x4 Landscaping. I would have say that Steve Aberle has no problem understanding all aspects of the trade and understauds the tasks which are required to compiete a project with an extreme attention detail. He has no problem understanding and working alongside the other trades to assure the project is done in a safe aad timely manner. THA Y TT30MAS N. EDLUNA President MAY. 10 ' O1 (THU) 14::7 . . . . ENERC3Y REPAIR BERVIaE INOORrGfiATQD May 10, 2001 Reference: 4 X 4 Landscape end Construction 1385 HaClan Street Lakewood, Coiorado 80214 To Whom It Mey Concern: PAGE.1/1 ap7 WEBT SETN AVE. OEN~ER. GC DO216 t3031 293•8776 FAX 13031 293•8842 I have used 4 X 4 Landscape and Constructian to handle several buildings involving new _ construction entirely as well as repair modifications on existing bui{dings. This work entailed concrete, framing, mechanical, electrical end plumbing. 4 X 4 Construction is very qualifled in ali fields of constructlon. I will be pleased to use 4 X 4 Constructian on any up coming projscts based upon the satiefactory work they heve done on all pest contracts. Sincerely, ~ Ben F, Chaney CEO BFC/im 05i10i01 15:55 GOLTRA » 303 202 9EE4 N0.917 Dal GOLTRA. CASTINGS CO., TNC. 501 McIntyre St. Golden, CO 80401 Plione 303-279-7818 Fnx 303-279-3250 May 10, 2001 To whom it may concem: In reCerence to 4 X 4 Landscaping and Construction, we have referred several construcuon projects and have found them to be of flie highest quality in appeazance and construction detail. 5teve is also an accomplisheci master pattem inake and roads and undcrstands blueprints as well as anyone in the industry. We also rely on Steve for technical support and secondary evaluation of projects. _ Thazik you, rapcr.e Manager tra Casting o., lnc. 05/17/01 THU 11:58 FAC 303 202 tioSSV32752857 A ONE PATTERN at 5/17/2001 12:51 PM FROM A-t Pattem & Foundry Steve Aberle ro City of WheatRidBe _ Darrin Morgan Is) 1 U 5/1 =H Darrin, Please let me Imow as soon as possible [t Mr. Bamea cretlentials are suitable, and for what speciai inapections he can be used for. Thank yeu, Sharon A-1 Pattem 8 Foundry ~¢uc //l•2 ~ai.us s✓~,r.a'f- c` /o~r~~ ~v Ae- ,,~•y , ~ {~ersd/~,n ~S'ur ~y."~ ~n~~C.t~iot,~ /Le-clXGG(z V /,a k ~lYn ~ay?~ lihooi 001/001 J tilT 1 TC JVJLJJLUJ% G1~ '1'~~p n J/1///~lLVCl 1L~J1 r nii LQyC 2 no N FPA NFPA! 1 Batterymarch Pazk, Quincy, MA 02269-9101 USA INTERNATIONAL Phone: +1 (617) 770-3000 Faz: +1 (617) 770-0700 www.n$a.otg e Apri19, 2001 Darin Morgan Wheat Ridge 7500 West 29th Ave Wheat Ridge CO 80215 Deaz Mr. Morgan: ~ ~ This is just a note to tell you that we have received your letter requesting a Formal Interpretation of NFPA 40. Your letter has been referred to Cazl H. Rivkin, the NFPA staff liaison who is handling the committee, which is responsible for NFPA 40. The request will be evaluated in accordance with Section 6-1.4 of the Regulations Governing Committee Projects (enclosed). The staff liaison will notify you as to the status of your request. Very truly yours, •3x~r~" Casey C. Crrant, P.E. Assistant Vice President Codes and Standards Administration CCG/ljl c: Cazl H. Rivkin, Staff Liaison NFPA's mission is to reduce the worldwide burden of Fire and other hazazds on the quality of ]ife by providing and advocating scientifically-based consensus codes and standuds, research, training, and educauon. -ction 6 Formal Intetprclations. 61 Cenm1. Forma! [n[e'prehtions are for the purpose of provid- iog Formal explanations of the meaning or intent o( the'IC on any spccitic provision or provisions oC any Documen[. 61.I Limitatioas. Astatemrnt, written or oal, that is not processed in accordance ..iih Section 6 of thcse Rcgulations shall not be consid- ered the oficixl position of NFPq or any of its TCs and shall noc be mnsidcred to be, nor be r<lied upon az, a Formal Intcrpreta[ion. NOTE This formal Interprcrauon procedure dces not prercnt any Chair. Mcmber, or the StaE(Liaison Crom exprcssing i Personal opinion on the meanirtg or intent oC the TC on any provision of any suth Docummt, providcd that (a) the person rendcring the opinion o(ally or in writing dprly sptes that the opinion is pcr sonal and does not neccssacily repreun[ the position of thc 7'C or the Associaaonand rtuy not be mnsidered to be or reticd upon u such; and (b) writtrn opirtions are rendered only in rcsponse to written requab and a mpy oF the rcquest and the resppnse is srnt to the SnfC Liaison. ~ 6I.2 Natuae of Fo`mat Iataprehaom. Reyuutt for Formal Inteo- pCetations shall 6e dprly worded so az to solicit a Ya or No answer from the TC and TCC. 4I3 Editiom W 6e Inte'protcd, lnkrpreations shall bc rcndered oa the text of the requeseed cdiuon of the Documene'Ihe intecpreta- tion shall also apply w and be published, on the cwrrnt edi6on of the Document, iE' 1he ax[ is idrnunl, unless dttmed inappropriate by the TC or TCC (see 5{,I), 61.4 Reuous for No[ Proceaiug_ p rtquest Cor an Intecpreauon shatl not be protesccd i[ ic (a) involves a de[umi`ution oF mmPliance oC a design, installa- tio4 or produtt w equiralency o( proeection; (b) inwWes a review oCplans or,specifintions, or requires jud8' mrnt or knowledge tlut can only ye a<quired u a raule of onaia inspecrion: (c) involves text that deuiy and dcdsively provids thc rcquaccd information: or . (d) invoWa subjects thae wece not previousty mnsidered by the TC or that are not addressed in the pxumrnt 6-2 Met6od of Requesting pocmal Int,Rnqaous. A request (or a Fornul Iatttpretation " be directed to the Cound Secrewy, The requat shall indude a statement in w6ich shall aPPve' speci6< references W a single probkm and ideatiCying the portion (arude. ucdon. WrVVb. ete) of the Document and editioa of the Docu• menton which an Interyreation is requened. SufL a rcquat sluLL be in wriang and:hall indiote the business intercs[ of the rcquetta A rcquat inwlviog an aaual fidd sinuaon stull so wte and all parties inwhM shall be ommed and aatificd. 63 Poacessios. 63.1 Dete`mimoiou of Quilifiption. Ihe Coundl aonsulotion with the a nate SnfT [~a' ~~~Y• afar PPmP.' ~sori. stull dttamine ff the requ<st [oc Fofmal lntuprentfon slull be prvicessed in accoedance with 61.4. 6S2 Editiugofinte:p.ehtionRequest Arcqucuforanlncclpreu- tion maY be rcPhnud. 1he repheaud veraion aad any pcrtinmt backgrowd informatioa shall be unt co the requ«cer and al( pazues named in the reyues[ for agreement A dudline [oc reccipt o[ agreement shall be esnblished. 633 Baltotiog of Iute`pcehtions, 1f acccpted for mnsidrntion, uth requcst shall th<n bc submitted lo ballot o( the TC havinp primary jurixlic6on of the Document or portiort thertoC tovering the subjctt under considrnrion. N01'E Suppiem<ntal Openfing Proc<dures may be adopted by a TCC such that the Formal lnte`prctation is balbted wncurrenUy through the TCC and the TC and ff the resulcs oC chis balto[ are in contlic4 the Fortnal Inte`prcauon wili not bc issued and the imm shall be placcd on the doclc<t for proccssing and rewluuon by the TC at its next mttfing (ue 3-3.8), 63.4 Volivg on InterpieUUOns (a) A Forrtul fntapretation requires y threayuarcers majoriry agreement u ullicd in accordantt wich 53.45. (b) Wherc ballots conhin commcnts wifh regard to a position ut forth in a Fornul (ntttpretation reyues[, such commrnts shall be transmiucd to cach Member who may cfunge his or Att ballot ae that timc. (c) Wherc the necesvey agcecment ss na recci,cd. the itcm ahali he plzced on the dorket for proccsing and raoluuon by the TC ae its neat mceting. . 6-4lsswnceotlnte`peehtion, 1fth~~ubedagreementuzecured, the rcqucte , the TG and all nened par6es dup ye notified by the Snff liaison. The Interpreution s6ali be icwed and shall become eFfective YO days after the notifintiop unlecs an q,ppeal is fied wieh the Coundl within that 20day paipd, 6-4.1 Publicatioa InteryrctaUOns of [ut p( the NRCnt ediuon oC a Docvmentshali be publishcd bytheASSOCiatipnin one o(ies publica- Cons trnt [o all memb4rs and announced in an Aswciation news rdeau w. other media . Inteiprcntions o( [ext M aq ouodatcd Documeae ahall nor be publishcd by the Assoijauon but ahall be sent to the reyuester and all panics wmcd in the rcquat- 6-4.2 Ap(fiability. My Fornul Interprenrion issued shall apply w the edition of the Documcnt for rfiich the Intttpreution is made and to any other edition of the Document whtre the text is idenucal co rhe wct of the edition on Mhich the Fcemal Inarpreution was rendered unless dttmed inappropriate by the TC or TCC (ue 613). 65 Action Fodowing Tswante of Fonmat Inte(p~doa. My TC whox Document haz been the wbjectda Fomul Inaryrention shall prcpare a committee proposal cla'i('ying the text ot the Docunxnt invohed w rcpon W the Shndards Counul its n6ofule ss co wiry ii bclieves darifintion is not requ'ved. Y'he TC shall procens wadh pro- P°sal i° conFormanu with protedures sel forlh in 43. and aH<r issuana of the nut edition the lntecprctafiqi dull no bngu bc Publishcd. THOMAS P. QUINN o¢ttaznEy at law March 6, 2001 Via Fax to: (303) 235-2857 Mr. Darrin Morgan Codes Administrator City of Wheat Ridge 7500 W. 291h Ave. Wheat Ridge, CO 80215 Re: Building Address: 0 heat Ridge, Colorado Applicant: A-1 Pattern and Foundry Co., Inc. and Steve Aberle Request for Exemption from Overhead Sprinkler System Requirement Dear Mr. Morgan: As I informed you by phone yesterday, I represent A-1 Pattem Co. Inc. A-1 hereby requests an exemption from the requirement for an overhead sprinkler system in the shop of their new building at 4890 Van Gordon in Wheat Ridge. The reasons for this request for an exemption are outlined below. Mr. Steve Aberle of A-1 has already discussed with you the serious hazards involved in installing an overhead sprinkler system in the foundry shop. The main activity in the A-1 Foundry shop will be the pouring of molten metal into molds. When water comes in contact with molten metal, there is an explosive chemical reaction that occurs almost immediately. Upon contact with molten metal, the watex is almost instantaneously vaporized, xesulting in the separation of hydrogen and oxygen and essentially creating an explosive reaction similar to a small hydrogen bomb. This explosive reaction would cause molten metal to be thrown in all directions, possibly buming and disfiguring employees and other persons who may be in the area. In addition, the reaction of water and molten metal under the right circumstances could cause an explosion that would destroy not only the foundry building, but sunounding buildings as we1L The use of a canopy over the foundry area would not adequately address this problem because molten metal is used throughout the foundry shop. The canopy would have to cover the entire room, defeating the purpose of having a sprinkler system. Moreover, the A-1 Foundry building will be constructed entirely of inflammable concrete and steei. There should be no flamuiable materials such as wood that would create a significant fire hazard in the foundry area. You have requested that A-1 also submit a letter from its liability insurance carrier stating that it will not insure the A-1 Foundry if an ovexhead sprinkler system is xequixed in the shop. The carrier is unwilling to make such a statement in writing. However, after the shop is built 143 UNION BLvo, Sui7E 900 • LArcEwooo, CO 80228 (303) 984-9766 Fa,x (303) 980-5589 with an overhead sprinkler system the insurer may inspect it and then refuse to provide coverage because of the safety hazard. They could also deny a claim for property damage or injury based on existence of a known safety hazard. As always, the carrier carefully reserves these rights. For the above-stated reasons, A-1 requests that the City of Wheat Ridge grant an exemption from the requirement for an overhead sprinkler system in the A-1 Foundry building. In summary, the activation of a sprinkler system in the foundry itself could result in an explosive chemical reaction that would endanger the lives and safety of both the employees of A-1 and the public at large. Thus, an exemption is warranted in the interests of public safety. A-1 requests that the City grant this exemption from the requirement for an overhead sprinkler system. Please confirm in writing that the City has approved this exemption either by your signature hereon or in a separate letter. You may respond directly to my office at your earliest convenience. Thank you far your attention to this matter. Sincerely, ~ " ~ Thomas P. Quinn EXEMPTION APPROVED: Based upon the above information, A-1 Pattem Co. Inc. is granted an exemption from the requirement for an overhead sprinkler system in its shop at 4890 Van Gardon, Wheat Ridge, Co. Darrin Morgan, Codes Administrator City of Wheat Ridge Date TPQ/ksn ca Steve Aberle Steve Steigleder Arvada Fire Protection District 6503 Simms Street Arvada, CO 80001 The City of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COI.ORADO 80215 GWheat GRidge March 9, 2001 Thomas Quinn 143 Union Blvd, Suite 900 Lakewood, CO 80223 RE: A-1 Pattem Company„' ;,Yan Gordon, Wheat Ridge, Colorado Dear Mr. Quinn, I have reviewed you letter dated March 6, 2001 and consulted our city attomey regazding your request for an exemption. It was my understanding from the Arvada Fire District and from Mr. Aberle that one oF the reasons the building could not be sprinkled was due to Mr. Aberle's insurance carrier not covering him for claims due to the fire sprinkler system installation. The City of Wheat Ridge must have some type of documentation from Mr. Aberle's insurance carrier stating that due to the hazardous condition a fire sprinkler system may cause if it were discharged during daily business operations, they would not be able to provide coverage. The city would be willing to consider the exemption once this documentation from Mr. Aberle's insurance carrier is submitted. If you have any further questions please contact me at 303-235-2853. Sincerely, v,~ Darin Morg Codes Admi i ator Cc 066*k"s° Alan White, Planning and Development Director Steve Steigleder, Arvada Fire District 6503 Simms Street, Arvada CO 80001 (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 7500 West 29'h Avenue Planning: Pnrks & Recrention: Public Wor•ks Fnx: DATE 31&V0/ Name: Orgnnization: Fnx: Phone: From~ Dept: Sub ject: # af Pages: Comments: h Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2877 Phone # (303) 235-2861 Phone # (303) 235-2857 303 - C/go- 55gq ~ Planning ❑ Parks & Recreation ❑ Public Works ❑ `O Ld L/G~ zsaar-.(e r, (Includina cover paqe) o9 Original to follow in the maii x Yes ❑ No HP OfficeJet Personal Printer/Faz/Copier Fax Log Report for DEVREVFAX 303 235 2857 Mar-12-01 07:55 AM Identification 93039805589 Result Pa¢es Tvce Date Time Duration Diaenostic OK 02 Sent Mar-12 07:53A 00:01:54 002085430020 ~.an 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 March 22, 2001 National Fire Protection Association Fax 617-770-0700 RE: Written Technical InterQretation To Whom It May Concern, GWheat 9Ridge Please find attached a copy of a letter from the applicant that explains what happens within the proposed facility on a day to day basis. I have also attached a copy of 1982 Edition, NFPA 40, Standard 480, Section 6-5.4 (exception). Would this exception apply to the proposed use of a molten metal casting operation since they do casting in all areas of the building? If there is additional information you may need or questions you may have please contact me at 303-235-2853. Thank you for your time Darin M an Codes dministrator Fax 303-235-2853 (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 JM : CJi19~01 5ON 15o04 P.-A SU3 tvt eu~, Mercb 19. 20C 1 PHONE N0. Re: City of WheatttidCB~ Daaia Morgia. A41trinisuatar ChiGf Building OETcial iion aad procesx D~~tion of foiundry Mdr. 20 2001 93:23PM Dear Darrin. ihis is a su~Y ~r the cambusiud wakine Pm~ Foc au shoP as o faundry. Basi s o? otu businesa sta[ts off wlth the snanufaotulcng of PWern veipmcat for the wtinE) iadustcy. ]n this process we aronid devalop mecal tooiiag for the reason of maziufscaring muhipte moldc far the casvng industry> t6ero5ore maldn& the tooling a produGion ryPe of roo3ding ptoce5s. We steii our molding prncess by utifizing thrce majoz componenas. sand, btn8ers and me[at. The ficst step 1~ meMeB a mold is ta siiuate yourself in an atea af the shop wbao Yo+ wdl noC be dienubed unti] the mold has been wmPleied. At eha seme :ime, rhett may be 20 to 30 otlwc molds ln progrosL ARu cleating a 9psoe on the $oor, ue Ptepare the psttarn equipmret by serting it up in a flaak. ARa which wo engineer end design the 8atin8 for the mo1L so that the caxin8 onll be Pmed writh the utmost qualUY aad h%6hest densisy. Onco thia hes been accomptished, we start ssmuning ssnd uounE the patarn inside the £ast. Pi!ling the Sask to the toP wili somQlete this procoss. Ortco the tlosk hoa beefl fiped, a wil! be aplit in tv+o piecsa, aithat wp or bottrnn, or side to sida Frum thKe we remova the pattenn 8rom the rnold, end npowing tae tlesk to zepreaera the eavity o£which we ere Ong ta fd1 with mutsl, Ac ckus time, we Tosasembie the 9ask ead cloae the motd. Once ibe motd has been ri&htly sa off a is shen renwved Soa+ the mold. Idexs suP is co maFt rhe metel eo fill the mold. 7bie ia dano by fieinS gaa-fued fiunaut or utilizin6 iaducrioo-making pcectico. Ihe mOal will thea ba bratoc to sempereane for the oonfiguratioa afthe mold. The maat wiil then be uanspozted ffom the fiuneu, a mek+a8 ares, end canied to wherc the mold is cessW8 Thia mey be eaywhere in the shop. Vve mc,nt take aareme cautioa in the Pwtt'sts8t Process sa mwe there is ao condeasatio4 or evm che alighust amouot of weter aouod du mold. Once tbic haa been accnm}slished the mold is Slled with molton tnotal, ead let set t►ntil the melat Fssdens. Thia may teke eeveal days. Maaawhile, eewal orhv molds can 6e pteppa3 eed eusemhled far powmg. It is imperscive sbaz att eafety measures have beea follrnvcd w easure; the safetY of everYana wotidng in the sLop. The fiosl and lset step in our motding psocm would be to brak up the mtd, whic6 ooyDaina the new casting. At whieh time the eastin8 ia romwed fa iaspecaon. if the easdng pasees inspeetin4 rhis allows ic to gs imo the cudin8 aad gcinding Drweages, from t3m L3YB casGng is aiDPed 10 aa vertdoss This wouid gvo Yc+ abrief ~ma"I of zhe mamlfectming that goea on is aus shcyp- Plaase don't hositate to call vit6 anY "rtw *o9uossa for ixformstiw+ or quesuona. - Kce~ Cc Thomas Quinn ~ ~ u . Howevet, automa[it aprinklen will cxcinguish the typical shop firc whcrt quanutics of chipc aze hmiccd. 6-4.3; burning parts such as cas[inge, wrought prod- ucu, and fabricattd par[a may be tooled and extin- guished wich coarte screams of watcr applied wieh scan- dard fire hoses. A scrai¢he stream scatctts the fice, but coarse dcops produced by a fixed nozxle operacing (rom a diseance or by use of an adjuscable nozzle flow ovcr and cool che unburned meeni. The hose ecreams xre tnrn worked inso the fire where somt [emporary aaclcratioa takca pluc, followed by rapid e:tinguiahment ae warer applicuion is concinued. 64.4 H+acerfog shall noe Ee usad as ic cends to ac• celerace a magnesmm £re za[her chan cool ic. 6-4.5 Applicatiort of wamr to magnesium firee where quan[icies of moleen mecal are ilkely to be present shall Lc avoidrd. Thc Stcam foimation and poisible maal•wacer reaaions may be explosive. 64.6 Wieh the exerciu of carc ro keep watcr from reaching moltm mctal, waeer spny applied wich taucion may be used co safcly fighc Fires in combuscible macerial noar meliing pots. ,h6-5* Auwmatic Sprinklen. 6-5.1 Aucomacit cprinkler protcccion, inscalitd in ac- cordance wich NFPA 13, Standard Jor the /nstallation aj Spnhkler Syttems, e}mB be providcd where spccificd by other eeceionc of [his c[andard. 6•52 Subrtantially tonstructed tight tote bosts (vrith or without coven) have romidera6le confining eEfect onche burning of smal] magncsium pans wi[hin. This confining effcce maka the use oE auch to[e boxes of definite value in the tontrol of magnesium firea by sprinklen. Nanmm- bustibie toce boxo shall Le used. Toce boxes shall no[ bc used u containen for thips or dust. 6-5.8 in genenl, automatit aprinkler installacions shall be considcrcd for all building: where magnesium is machined, [abricaved or scored, patticularly if combusci- ble solids, flammable liquids, or ttammabie gases are present. ~ 6-5.4 Foundry operaiions shall be proettmd by au[oma~ic aprinklers. Exeeption.• Automa~it tfirinklera shal! not be prouded over melting potr, die casteng ope+atimu, or heat•treating jurnnces. 6-6 Huc•Treating Farnacea. 6-6.1 Magnecium fires in heat-ueazing [urnacea shall be concrolled with dry ezcinguishing powders, foundry tluzes, or gaan approved for use on such fires. 6-6.2 If powder is used, the burning mecal shall, if feasible, be removed Erom the furnace be[ore applica[ion of the powder. 6-6.5 Foundry fluxeo may be succeu£ully applied to the burning metal in the Cumace. 6-6.4• If an approved gu is to be used. en[ry poru shall Ee provided in the Cumate at a loW poinc, preferaDlq near c6c floor fevd. Experience indicaces ehao bomn trifluoride gas (BF2,) is an ef(ective extinguishin8 agent £nr smaD magnesium fira in hac-ueacing furnxces ac concencrations as low as 0.04 percmt in the presentt oE normal air. The cylinder or tylmders [contammg abouc 601b (27.E kg) oF BF,] may be permanen[ly connecced Lo the furnate or may be mounted on a suitable buggy for (ranspottacion w the furnate when needed. No heac is re- quired to expd the gas from the cylinder. The eanks of BF, may 6e eqviped wich Moneld needle valvee, flezible bront.e or 7eElon hou for distribucion anci y, in. (635 mm) black iron pipe for incertion inco the fumace. Thie syscem at 90 psi (407 kPa) will dischafge about 4 Ib pcr minu[e (0.9 kg/min). 6-6.4.1 Whtn a Fire in a hcarereating fumace u discovered, powet. fvel, and nulfur dioxide fced Shall bt immediaccly shue off and the BF, cylindar mrmected co the envy port, if the BF, ezcinguichin8 cystem is not pcr- manent. Thc valvc on the BF, tylindcr shaii be opened enough [o cupply abouc 41b pa minuce (0.9 kg/min) dc- pcneLng on the sizc of the Eumace and the number n( cylinden used. The fumace circulating fans shall be cumed on for aboue 1 minucc wAile the $FS ie flowin& into the furnace. T'he Oow ofg as shafl be m~incained unnl the furnace cemperacure tails ro 700°F (9710C) indiocing the firc hae bern cxtinguished. 6-6.4.4 Alt cylinders of BF3 shall be weighcd every 6 monchs. 6-6.5 [f the heac•ttnung furnace Fire involves more chan sevual Aundrcd pounds oF inagnesium, is we11 ad- vanced Prior [o disrovery, involves a lar$e Pool oE molcen mceal on the floor of ehe fumace, or is m a fumace wieh excasive air leaks, BF, aannot be expated co extinguish che fite romPle[ely. However, the gae is valuable in sIow- ing or suppreuing the firc uncil it can bc nccinguishcd by other means. 6-6.6 Wa[er may be used co fighc fire in combustible macerial nearby, but shall noc be used in fighcing 5res in fumaccs. 6-6.7 Where automatic sprinkler proceccion is pro- vided, a de0acox ahield shall be provided over the fur• nact, or the sprinkler heads over the fumace ahall be rr moved and the ceiling or roof construction shall be modi£ed co be noncombuscible. Appendix A TAG ADpendix u+.of e 9a't oJehe reqvirements oJthu NPPA 60m• ment. .but u inNoded fer inJormartan pv+f.osei anly. A-2-I.1 While noncombustibic consvuuion is pm feired for buildings occupied by magnesium mel[ing and 7500 West 29'h Avenue ~ Planning: Building: Engineering: Fax DATE I Name: Organization: Fax: Phone: From: Uivision: Subject: # of Pages: Comments: Wheat Ridge, Colorado 80215 Phone # (303) 235-2846 Phone # (303) 235-2855 Phone # (303) 235-2861 Phone # (303) 235-2857 ~ u 6i7- 770-0?00 Planning CX Building Engineering ❑ v, Originai to follow in the mail ❑ Yes /XNo HP OfficeJet Personal Printer/Fax/CaPipr Fax Log Report for DEVREVFAX 303 235 2857 Mar-22-01 08:5 ] AM Idenrification Re u t Paeea _Tm Date Time Duretion Diaynostic 416177700700-122 OK 04 Sent Mar-22 08:48A 00:02:56 002585030022 z..o FP,QM PHONE N0. 7 Mar. 20 2001 03:22PM P1 THOMAS p• QUXNN Atrorney at Law 10.3 Union Blvd., Suite #900, Takcwood, CO Colorado 80228 Telephone: (303) 984-9766 FACSIMII.F DATE: n I wN ATTN: f..M/ / ~ FAX # pax: (303) 980-5589 xELEPHONE NLTN~gPg pF PAGES INCLUDING COVER SHEET: FROM: _7o Ouinn. Esn - susJEcT c~ MES$AGE: _ f~Mxs£tnaWYr~N 770 - o7Go ~~2~ S. JT~r~Y ,rr a ,~r=+r'o-~~ d 77iJS COMFIUNXCATIOIV L5 llVT6NDC11 ONLX FOR THE USE OF T'HE INDIVIDOAL UR BN"17TY TO wffiCH I'i IS wDDRF.ssED, ANA MAY CONTAIN IxFORMATION THAt yS PRMI.EGED. CONF(DgNTIAL AND E7XMp'p FAOM DLSCLOS[7RE UNDSR AYPLCCABLE GAW. iF YOU ARE NO't 1'HE 1NTENDEA RECIPIENT, aNY DLSSEMiNAtION, Di3TRIB'(J'fION OR COPI'IlNG OF iffiS CODIINUNIG'IiON IS 5TRIC7I.Y PROH199TTED. 1p' YOU AwvE RECEIVED THLS COMMUNICAI'ION IDi ERROR pLEASE NOTIFY US 1NYh1EDIA7ELX BY TELEPHOIVE. FROM : PHONE N0. ~ Mar. 20 2001 03:23PM P2 ~ CJ/19/OI M0~ 15'.U4 pkl 3U3 Gvt o~~+ MwcE 19.20Cf Rc: CitY of WhatludF Dartlp yjoYgUD, Coda Adminitnator ~~d on aad prorj~ ion of fomdry ~ eess Dmr DasriR. 2hia is n aummary ~r the ce+abiiab~ wakine P~~u for ouc e~0 as a faund+Y Basia oi mrc buslna8 atazts off wlsh tLe msaufaoWrinll Orn v-tiPmcat for the oe+tlMi induet+Y. Ta this areul moliag for ihe:eeson of manuAcurc~B ~mQ~e moldc ~r the wnnt p~xest we wonid devoloP ~e tool~B a Pto~1Ort ~'Pe of mo3din6 P~~. ieduccry> the~a6o~e melaa8 We atett wu moldin8 P=oc~~s ~S. "t'r'xi6E ~~a msjo: conrpo+~eae, eand. ~1 noe ba dieeu~d uucilfitie m~old m mdde6 a mo1d 'u w siweu 7rwrwlf in m ara af the ~oD Attu dauitffi e bas beee oomPl~ted. At the xme :im~, d~te ?++~Y~ ~d tt. ~ in a Aeak. ~ hich wc toginee~ epaoe oe the floor>'Fe PRD'n the Psaa° «NtPi° ~3'. wrth the utmoat Q~a1hY ~ a~Bhest ard dasiII~ ~e 8+t~8 foc tlu mold so thactlie catm8 vnll be ~ owie ~he patmn inside the f.ask- depsity. Onca this hae bcen accomPlished, we stert rtmm~+8 Pi~Si~ t6e 9ssk to the m4 wili aomPlecc this Procas. Oace the flesk hu been trom the mold, end eUowin3 pieces. eithu wP or bottom, w side to sida Fmm t6~v we remove rhe p~ ine flaek w repreae1a the oavity of xhiUt we ere gda6 to Rll avith metal, Ac ~dia csma we ~osasem6k sLe 9ask aud cao~e tke motd Onee ~6e motd 6cs bxn ughdY ~ Seing o~'a ie shea maw~+ed 8oa+ffie moid. NeM ereP is to mdt the metat eo fill the emld. Tbis ie daw bY ges-&red futnaee, o: upliz~a8 iaductioo-ma'.tinB PctC~l. ihe maal will theo be Dra~ga~ w cempermu+e for tha oo~8~aa oft}m mold. T6e meiat wi1! ~Len bs tnasp~ted fram the ii~asce, a m~k+sy aro~. end wmed eo wLero the mold is restin8Thia aray Ix eaywhece in tM shoP. We awst trke m ths Ppyinq Procest W mmue theco is ao cmdansaMo4 or wmn the eligMem emouai of wator aroteod the mold. Onu rtuo lias heea arLOmpGc6ed the mold 'u fiiSed with molun moW. end la setunW tEe moiel tuembl F.udem. This may take eevmel daYa. Mstaw6i ~eovet~ ~ed to mavep h~e setamydOf evuYoed foc ppur'vig. h ia impetetive t68C ai! eafety mMSUres eroiiring in the sLop. The fwl snC taet aup in rnu moWing pioceea wovld be w}ra1c nP the aa1d. whic6 ooriaina the rew eeating. At which time ilw oastinb ie remov+d fa +n►psecion. lEd+e casring Psaoea in'Pw'°°• tids aUows ic to Hp uuo the wtLee VA arimu+6 D~eum &om dete the cestn6 is sLiDPed to out vMdors TyA3 N•puid gvo you a brief wmmari ofsbe vmufecwin8'k►t B°es oe iL aut shup- Plmae don't hesitace to eall wifL NY lutm req°Om for in[ormstie^ a Wesd°^e- Kce~X/ Cc: Thomas Quinn FEE- $-Ol THU 4: 45 YM N.k'IADA F1RE Pk9TECTION D Fl.ri NG. 303432~995 Arvada Fire Protection District Organizatlonal Excellence In Fire, Rescue, and Dlsastar Sorvicos. Faac Transmittal DatO: Oa - oa- C.) ) - 1o• 1~AR ln~ Mnc C A J Company: Location: Fax Number: 3 n ,3 a - Number of Pages Including Cover Sheet: s From: ~3T ,it: S-v- ~r 0. c- ';L("~- E.- 6503 Slmms Street • Arvada. Colorodo 8000t-0060 •(303) 424-3012 • Fax (303) 432-7995 FEB- 8-01 THU 4:46 PM Ak'dADa FIkE PkOTEGTIvN D Fti;; NG. 303437995 P. 4 However, automntic sprinklen will exringuinh the cyPical shop firc where quancitiss of chipa are lamiced. 6-4.3* Hurning parts auch as cas[ings. wrouqht prod- uc[e, and fabricattd parn may be cooltd and extin- guished wich coarse streams of waccr applied with stan- dard fire hoses. A scraighc stream scattas che fire, but coarse drops produttd by a fized nox:le operacing (rom a disLzqce or by use of an adjustable nozzle flow ovcr and coot the unbumed ment. The hose sereams are then worked inw the Gre where aom¢ ctmporary a«clcracion takes placc, followed by rapid extinguuhmept u wateK application is cantinued. 6-44 WaeerCog ahall noc De uscd aa ic cends to ic• celeram a magnesium fite rather chan tool it. 64.5 Application of water co magnesium Firei where quantipes of molcen metal are likely to be present ahall Le avoided. The steam formacion and PoasiDle me[al•water reactions may be expiosive. 6-4.6 wieh the exerciae of carc ro kcep waccr from reachinq molten mccal, water spray applied with taution may be used to safely fight Fires in combuseible macerial near meiting pou. ,#-5+' Auwmatic Spriaklers 6-5.1 Automuit eprinkler protcction, inscalled in ac- mrdaoce wi[h NFPA 13, Slandmd JoT the lnstnllatton of Sprirtklet Systems, e}ull be providod where specSed by other aectione of this etandard. 6-5.2 Subscancially construacd cighc coa boxes (wich or with0ut toven) have conaidera6lc confining effect onthe burning of small magncsium patts within. This confining effccc makes the use of such [oie boxes of de6niie value in the tontTOl of magnesium fres by sprinklen. Nonrnm- bus[ible tote boxes shall be uscd. Toce boaes shall not bc used m coneainen for chips or duso. 6-5.3 In general, autoroatic sprinkler installatiom ahall 6e considcred for a11 buildings whete magnesium is machined, fabriated or swrod, panicularly if combusci- ble solids, flammable liquids, or [lammable gases are present. ~ 6-5,4 Foundry operacions ehall be proceceed by aucomatic sprinklers. Excepeion: Aueomatic rprinklers eAall not De prouded aver melting pots, die cattang operatimu, or heabtreating jurnoce.r. 6-6 Heao-Treating Furnsces. 6-6.1 Magnecium firea in heae-ircazing furnacee shall be convolled with dry extinguishing powders, foundry fluxes, or gasea approved for use on such £res. 6-6.2 If powder is used, the burning mecal nhnll, if fcasibfe, be romaved Erom the furnace before applieation oE the powdet. 6-6,3 Foundcy fluzes may be succeuCully applied to the burning metal in the furnate. 6-6.4* If an approved gu is co be used, entry porn shall be providtd in the Curoace ac a low poinc, preferaDly near the floor level. Experience indicaces thac boron trifluoride $as (BF,) it an efieetive exiinguishing agent £or small magnesium fira in heaaueacing fumaces ae concencrations aa low as 0.04 Percent in the presenCe of normal air. The cytinder or eyhnders (wneainmg about 601b (27.E kg) eF BF,) may be permanendy ronnecced eo the furnaa or may be mounted on a suitablt buggy For aansporca[ion w the famace when needed. No heae is n- quired to eapol the gas from the cylindtr. The tanks of BFs may be equipoed with Monel~ needle valvee, f2exible bronxe or Ttflon`~ hou for discribucion anA y, in. (6.35 mm) black iron pipe for izasertion inm the fumace. This syscem at SO psi (407 kPa) will disc6arge about 3 lb per minuEe (0.9 kg/min). 6-6.4.1 When a Fire in a hcac-aexting furnace a discovered, power. fue1, and sulfur dioxide fced ShaU be immedinmly shu[ off and the BF, cylinder eonnected to the mery pore, if the BF, ezcinguislung cystem is noc per- manent. Thc valve on the BF, tylinder shaII be opened enouRh to cupply about 41b per minuce (0.9 kg/min) dr pending on ~he suo of the fumace and the number of cylinden used. The fumace circulacing fane shall be mmcd on for about 1 minutc wnile the $F3 is flowing into the furnace. 2he ftow ofg u shall be m aineained unnl the turnace cemperature talis ro 700°F (3719C) indiating the fire hae bcrn extinguished. 6-6.4.2 All cylinders of HF, shall be wcighcd every 6 months. 6-8.5 [f che heac•creacing furnatt fire involves more chan several hundrcd pounds of magneeium, is well ad• vanced prior [o dismvery, involves a large pool oi molten metal on the IIoor of the fumaco, or ie m e fumace with exceseive air leaks, BF, cannot be expeaed co extinguish che fire mmple[ely. However, the gas is valuable in a[ow- ing or supprtssing the firc un[il i[ can be extinguisAed by other means. 6-6.6 Wacer may be used to Fight fire in combvscible material neaz6y. bue shall noc be used in fiBhcing 5res in furnatcs. 6-69 Where aucomatic sprinkler proceccion is pra vided, a defleccor ahield ahall be proyided over the tur• nace, or the sprinkler heads ovei the furnace shall Ae re- moved and the esiling or roof conseruction sha0 be m«lifed co be noncombusiible. Appeadix A TAu AD9endiz u Rot R yart ojehe +tpu+rements oJehu NPPA Coru• ment. ..bu1 G inehdetl for rbJarmntten purpetei nnfy. A-2-1.1 While noncombustiblc constmcdon is pre- ferced for buildings occupied by magnesium mclting and FEB- n-Ol THU 9:46 Yh9 Ak'V.yliA FIF.E F'kOTECTI011 li Fii;; i1O. 303432?9g5 F. `48044 STORaGE. NANDK.I,,,G, nNA PROGESSING OF MAONFSIUM SOLIDS AI3D 40WDLRS 9•1.15• Rrocessing equipmentased in magnesium opaadons shall b< decerically bon8ed and qrounded properly in orJex w prevenc accumuiarions of swric clcariciry_ 8-1.14 Whore magnesium is collected or storcd in containers, muerial-hzndling equipment with qulTicieni capabiiiry w remove any container hnm the immediate area in che case of an cGnergencc shall be readilq availabfc. lE• Ccncrd Ftre Prolecdon. 42.1 A fire procection plan shaR be provided for all atem where magnesium u prcxnt. k9.2.4+ liuildings or porcions of buildinga of noucombusuble cOnstmaion principaDy used for magnesivm storage or han- dling shall not be pertnitred ro be equipped with aucomauc aprinkler ptomcrion. Esupaor+: Sprinkte rysteras i+utailed in acro.dance ndtA PffPA 13. Stanfard fm ffie Instolfnaon of Slinnkler Sys(sms, tha6i be ynrni6t.d tn anax whim rombwndies oiAer rhan magnarium nmrc a mare sware h¢zard than eAe magnuium and whe.eaatpWk b aA oulkorih hav- inq jurisdiction fhot is knowkdgrnLte of Ihe hnzrsnG assnciakd with mognesium. ~8.3 JF required by the avihority having jurisdicoon, auto- matit aprinkler procecdon, installed in actordance wirh NFPA 13, St¢ndard Jo* ihe Installutinn of Syrink(sr Syrternr, ihall bt Nro- vided For ofGces, repair shops. and warehouses noc used for Ute sw[age o[magnesfum powder or chips. 9-2.4 As an altemeovt, a apccially eqgineered Gre protcction ryscem specifically designed to be compauble i+ith the hazarde yreun[ in che magnosium opera¢on aree shxll be penuitted to be inswlled in areas where combustible loading is esxntial ~ ro clle process operarion. 44.5 FtraFi$h~ngOr6anizatlon_ Any £re•Fighung otganiza• rione i1iaLrespond co an emcrgenry shall bc trxincd'ut ihe hAZ- arAS involved in figh[ing a mayrncsium fira g.3 ExtSnguixhingAgmttaedApplicationTeehniquea. 9-3.1" Only lisred or appro.tid Glasa ll extinguishing agmn or Ehose ccstcd xnd ehown to be elleccive for extlnguiehiag magncsium firos shall be petmi[tcd. A supplv o[eztinynusfiing agen[ for manualapplicarion sRall be kepe wiehin e-aey rcach bF pcraonnel while ihey are worktng wich magncsium. The qunn- [ity of extingoisbing agene shall be sufticiem w coqttin ancia ipaced Rres. 9-3.2' Thr oae of pressurixed cxringuishing agenu ahall noi be permitted on a magnesium powder or chiD Gre, unleu applied carefulh so as not eo diacurb onpread the magncsium powder. This shall be perCormed only by ¢ained personnel Gttause of tht Jan$er of epteading [hc buming powOtr oi chips or crcating a dusc doud. Thc bulk dry exunguuhing agencs shall be providcd in arcaswherc ctiips and powden are producetl or used.'fhe buik dry extiaguishing agenn shall6e kept dry (i.e., free of moiseure). ¢9.5 Exdnguishing agenu intended for manual xpplicarion shall bc kept in identitSed contalners. Conuintr lide nhall bc secun!d in place to prevene agent contaminauon and ca keep ihe agent Free o£ mois[ureAtliere large quaneiues of agent are ezperced tn be necded, a elran, dry shotpl shall bc providcd with du conainec Where small amounLs m uetAed, a Innd acoop shall be providetl wiN each coiia6scr. ".4 Portable or wheeled exepguiahets approved fot use on naagmciium firH 3h111 bepe rmitted and ahall be disltibuaJ in accotdance wich NFPA 10, SrexGn+d forRMnMeFircExAnQuisAo M. 9-3.5* Only AB:C or B:C, dry chemical porwblF fire txpn- guishers shall be provided in accordance with NFPA 10, Stoa- dard for Portabte Pin.E.<tinguirhers, w be uxd on other classes of firea in arcas whcrc aolid magneaium is present Watcr~based or CO= ex[inguishers ehall noc be provided in azeas connining ❑aagneaium chips oz powder. ExcsQdon; COj trtingauhers sAaU bt permiRCd in areos mxlainixg m¢gnufum fa use on eien+ical fira. Sud, COi eznnguuAarz shall be d¢aYfy mar,ked 'Na far use on magnesium fin.c.' ".8• Dry sodium chloride, or other dry chemicaL+ or com- pounda suitable for exdnguiahment or conuinment of mag+te- eium fires, shall be permitted ta be suUe[i Wted Cor Ctass D Gie exonguishers. These alcernative agenrssha(t be uorcd in a man- n¢r that enmres the agcnt'e effcctivcncss- Shovds of xuops ahall be kep[ Teadily availabte adjuent ro[he containen. All exunguishing agent seorage ueas shal] be clcady idrntificd- 9.3.7 Magnesium fioes shatl be sogmgaced Gy atoroge tn non- tombusoCle dcums. 9J.8• Whetc a firc occtlrs in processing equipmeae, macerial keQ w tAe equipmenc shall be s[opped.4Vh¢n tecd is sropped, the equipmcnt shall bc kept in operation. F.suptinn. WAere wn~inued opera~ion oJequipment uroutt! cause Ne spread of f!*g Ir iAoll bs,rtaype3 Chapcer 10 Referenced Publiudons 10-I The following doaumeots of portions thereoE are refeo- cna(I wiihin thls eeandud u mandacory requiremenw and shall be considered part of the reqidremcna of thb sundud. The edition indicated Eor rach nFermced mandatory docu- men[ is the cutrencedi6on ae of ehe dace of che NFPA iuuance of this suodard. Some of thcu mandatory daUments might atso be referenced in thit sWndazd fot spetGic informadonal purposes and, therePore, nre afw lis[ed in Appendix D. 10.1.1 NEFAYubticadom. Netional Firc Protecdon Assooa- uon, l Batmrymuch Park, P.O. Sox 9101, Quinry, MA 02269- 9101. NFPA 10. ScandmdforPortaLkFinEzsinguisAcrr,1998 cJition. NFPA 19, Sronda.d jor tAe Irutal7aNon o/ w+sller Syrtnns, 1996 edidon. NF7A S0, tYamrxnble and CombnatiWe LiquiQe Coda, 1996 edi- rion. NFPA 518, StaAtmd forFirc A'eventiaa in U.r, of Culting and W<yixg Protwr; 1994 edition. NfPA 89. Staiulard on Exp/Osi- Wxuention Systam.r. 1997 edi- don. NfPA 70, NadonnlEbcaica! Cod*s. 1999 edidon. NFPA 80, Standa+d Jo+Fin Paors nnd r+e W++idmus. 1995 edi- tion. NFPA 86, Standa+d fw Ovenr emd F.rneuu, 1995 edieion. NPl'A 91, Srandn+d fm' Exhaust Syrtems Jor Air Connryiag vJ Mo[eriotr, 1995 cditian. NFPA 1Olm. I.f fi Safety Gal,*. 1997 edition. NFpA 220. Standard on Typer oJBuild:rl (:ont+*uauon, 1995 edition. 1998 Ea1b. FEF- 8-01 THU 4:45 Y14 AkVACIr. FIkE FRC~IE~~T101d li FAi; Id-i. 303432"945 P. 3 aa-t 9 1982 NFPA, All RIgAt6 RgSBrved $Z811dHfd fOf !h8 Storage, Handling and Processlnp of Magnesium NFPA M-19lY 1962 Edltlon ol NFPA 48 - This edition of NFPA 48, Standaid jo+ tAe Sta+ogs, andfing and Procetnitg of Mag+tesixm, was prcpared by the Comm¢cee on ComDustiDle Nleuts and acted on by the Nauonai Fire Protection Associacion, Inc. on November 18. 1981 ac i[s Fall Metc- iwg in Toronto, Oncario, Canada. It was iuued by the Staadards Council on December 9. 1981. wich an effecuve date oE December E9, 1881, and supersedes all previoue editions. The 1982 edicion of chis etandard has bern apptoved by the American Naeional Scandards lnscicuce. Orlgln and Derelopment ot NFPA 48 This etandard was begun in 1946, centacively adopted in 1950, aztd adop[ed by the National Fire Proceccion Anociarion in May, 1951. Revitions wcre adopted by the Aseociation in 1952, 1954. 1957. 1959. 1961, and 1967. The 1967 edition wat remn• firmed in 1974. TAe 1974 edition was compleeely reviscd in 1980. ptimarily to compty with the NFPA Manual of Scyle. Minor techmcal amendmenn were madc ac [hat ame. "I'1us camplete rcvision o[ the 1974 edition was acced on by the Auociation at its 1981 Fall Meeting. FEB- 9-01 FkI 7 :42 Ahi AF''+AD: FIkE FkUTEH1011 D FPi; 1a0. 303437995 Arvada Fire Protection District ~ Organizatlonal Excellence In fire, Rescue, and Disaster Services. Fax Transmittal Date: ~'`Q. , J, IJAK~' Company: Location: Fax Number: SNumber of Pages Including Cover Sheet: r Froni: T 301 6503 Simms Streei • Arvada, Colorado 50001-0060 •(303) 424-2 • Fax (303) A32-7995 . m,. ~ xt ~ b`.T iti y» 6°-10~, ca a A PORTION OF THE SO ~ i~ i~ i~ r UTHEAST QUARTER ~ ~ ~ OF THE SOUTH :~/i,// /~rr~/%/r~,~ EAST t~UARTER SEC i~, if. ~ ~ , T ION 17 TOWNSHIP 3 S RAN GE69W ~ 4 , 71 ACRES SCALE: ifd" = i'-0" ,~-BLDG. CURB ~ POWDERHORN P ARK MINOR SURD ~ TYP L IVISION b1EDlUM BLUE BACKGRDUIJD s~cr~oN ~ ~ i ~ .-------WHITE BORDER I DARK GLUE I~5'IDE BORDER LOT ~ LOT 2 i I APPLY WATERPROOFING LOT 3 ~ I i --WHITE 5YMB®L TO EXTERIOR WA 5 Ll ~ RETAINING EARTH THIS o~ WHITE LETTERS CORNER OF BUIL N AI G N ~ ' FEMOVE ~ swur,~ --EONS- ~ f-' ~E~ovE , ~ "~Tl~E i-' ~ RETAINING NEW ~ StOPEJ ~ SLOE N - ~s~ aAS SLOPE 0 0 _ WALL _ 4' HIGFI SLoPE _ i SLQPf _ WROUGHT „ . IRON FENCE ~ ~ , ; p/'i , BRICK POSTS .1P,~'n:Ji:r 90`'.k ~ r'~'~~ r ~ X:,tr;ji%;~ ~T ,q,-i , ~=74.30 ' 4e; ; ~7 ,ti , , A 3 , ,SrtD. ; ~ , , ' k,4:`q; ,.Ts., TD SP 'SPACE T.o.w. _ ~.5a ~ AT 24' O.C. ~ ~ = SEE DETAIL , ;~:a; ~p; ;r,: .30 ~ ~ D A-i ~ % ~ :'F{A ,A ; ~ ';r -jT~z'. ` TfK1CK ~ TRiK7t ~ ~ \ , %1 ~ ; ''1~1~EgI ; ~ ' i i' ' , ACCE55 ~ ~ ~ ' ~ - ~ ACi~SS ~ ADD AT APPLICABLE r , , ; t . ( i _ VAN ACCESSIBLE k- ,r`Pkfl~~~' ; ~ - ~ i ~ o r,~ ; i i , ' ' t%,; ' , ~ SPACES i ~ ~ ~ QQQQ c ~ '~.2>~,''~OQ~ ~;'F,,s ~,Ft~T,PAINT~,,, fr ~ ; a ~ ,:~~,8~''~22rs,f~::; ' 1 ~~L~~ ~d~fs~V~ Q a7 ! ~1,~ .1 ~r1 I Cq rn - l l I ~ ~ % ' ~ ' 9 .Bt1ItlJ'i~ ✓ ' I ,E5IO8''Fl6gR ,M>`'IjA : 1 I ~ ~ ; ~ ~ PAINTED STEEL P115T, i ~ ~ i' ;E ~r~';`i;' ~ ' A ~ c>~ , % ,4- 2X2 TUB£ MATCH WALL ~ ~ ~ ; ~ ; ~ ; ~ f1EL0 COLOR i i i~' ~,i` I ~ 1 ~ , p. ,Y , ~ i l 1 E f ~ e'' ~ ' I i l a ~ c, ~ > - `,~,77,.~a - a ~ ~ ~ ~ ~ i 'T ~i~'~,~~,~1:' A ~ ~ _ SIGNS SNAG L BF ADA COMPLIANT ~ ° - - ~ z~ I ~ P■ ~ ~ ' ( ' ~ I c~ I 3 TP n 42 ~ p,. Tp 1 ~ -----~-~-~--7-J f _i'_T`.~- , ~ o w~ .S ~ i i i i i i i h~UNT SIGN 24 O ~ ~ ~ ,i ~ SST. AC5 w i3 ~ ~ ~ U i STD p ~ ~TDtSP~CE i i 5 BACK FROM FACE I~1CK Df CURB ~ p ; 'b i i i ~ ~ i ~ a- , i A A 55 ~s ~ v, TICK 5 -o LET 1 o Q , a I ~c~5s L( ~ , 9.3 i`H C. 65 STD. o / ~ ~ (P~45F !1 ~ I a IFUTU SIDEWALK c i ~ ~ ` A-1 6 TD. ~ I I 1 1 f I 1 1 I ST ~ 6 TD S ~ ~ i l I ~ i i - - F o, n.or~ . i ~D. PA E5 AC ~ ~5 T0, 5 ---i _r ~ - i ---t- --t- -r- ~ ~ i 9S ~ T i .S~ACE6 5 ST~.S~ u n r~tm =79.04,0 r e ~ ~ i ~ i i i l i i i i i~~ i i~ S~0 a~ ~ ' i N.C. L ~n.45 ~ I ~ ~ ~ ~ ~ r, ~ ~ ~ ~~e. ~ LOT 3 ~ s ~ s -o~ SCALE; ° - ' - ° , i i ~ _ e STd.SPACES ~ _ l0i 2 P,Vtl;1~ 1 i/2 ! 0 ~ 6- .e0 UvtU~ PfuSEJ - - - _i pR a 1013P~~IG~ OP05E0 EDGE OF ORIVEW Y PHASE i a-~ 1`~ - ~ ~ I~~~ ESQ ~a i i ~-1_-~r_ _-~---L_ i i i i i i i i i i r- i ~ , , 7 ST~,~pCE~ r i - - ~ ~ i , ~ ~ i 6~n ~ i ACt~SS i i ~ ~ ~~t ~ ~ is S 0, SP ~ i i 5~ 5 . ~ i i i ~ i i i i i. i i ~ i i i ~ i I~ESi i 7'~ S~Af~S p~ ~ ~ i i ~ i i i i i i~ i i i i i i i i i i TRUCK ~ i i i _a-~' iYR ~ I ~ ~ 1 ~ _ ~.l_J__L_111_.1__ L_ _1_J__~_L_1_1_J ip~' ~ i I L~ ~ I 5 , , rt'"'" ~ -.L~_~_L_1_1_ L_1_1®~ AC~E$5 - 1` I i CONTRACTION NOTE: ~ , , - ~ ~ ac=n.ao PAOPOSEO ~ ~ JOINT CURBCUTS ARE TO BE PLACED i r LEASE ~ MONOLITH W T ~ BUILD ' --____i,ss7 s.F._ ~ IC I H CURB ~ GUTTEP ~ ING , - _ (MAZ.► PROPOSED ~ 1~ X67 s. F. FUTURE PHAS ~ ~ ~ LEASE ~ A OFFICE _ 6 0 m i ~ _ BUILDING ~ µaz.) !2, 00.0' .F. ~ 27 6 ~ !27'-E - ~ ,.--~=n,5o ~ FUTURE PH ~ ~ ~ ~ ~ ~ _ ASE i ~4A ~ !7o s.F. WA~EHOU~FI ~ F ~ ~ 15, 300 S,F. A ~ (MIN. ~ i -0 i ~ FFE=76, ~ 00 ~ .~.ti .~...~...~a..~ae~..~.m~.a®..~a.~r •..~eei.a®sa a~a.~a®.e®e.~r..~...• ~J 1 1/~ii 2jd11°~m~..~• es-~.a.~.aeoa.._r.oyrrs~a a ~ - ~ - - ~ LOT 6 COLORADO STEE S T L APB NOTE. THIS SITE PLAN p ~ IS FOA ~A REFERENCE ONLY. SE N E CIVIL DRAWINGS FOR CONSTRUCTION OATH. 0 CU' `fV f Oo' ~C e O 2,_,. SCALE: g'= 4 , 6 4 -0 ~ ~ ' a 3 . ..o- a.: ~ ~.,y Q~. ~D~.'' Q.'' 9.'~ C.'~ i IE-CAST rlt II 4. 4::.:a o: ~ x4 STRUCT. TUBE 4 :a a o ~ 4 8 a a POST CAP TOP ~ BOT RAIL BOND BREA ~ PAINT KE ORNAMENT - - - HERE IF DRI .~4~AY ~ ~ ^ y ~ - - y ~ ~ fl ABUTS CONCP~ I S~~T - ,E N.T.S. m IAN A A I II ~ -0 S0. o BRICK POST NO SCALE CURBCUTS AT OVERHEAD DOORS SIMILAR F co ~ _ INISHED cv v ON ALL SIDES goo/236-000 4" 'II 2 II 1/?"x~/2" BAR m F ~ PICKET X S U PAINT L ~ II II NSTALL 2x2 I fl~tFl f1TV t~nTn~ nr_ ~ c ti.in°rrnrc~ ,,_...~A_____-. nrp,~-rte ~ ~ , n~~ utSt;HlF' I lUN LUMENS MF Utiv i thi bUNF'UH COL. @ MID SPAN cu C\i AO 9 ACW625-M (250 PS) 16 AREA CUTOFF J W/BACK LT. SHIELD 23600 ,g BEAR ON SONOTUBE 12° PIER DIA.~ ?-4- MAX. CNTR. TO CNTF. C\j r---- H H SHEET NEW CONC. TROUGH POURED 4 H 36" DEEP NOTES: N WITH NEW SIDEWALK a; 1. MOUNTING HEIGHT: 22' A.F.F. ~ TYPICAL ELEVATION OF FENCE DETA - SOT PLAN W W 2. HORIZONTAL SPACING: 40' O.C. SCALE: 1/4° = 1'-0° IL TRENCH & COVER SCALE 1" 40FEET U) U) SCALE; 3/4°° ®RT~ 0 2a QO JOB No a 58099 80 120 ~ ~ DATE: 10/9/2000 FEB- 9-Lil Fk.1 ":4 i rD4 P.EVAD:~ FIkE F'k~:~TEC;IOPd li F,-.X 1I0. 30;9?~r9g5 F. 2 February 9, 2001 Dear Darin, Enclosed aze thc Plan revxew comments for A1 Paztern. We wouM zequest tliat no petmit be issued until a new 5re tlow test is laken at the site. The nvnimam *«luim~~c J~ll~s ~en &ailons per mimrte. T'he tests that i have show from 2,600 to 3,200 8 conduct a new test next up sized and IooPed Su~ce these ecsts. Bob Amold and I are planning o week if the weather cooperates. T aLso spoke with Rich Hawkins 2-8-2001 Thank-you and a new set of plans at'e forth cotning. Steve. FEB- 3-01 Fkl 71 :4; AX AEI'rEr. FIkE YF:TECT[vil D 110130343 ~,"?95 !!is Pi - il1011 . Mfmms StreeL Arvatla. CO 80004 • 3031424-3012 • 3031432-7995 fax Plan Reviaw Comments Date: Fehcuary 9, 2001 Reviewed By: Steve Steigleder I•iame; A-1 1'attern Co. Address: 4840 Van Gordon St. Oceupancy. Classificacion:: 13lFI/F2 Construction Type: lI-N Square Feet: 28,800 Building Hcight: 24 Ft. Code: 97 UFC Sprinkier System: Yes Fve'41arm Yes Minimum Required Fire Flow: 3,500 g.p.m Fize Flow At Sice: We would requesc that a fowidation only permit be issued untal access is pt~ towit flow te t h fzec of all portions of thc building, and water lines are instatied. and oP~o will need to be conducted to determine if adeQuate tire flow is availablc at the site, Plans are provided with the information requested. 1. Fire Flow: 1. A fire flow test wiil be conducted at tll site co detetminc if the minunura retl"'Ied fire flow for a Type iT-N building, 28,600 square feEt. If fire flow is not available at the site, an approved sutomatic sprinkler system will need to be installed throughout the entire bldg, or a four hour wall meeting the requirements of the Suilding Code, with a 30 inch parapet and na opetwngs are perniitted. UFC 97 Appendix III-A. P. 3 2. Site: 1. Thc address numbers shall be posted on a temporary basis and shall be pertnanently affixed to the building in a minimwn of 4 inch numbers on a contrasting background visible fromthe street froncage. UFC 97 901.4.4. Armended. 2. A11-weather fire dept. access roadways> minunwn of 24 feet s ~ s~~~ ~~~pt ~d of supportiog the imPosed loads of 52,000 lb fae aPP~ to within 150 feet of all portions of t1►e building Prior to above 6nade Gottstrucu°n. UEC 97 901.3 Atnended. 3. Pire lanes sha11 be posted on each side whore possible, "No Parking Fize Lane" with signs that meet City of Wheat Ridge Standazds. UFC 97 901.4.2 FEE'- 9-01 FkI ".4 4 AM rik'Ju.DE. FIRE YkC~TE~,TICtd D FG;: il~:~. ;ii343~~995 Page Two 4. Water lines and fffe hydrants sha11 be instaIled> oFerntional and capable of providing the minimwn required firc flows prior to above grade construction. UFC 901.3, 903.2, 87043. 5. 6. ~ L~c~s~aping shall be installed and maintained to provide a min+mum of a tlseee foot cleaz spaee around the circumference uf fire hydrants and fire protection equipment. UFC 97 1001.7.1. 8. Trash enclosures, if provided, shall be of non-combustible constniction includ'utg doois. UFC 97 1103.2•2• F. 4 fice line installation sball be insPected in cooperati0n ~'~'i~ the Valley Water 7'hc wldccground District. The Fire Mushal's 08''ce ""Il witness the 200 lb. hydrostatic test. The fae dept. connection for the sprinklet system shall be instaUed and maintauned wrtbin 150 feet of a fire hydrant• UpC 97 903.2 Amended• 2. Building Construction and Area Increase: 1. The plans indicate an F 1 Occupaney foc the proposed buildings. The area af the buitding with incteases would not meel tte iequiremaus of the Building Code without the installation of an approved autoznatic aprinklex systezn UFC 97 UFC 97 Appendix VI-B 3. OccupancY SeParatiwns: ati°n construated in accotdanre with 'he Building . A one~honr-fu'o-resistive oecupancy sepaz 1 Code shalk be installad behveen tkae FI attd F2 occupatroies- UFC 97 Appendix VI-E, Table 3•B 2. Openings shaIl ba protected by an aPproved one-hour fire-resistive assembly including door frame, hacdWate and self-closure. UPC 97 1111.1 3. ppeninBs ptotected by fire assemblies shall not be obstructed or impa'ved &oro proper operation at xll tinies. • It is reconunendcd that approvcd bold open devices be installed at the time of consuuetion to maintain the fire occupancy sePaTation. UFC 9711113.2 bl' shall be labeled, " Fue D°or po Not ObsttucY' in a nninkmum 4. One hour rated &e assem ies ~ckground• of one inch letters on a contrasting UFC 97 111123. FEB- 9-01 FkI ?~.44 Ai~4 ARVAUr. FIRE PkG~TEC~TI0i~1 D FR; P1O. 30343~!3?5 F5 page Three 4. Exits: 1. The nuut exit door if provided with a key lock'm8 device sUa1l be Pcovided with a sign siatufg •`Th;s Door Is To Remain Unlocked During Susiness Hours" UFC 9712073 2, Additional exit doors shall be openable from the inside whhout the use of key or special knowledge. Uk'C 97 12073. 5. Exit Signs: 1. Lighted exit signc with battery back-up shall be ptovided at eatit doors and as necassary to indicate the d'uection of exit egress. LJFC 97 1212.1. 2. Electrical plans aze not included with the coustruction plans that have been recerved. Submit electrical plans for review of proposed exit sign locations. UFC 97 1222.1. 3. Exit signs wiIl be subject to field inspeetion. Additional signs maY be Lec1uued at the time of final inspeotion. UEC 97 1212.1. 6. Emergency LiBhting: 1. Provide emecgency lighting by battery p3ck ututs. UFC 97 1211.1. 2. Electrical plans aze not included with construction plans tlaat have bee° iece"'ed' etcctrical plsuis for review of emergency lighcing locations• UFC 97 1211.1 3. EmerBencY lighting will bo subject to field inspection. tune of final inspection. Submit Additional units may be required at ehe 7. Sprinkler System: 1. Submit a minimuni °ff (.b S~kler cpr~tractot view and comment. AU work is to be performed by a State o UFC 97 1001.3. FEB- 9-01 Fki 7 :44 nf~ AF''V'ADti FIkE FkOTECTIOPI li F;`.: PdO. ~0;§;?^995 Page Four y. p separate perntit will need to be olrtained &om the Wheat Ridge Building Dept. for the installation of the spri»lcler syscetn. P. F 3. The !'ue department connection for the sprinkler syseem shall be installed on the front of the building at a mipjmum height of not less than 3 inches, UI'C 97 1003.1.1. Amended. 4. The fue dcpt. connection for the sprinklar system shall be located and maintained witkun 150 feet of a fire hydrant. UFC 97 903.2 Amended. 5. Approved back flow prevernion shall be provided in accordance with Valley Water District $tandards. 6. Audible/visual fue alerm signals shalt be installed withut the building ro activate upon sprinicler system activation LJFC 97 1003.2.1 Amecuied• 7. SFrinkler systems over 100heads shall be supervised by an approved central, remote or proprietary service. UFC 97 1003.3, t. 8. Valve monitoring, water flow, and trovble si,gz+als shall be distinctSY differCTu and shall be automatically transmitted to a central, remte uz proprictazy servicc• UFC 97 1003.1. 9. Two telephone lines will need to bc provided for the fire alazm panel• One phone line will riced to be dcdicated to the fire alarm pancl, t1u sxond line muy be a business line. NFPA 72 10. Additiona] comnents wil} lx made at the time of plan submittal and review. B. Dust Collection Syscem: l. ~quipment ~r mucluaery located inside buildings which generates or emits combustible dust S}~ provided with an approved dust collection system and exhaust syscem instalkd m accord co coite~ct, pme iess or con cy combustible d scs shall be prov ded wi an pprovted e used explosion control system. UFC 3004.3 Amended- 2. Coltection bags for dUSts shall be located on the exteriot o£the buildin8 in accordance with the Mechanical Code. FEE- 9-01 FkI 4 5 ;:twi Ak'?AUA FIF.E F'kG?ECT'.Oid D FA6 Id;!. ;0343!70g5 F'. ~ Fage Five formation on thc proposed dust cotlection system for review and , Submit plans and in 3 corromnt. 9. F'oundry krocesses: 1. Submit information on the processes to be nerformed withw the bu"dft including ovens, ventilation, typo of inetals tind any cquiptnent to be used for determination 5re code requirements. 10. Fire Extinguisher's 1. Fite extinguisher's shall be amimimum of a 4-A zated, 10-1b ABC dry chemical units, fuAy cyarged with currcnt inspection tags. Extinguishers's shall be installed at lhc exit doors, process areas nad wtiere the travel dislauce exceeds 75 feet. UFC 91 1002•1• Amended. 11. Electrical: 1. Plans are not included with constriction plans reeeived• Submit electrical P12ns for review end commeet. 12. $eating and E9uipment Ventilation: 1. Plans are not included with constNCtion plans received. Submit mecbazucal Plans for zeview and coromenC, 13. Interior Floor F'snish: 1. CacpetinB> if instaUed shall be a Class II Critical Radiant Flux and docurrientation shall be ptovided pcior to instaltation. UFC 97 Appendix 1V-A. 14, Additional Cortunents: 1. Additional comments wiil be made when the requested unfornnation is provided £o[ review and comment. 2. Any additional code requirmarns will Ix addressed. 15.Inspections: 1. Twenty four hours notice is required for all inspections. FEB- 9-QI FkI ":45 H~e'1 Ak'~'Hlir. FIkE Fk~''iEGT1Ull D F'r.'r. IYO. jQiQ3~~9?~ Page Six 2, Inspections are ,onducted Tuesday through FridaY• Y. 05/15/01 TOE 10:55 FAa 303 202 9884 A ONE PATTERN 16001 "SERVICE AND ~ 6 4 D~ A-1 PATTERN & FOUNDRY, INC. J A~ Wood, Meta4 Ploater, Plutfc Prtterns and Modela Fomdrq Service 1365 NARLAW 237-8626 LAKEWOOD, CO. 80214 ~ Date: From: Pi "„a l-e~ Time: Number of Pages Sent:J4_ ~~~im~a co~ s~~ To: ~ /1.r l rlh2rj Company Name: W!Z Voice 303/237-8626 3~~ Y (GII iF taal oumber of pages are na rwcivedJ Fax ~ 3 5-dSI ci `7 Fax 303/202-9884 Notes: C G ~i , I7O .n.. icl- h0 /"/i--/~i.Yr~o ~ i.f ~~✓IDGI~ .j~~/J,P/-7~'G..- C~Yr' ~C.dj HP OfficeJet Personal PrinterlFax/Copier Fax Log Report for DEVREVFAX 303 235 2857 May-15-01 12:57 PM Identificati on Re t Paees TJEM Date Time Duration Diag on stic 93032029884 OK 04 Sent May-15 12:52P 00:04:35 002586030022 7...o 1997 UNIFORM BUILDING CODE EXCERPTS FROM CHAPTER 17 Chapter 17 is printed in its entirety in Volume 2 of the Uniform Building Code. Excerpts from Chapter 17 are reprinted herem. ~ Excerpts from Chapter 17 STRUCTURAL TESTS AND INSPECTIONS -*-SECTION 1701 - SPECIAL INSPECTIONS r 1701.1 GeneraL In addition to the inspections required by Sec- tion lOS, tlie owner or the engineec or architect of record acting as the ownei's agen[ shall employ one or more special inspec[ors who shall provide inspections during construction on the types of work listed under Section 1701.5. EXCEPTION: Thc building oHicial may waivc the cequiremcnt Eor the employment of a spccial iuspector if the conslmction is of a minor nature. ~1701.2 Special Inspector. The special inspector shall be a quali- fied person who shall demonstrate competence, to the satisfaction of the building official, for inspectiou of Ihe particular type of wn- s[mction or operation requiiing special inspection. ~ 1701.3 Duties and Responsibilities of the Special Inspec- toc The special inspector shall observe the work assigned for confoanance to the approved design drawings and specifications. The special inspector shall furnish inspection repoc[s to the building official, the engineer oc architect of record, and other des- igna[ed persons. All discrepancies shall be broughl to the immedi- ate attention of the contractor for correctiou, then, if uncorrected, to the proper design authority and to the building official. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance to [he approved plans and specitications and the applicable workmanship provisions of this code. 1701.4 Standards of Quality. The standards listed below la- beled a"UBC Standard° are also listed in Chaptec 35, Part II, and are part of this code. The other standards listed below are recog- ❑ized standards. (See Sections 3503 and 3504.) AST~M C 94, Ready-mixed Concrete Specification foz Stmctural Joints Using ASTM A 325 or A 490 Bolts-Load and Resistance Faccor Design, Research Council of t Stmemral Connections, Section 1701.5, Item 6. - Specification for Stmctural Joints Using ASTM A 325 or A 490 Bolts-Allowable Stress Design, Reseamh Council of Structural Connections, Section 1701.5, Item 6. . 3. Spray-applied Fire-resistive Materials. UBC Standard 7-6, Thickness and Density Determination for j Spriv apphed Fire-resistive Materials llUl :'I~,pes of Work Except as provided in Section 1701.1. tne tNpes ot work Lsted below sunlt oe mspccted by a speciai in- spector. 7. Concrete. During the taking oC test specimens and placing ot . reinforced wncrete. See ]tem 12 for shotcrete. ~ EXCEPTIONS: 1. Concrete for foundations conforming to mini- mum requiroments oC Table ] S-1-C or for Group R. Division 3 or Group U, Divis'ion 1 Occupenciec, pmvided the building oliiciai finds lhal a speciul hazurd does nol exist. 2. For Counda6on coucrete, other than casl-in-place drilled piles or caissons, where Ihe slmcWCal design is based on an f, m greatec than 2,500 pounds pcr sguare inch (psi) (172 MPa). 3. Nons[mcNral sinbs on gradc, including prestcessed slabs on grade when effective prestcess in conccele iS less thau 150 psi (1.03 MPa). 4. Sile worA concrete fully supported on eanh and concrete where no special hazard exisis. 2. Bolts installed in coacrete. Prior to and during the place- ment of concrete around bol[s when stress increases permitted by Foomote 5 of Table 19-D or Section 1923 are utilized. 3. Special moment-resisting concre[e frame. For moment frames resisting design seismic Ioad in structures within Seismic Zones 3 and 4, the special inspector shall provide reports to the person responsible for the structural design and shall provide con- tinuous inspection of [he placemen[ of the reinforcement and con- cre[e. 4. Reinforcing steel and prestressing steel tenduns. 4.1 During all stressing and grouting of tendons in pre- stressed concrete. 4.2 During placing of reinfoccing steel and prestressing teo- dons for all concrete required to have special inspection by Item I. EXCEP710N: The special inspector need not be present continu- ously ducing placiug of reinfomiog steel and pcesiressing tendons, pro- vided the special iuspecmc has inspeaed foc wnformance to the approved plans prior to the dosing o( foems oT the delivcry of conaele to the jobsite. 5. Structural welding. 5.1 General. During [he welding of any member or connec- tion that is designed to resist loads and forces required by this code. EXCEPT70NS: I. Welding done in ao appmved fabricatoc's shop in accordance wilh Seclion 1701.7. 3. The special inspeclor need mt be continuously present during welding of the Collowing items, provided the materials, qualifica[ions of welding procedures and welders are veciCied prior to the seart of work; periodic inspeciions arc made of work in pcogress; and a visual inspution of all welds is made prioe to wmpletion or prioe to shipmenl of shop welding: 1_.1 Single-pass Ciliet welds nol exceeding 5/1y inch (7.9 mm) fn size. Flour and roof deck wclding. 23 Welded s[uds when used foc structucal diaphcagm or com- posite systems. 2.4 Wclded sheet steel for cold-tortned steel fcaming members such av sluds and Inisls. '.i Welding o( st un and ruilin . se icms. Cpcct.I moment resistine stee, frumet i,r._ th~ weldmg of special moment resisting steel frames. In addition to ltem 5.1 requirements, nondestructive tcst- ing as required by Section ] 703 of this code. 53 Welding of reinforcing steel. During the welding of reinforcing steel. EXCEI'TION: The special inspector need not be continuous'ly presenl during Ihc welding of ASTM A 706 rein(ominl steel nol Inmer 1-165 EXCERPTS FROM CHAPTER 17 Ihan No. 5 bnrs used for embedments, provided the materials, yuolifi- cations of welding procedures and welders are verified ptior m the stan of work; periodic inspections are made of work in pmgress; and a visual inspeclion of all welds is made prior to completioo or prim tu shipment of shop welding. 6. High-strength bolting. The inspection of high-strength A 325 and A 490 bolts shall be in accordance with approved nationally recognized standards and the requicements of this sec- tion. While the work is in progcess, the special inspee[or shall deter- mine that the requirements for bolts, nuts, washers and paint bolted parts; and installa[ion and tightening in sach standards are meL Such inspections may be performed on a periodic basis in accordance with the requirements of Section 7701.6. The special inspector shall observe the calibration procedures when such pro- cedures are required by the plans or specifications and shall moni- tor the inslallation of bolts to determine tha[ all plies of connected materials have been drawn together and that the selected proce- duce is propedy used to [ighten all bolts. 7. Structural masonry. 71 For masonry, other Ihan fully grou[ed open-end hollow- unit masonry, during prepuration and taking of any required prisms or test specimens, placing of all masonrr units, placement of reinforeemenl, inspection of grout space, immediately prior to closing of clean- outs, and during all grouting operations. EXCEPTION: For hollow-unil masonry where the f'm is no more than 1,500 psi (]034 MPa) for conceete units or 2,600 psi (17.93 MPa) for clay unils, special inspection may be perfotmed as required for fully grouted open-end hollow-unit masonry specified in Item 72. 7.2 For fully grouted opemend hollow-unii masonry duriug preparation and taking of an}' required prisms or test specimens, at the start of laying unics, after the place- ment of reinforcing steel, grout spaee prior to each grouting operation, and during all grou[ing operations. EXCEPTION: Special inspection as requi[ed in Items 7.1 xnd 72 need not be pcovided wheu design snesses have been adjusted as speci- fied in Chapter 21 m permit noncominuous inspection. 8. Reinforced gypsum concrete. When cast-in-place Class B gypsum concrete is being mixed and placed. 9. Insulating concre[e fill. During the application of insula[ing conerete fill when used as part of a structural system. EXCEPTION: The special inspections may be limited ro an initial inspection to check the deck surface and placement of reinforcing. The special inspeclor shall supervise the preparalion o( compression [esl speeimens ducing this initial inspection. ! 10. Sprav-applied fire-resistive ma[erials. As reqoired by UBC Standard 7-6. ll. Piling, drilled piers aud caissons. Duriog driving xnd test- ing of piles and eonstruction of easf-in-place drilled piles or cais- sons. See Items 1 and 4 for concrete and reinfoming steel inspection. 12. Sho[crete. During the taking of test specimens and placing uf all shotcmic .md as required hc Sections 1924.10 and 1934.17. EXCEPTION: Shotcrele worA fully mpporled on eanh, minor re- pairs and when, in the opfnion of the building official, m special hazard exists. 13. Special grading, excavation and filling. During ear[h-work excavations, grading and filling opera[ions inspection to sntisfy requirements ot Chapter 18 and Appendir: Chapter 33. 14. Smoke-control system. 1997 UNIFORM BUILDING CODE 14.1 During erection of ductwork and prior to conceal- ment for the purposes of leakage testing and record- ing of device location. 142 Prior to occupaney and after sufficient completion for the purposes of pressure difference testing, flow measurements, and detection and control verifica- tion. 15. Special cases. Work Ihay in the opinion of the building offi- cial, involves unusual hazards or conditions. 1701.6 Continuous and Periodic Special Inspection. 1701.6.1 Continuous special inspectioa Con[inuous special inspection means that the special inspeetor is on the site at aIl times observing the work requiring special inspection. 1701.6.2 Periodic special inspectioa Some inspections may be made on a periodic basis and satisfy the requirements of continu- ous inspection, provided this periodic scheduled inspection is per- formed as outlined in the project plans and specifica[ions and approved by the building official. 1701.7 Approved Fabricators. Special inspections required by this sectioo and elsewhece in Ihis code aze not required where the work is done on the premises of a fabricator registered and ap- proved by the building official to perfonn such work without spe- cial inspeetioa The certi5cate of registra[ion shall be subject [o revocation by the building official if it is found that any work done pursuant to the appcova] is in violation of this code. The approved fabricaroc shall submil a certificate of compliance that the work was pedormed in accordance with the approved plans and speeifi- cations ro the building official and to the engineer or ashitect of record. The approved fabricator's qualifications shall be contin- gent on compliance with the following: 1. The fabrica[or has developed and sabmi[[ed a detailed fabri- cacion pweedural manua] retlecting key qualiry control proce- dures that will provide a basis for inspection control of workmanship and the fabricator plant. 2. Verification of the fabrica[or`s quality control capabilities, plant and personne] as outlined in the fabrication procedural man- ual shall be by an approved inspection or qualiry eonVOl agency. 3. Periodic plant inspections shall be condueted by an ap- proved inspection or qualiry controL agency to mouitor theeffee- tiveness of the quality control program. 4. It shal] be the respousibility of the inspection or quality wn- trol agency to notify the approving authority in writing of any change to the procedural manuaL Aoy fabrica[or approval may be revoked for just cause. Reapproval of the fabricator shal] be con- tingent on compliance with quality control procedures ducing the past }'eac SECTION 1702 - STRUCTURAL OBSERVATION Shuc[ural observa[ion shall be provided in Seismic Zone 3 or 4 when one of the tollowing conditions exists: The structure is defined in Table 76-K as Occupancy Cate- Lorc 7. [I or ][I, Thd struaurc i±rcqui=~d tu comph ~~iLh SJCtIor, 40:,. 3. The stmcture is in Seismic Zone 4, Na as szt forth in Table 16-5 is greater than one, and a lateral design is required for the en- tire s[ructure, EXCEPTION: One- and Iwo-storv Group R. Division 3 and Group U Occupancies and one- and Iwo-story Groups B. F. M end S Oceupnncies. 4. When so designated by the architect or engineer of reeord, or i-iss 1997 UNIFORM BUILDING CODE \ 5. When such observation is specifically required by the build- ing official. The owner shal] employ the engineer or architect responsible for the stmctural design, or another engineer or architect desig- nated by the engineer or archilec[ responsible for the stmctural de- sign, to perform structural observation as defined in Section 220. Observed deficiencies shal] be reported in writing to the owner's representative, special inspec[or, contractor and the building offi- cial. The s[mctural observer shall submit [o the building official a writteo sta[ement that the site visits have been made and identify- ing any reported deficiencies that, to the best of the structural ob- server's knowledge, have not been resolved. SECTION 1703 - NONDESTRUCTIVE TESTING ~ In Seismic Zooes 3 and 4, welded, fully restrained wnnections between the primary members of ordinary momen[ frames and special moment-resisting frames shall be tested by nondestructive methods for compliance wi[h approved standards and job specifi- cations. This testing shal] be a pazt of the special inspectioo re- yuirements of Sec[ion 1701.5. A program for this [esting shall be established by the person responsible for structural design and as shown on plans and specifications. As a minimum, this pcogram shall include the following: 1. All complete penetration groove welds contained in joints and splices shall be [ested 100 percent either by ultrasonic testing or by radiography. EXCEP170N5: i. When appmved, the nondestruc[ive testing tate foT an individual welder or welding operator may be reduced to 25 percent, provided the ceject race is demonstrated to be 5 percem or less of the welds tesled for the welder or welding opeealoc A sampling of al least 40 eompleled welds for a job shall be made for such reduction evaluatioa Reject ratc is defined as the numbec of welds conteining re- jectable de@cLC divided by the number of welds completed. For evalualing the [ejee[ cale of continuous welds over 3 feei (914 mm) in lenglh where the eKeciive thmat thickness is 1 inch (25 mm) or less, each 12-inch inerement (305 mm) or 6actiou thereof shall be consid- ered ac one weld. For evaluating the cejut cate on coutinuous welds wer 3 feel (914 mm) in length wheee the eHective lhroat thickness is greatee Ihan 1 inch (25 mm), each 6 iuches (152 mm) oC Iengih oe frac- tion thereof shall be wnsidered one weld. 2. Fot wmpleie penetration groove welds ou matecials less than s/16 inch (7.9 mm) ihick, nondec[mclive lesling is noi required: for Ihis welding, continuous inspection is required. 3. When approved by the building official aud oWlined in the proj- ect plans and specifica[ions, this mndestructive ultcasonic tes[ing mav be perfocmed in the shop of an approved fabricetor utilizing qualified Iest [echniyues in the employment o[ the fabricatoe. 2. Partial penetration groove welds when used in column splices shall be tested either by ul[casonic testing or radiographv when eequired by the plans and specifica[ions. For partial penetra- tion groove welds when used in column splices, with an effective throat less than ;/q inch (191 mm) thick, oondestructive testing is no[ required; for this welding, eontinuous special inspection is required. 3. Base metal thicAer than li/2 iuehes (38 mm), when subjected to through-thickness weld shrinkage strains, shall be ultrasoni- cally inspecied for discontinuities directly behind such welds after joint completion. EXCERPTS FROM CHAPTER 17 Any material discontinuities shall be accepted or rejected on the basis of the defect rating in accordance with the (Iarger reflector) cciteria of approved nationa] standards. SECTION 1704 - PREFABRICATED CONSTRUCTION 1704.1 General. 1704.11 Purpose. The purpose of [his section is ro regula[e ma- terials and establish methods of safe coustmction where any struc- ture or portion thereof is wholly or partialiy prefabricated. 1704.11 Scope. Unless otherwise specifically sta[ed in this sec- [ion, all prefabricated construction and all materials used therein shall conform to all the requirements of this code. (See Section 104.2.8.) 17041.3 Definifion. PREFABRICATED ASSEMBLY is a structural unit, the inte- gral parts of which have been built up or assembled prior [o inwr- poration in the building. 1704.2 Tests of Materials. Every approval of a material not spe- cifically mentioned in this eode shall ineoiporate as a proviso the kind and number of tes[s to be made during prefabricalion. 1704.3 Tes[s of Assemblies. The building official may require special [ests ro be made on assemblies to de[ermine their durabil- ity and weather resis[ance. 1704.4 Conuections. See Section 1611.11.1 for design requice- ments of connections for prefabrica[ed assemblies. 1704.5 Pipes and Conduits. See Section 161111.2 for design requirements foc removal of material foc pipes, conduit and o[her eyuipment. 1704.6 CeRi6cate and Inspection. 1704.6.1 Ma[erials. Materials and the assembly Iheieof shall be inspected to determine wmpliance with this code. Every mate[ial shall be graded, marked or labeled where required elsewhere in [hIS COde. 1704.6.2 Certificate. A certificate of approva] shalt be fur- nished with every prefabricated assembly, except where the as- sembly is readily accessible ro inspection at the site. The certificate of approval shall certify that the assembly in question has beeii inspected and meets all the requicements of this code. When mechanical equipment is ins[alled so that it cannot be in- spected at the site, the certificate of approval shall certify that such equipment complies with the laws applying thereto. 1704.6.3 Certifying ageocy. 7o be acceptable under this wde. every certificate o1' approva] shall be made by an approved ageocy. 1704.6.4 Field erec[ion. Placemen[ of prefabricated assemblies at the building site shall be inspected b}the building official to de- termine compliance with this code. 1704.6.5 Continuous inspection. If continuous inspection is re- quired for certain materials where construction takes place on the site, it shall also be required where the same matecials are used in prefabricated construction. . EXCEPTION: Continuous inspeciion will mt be required during prefabricalion if the appmved agenc} certifies lo the constmction and (umishes evidence of wmpliance. 1-167 05/15/01 TIiE 10:55 _F.9S_ 303 _202 9884 9 ONE PATCERN I rM ooz ~T i _OF IT~iVB1~, I~IC. OH ~FNVSR. INC. V~ Structure / Foundation V+ / Basement I Crawlspace vl_~ Exterior Grading / Drainage ✓ Roof Covering / Saucture ✓ Chimneys / Flues / Vents ✓ Flashings / Gutters V, / Heacing System / Fireplaces ✓ Electrical System ✓ Plumbing Fixtures / Water Heater ✓ Attic Cavity / Insulation ✓ Ventilation 0 Berry Gros nsxI t.c.e.o. •101e3 cwl.Mirow figox`*~ Netionally Certified Building and Home inspawrs 2755 S. Laust SUeet Suite 117 Dcnw. Colndo 90222 (303) 753• 13s2 Z"~pmAmerican Sociery of Home Inspectors International Conference of $uilding Offlcials Nationally Certified Building Inspectors Serving Mea Since 1978 Inwnd antl Bonaed FHANA Certifitatans Compete Heme Inapectione Companent Inspettlona InEividual ImresHgations/Consulting RaAOn Yesting On-Sitt Reparts 3 Fulhtime Inspectors ONF yFSR COMPONFN'CCERTJFICATION WITN F~V6RY INSPEX INSpECT10N INSPEX will, st no addidonal cosc, con[nbun> >pecifee doltx amount if any of tha five (5) major components, whKh meet INSiE%Certification a[ondards, aMUld tail wiNin onm year at thefnspectlon date. ROOF fAVERIN6, CENTNAI HEATING SYS7EM, FOUNONTION 6 STRUCTURE, MAIN ELECTFIC VANEt AND THE WATER NEATER. WHAT WILL AN INSP X fNSPEGTfON CO3T? InspKtion feea are competitiw antl are sat by aoeh indepen- tlent INSPEX oHice. For additioml in}ormation plesse nll: INSPEX of Denver, Inc. ~ 2755 5. Locust St.. NI18 ~ Denver, CO 60222 (303)753-1342 05/15/01, TUE 10:$5 F9X 303 202 9884 A ONE PATTERN C~003 ` INSPEX PAGE 03 M co ~ 0 ~ : > Y O ~ • Y t 3 Y F C Y ~ 0 W F < t O a ~ 0 Y ~ ~ ~ ~ ~ O~ ~ wt , ~ ~ a a en Vi ~ ~ ~ . ~`U • ~ i ~It ; r OL~ MM, II • ~ 05/15/01 TUE 10:57 F.AX 303 202 9884 ~ o+ +i.wo J10::7539358 U z ~ ^ O U ~ 0 ~ ~ z w ~ z t~l 9 ONE P9TTERN INSPEX ~ ~ ~ ~ ~ V` ~ ~ ~ ~ ~ Q U w 0 0 z Q ~ ~ li~l 0 cw m 9 ~ ~ ~ A ~ ~ ~ ~ ~ ~ I ~ P ~ ti ~ . ~ Zooa PAGE 02 ~~~ti r ,~G(r!G Pr[ St' 4!'~- ~ FILF COP Y PERMANENTEASEMENT Know all men by these presents, tha[ Colorado S[eel, whose address is, 4836 Van Gordon S[reet, W heat Ridge, Co 80033, County of Jefferson, State of Colorado, hereinafter called the "Grantor(s)" for and in consideration of the sum of $25.00, and other valuable consideration ta Colorado Steel paid by A-1 PAttern & Foundry, inc., do hereby give and gran[ to A-1 Pattern & Foundry, inc., PERNIANENT EASEMENT an, along, over and across the following described premises to-wit: A tract of land lying in the S.E.'/a of sectian 17, Township 3 South, Range 69 West of the 6~' Principal Meridian, City of Wheat Ridge, County of Jefferson, State of Colorado, described as: See atYached: Exhibit A Nate: All bearings are relative to one another and are based on the bearing of the east line of the S.E. 1/4 of said Section 17 being N 001916W. For the purpose of: Construction and maintenance of storm wa[er drainage facility. Subject to the following terms and conditions: To the eztent permitted by law, and without waiving any immunities, protections, or defenses available xt common law or under statute, including, without limitation, A-1 Pattern and Foundry Inc. agrees to hold harmless Cobrado S[eel from and against any suit, claim, attorney's fees, loss or damage, including persanal injury or loss of life, which may occur as a result of negligent construction or main[enance of said storm water drainage facility by and /or for Colorado Steel on the property subject to this easement. Said tract contaius 420 square feet more or less. Also known by the street and number as 4836 Van Gordon Street, Wheat Ridge, Ca. 80033. And Colorado Steel hereby e ith [he city that he has good title to the aforedescribed premises: aud [hat he had`good and lawful ight to grant this easement. IN WITNESS WHtF&OP: 1e-bas::9Ereunto set this '±1 day of nj x! A.D., 2001. / Gene Pietro, President State of Colorado ) County of JetTerson )SS. The foregoing instrument was acknowledged before me this ~ day af 2001 6y Colorado Steel. My Commission eapires__~ V ,(~X. Wihiess my hand and official seai. Seal LFMADELINE~R. LAM5~RT NOTARPUBLIC ATE OF COLORADO Mv Commission Expires - Notary ublic EXHIBIT A A STORM WATER DRAINAGE EASEMENT LOCATED WITHIN LOT 6, NICHOLAS GARDENS COUNTY OF JEFFERSON, STATE OF COLORADO scni_E:iso' onY: oa.ito1 ~ 0 ~ n w ~ ~ c7 LOT 3 Lo r3 H A 1 PAT"I'BRN MINOR SUI3DIVISION w z w c~ E- S 89'10'16" W o ' ~ P.O.13. 5 00 S 89'10'16" W 623.35' i P.O.C. ¢ (BASIS O( BEARING) S 00'I659° 42.00' i ' L ~'i _ LOT 6 / 1, NICI{OLAS GARDENS ~ 10' WDE DRAINAGE EASEMENrIZ oESCaiPnoN: A TEN (10) FOOT W1DE STORM WATFR DRAINACE EASEMENi LOCATED W11HIN LOT G, NICIIOLAS GARDENS A; R[CORDED IN BOOK , 2 AT PAGE 60, SECTION 17, TOVMSHIP 3 SOUT}I, RANGE 69 WLST OF T}IE SlXlll PRINCIPAI MERIDIAN CIIY OF WHEA1 RIDCE , , COUNTY OF JEFFERSON, STATE OF COLORADO, DEING FlVE (5) FEET ON EACH SIDE OF ➢IF IIEREIN D[SCRI[JED CENTERUNE WIT}I SIDELINES EXTENDING AND SHORT[NING AS NECESSARY TO INTLRSFCT ADJOINING PROPERTY, EASEMENf APlD RICIIT-OF-WAY LINES. C0MMENCING AT TIIE NORTHEAST CORNER OF SAID LOT 6, W1iENCE THf. NORTIiWEST CORNER 1HEREOF t3EARS S 89'10'16° W , 623.35 FEET W1iH hLL BEARINGS CONTAMED HEREIN RELAIIVE THEREfO, TNENCE ALONG RIE NORTH (INE: Of SAID LOT ' " S 89'10 16 W, 5.00 FEET TO THE 1RUE POINT OF BEGINNING; T}i[NC[ S 00'16'59" F. 42.00 FEET TO ➢If_ POINI Of IERMINUS. t > ~ PJe 296 UI p ~~~a ~An Assxialion ol _ S\~> GC.S. Cmwllwb, hcmd Busd'ne Cngimnng Cdp,alim , ' . . NO1C 7115 DOES N01 RCVA[SCNi A IlqlUN(NI[D UND SUNKY. IIHS Wesl I-70 Radaye NwJ Nulh, Suile 102 If IS WILNDCU qLY IO UPICi 111C AIIAOIID UCSIRpIl01L µJyt, CWnaJo 80031 l ¢ S( H•103•//O6 fh% SOS.IOJ-OAIXI