HomeMy WebLinkAbout3610 Vance StreetFIRESTONE WARRANTY
GENERAL TERMS, CONDITIONS AND LIMITATIONS
Warranty No: 700335038
Project No: 2888898
Start Date: 01/31/2018
Building Identification: 3610, 3630 & 3650 Vance St
Building Address: 3630 Vance St., Wheat Ridge, CO 80033
Building Owner: 3610, 3630 & 3650 Vance St
Roofing Contractor: THE BAUEN CORPORATION, 40000145
Subject to the terms, conditions, and limitations set forth herein, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company,
provides the Building Owner ("Owner") named above with this Limited Warranty for the Firestone provided System(s) or Material(s) set forth herein. This Warranty
consists of multiple pages, all of which comprise the express terms and conditions of the warranty herein. Additional requirements, terms, conditions, exceptions,
and limitations are defined in subsequent pages. In the event that any inconsistencies exist between the General Terms, Conditions and Limitations listed below and
the Terms, Conditions and Limitations in subsequent pages, the subsequent pages will prevail.
GENERAL TERMS, CONDITIONS AND LIMITATIONS
Payment Required. Firestone shall have no obligation under this Limited Warranty unless and until Firestone and the licensed applicator have been paid in full for all
materials, supplies, services, approved written change orders, warranty costs and other costs which are included in, or incidental to, the System or Materials. In the
event that repairs not covered by this Limited Warranty are necessary in the future, Firestone reserves the right to suspend this Limited Warranty until such repairs
have been completed and the licensed applicator and/or Firestone has been paid in full for such repairs.
Exclusions. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a claim or damage is caused by:
Natural forces, disasters, or acts of God including, but not limited to, fires, hurricanes, tornadoes, wind-blown debris, lightning, earthquakes, volcanic activity, atomic
radiation, insects or animals; Act(s), conduct or omission(s) by any person, or act(s) of war, terrorism or vandalism, which damage the System or Material or which
impair the System or Material's ability to perform properly; Failure by the Owner to use reasonable care in maintaining the System or Material, said maintenance to
include, but not be limited to, those items listed in the current version of the Firestone Owner's Manual available at http://firestonebpco.com/ in the Building Owner's
Toolbox; Deterioration, defects or failure of building components, including, but not limited to, the substrates, structural elements, walls, mortar, HVAC units,
skylights, foundation settlement, etc.; Construction generated moisture, condensation or infiltration of moisture in, from, through, or around the walls, copings,
rooftop hardware or equipment, skylights, building structure or underlying or surrounding materials; Acid, oil, harmful chemicals, or the reaction between them;
Alterations or repairs to the System or Materials that are not completed in accordance with Firestone's published specifications, not completed by a Firestone licensed
applicator, and/or completed without proper notice to Firestone; The design of the system: Firestone does not undertake any analysis of the architecture or
engineering required to evaluate what type of System, Installation or Material is appropriate for a building and makes no warranty express or implied as to the
suitability of its Products for any particular structure; such a determination is the responsibility of the architect, engineer or design professional; Improper selection of
materials for the assembly or the failure to accurately calculate wind uplift and/or applicable design loads; Deterioration to metal materials and accessories caused by
marine salt water, atmosphere, or by regular spray of either salt or fresh water; Failure of any non -Firestone brand materials used in the Firestone System or
Installation not specifically accepted in writing by Firestone to be included in coverage; Change in building use or purpose; Failure by the Firestone licensed applicator
or any additional contractor or subcontractor to follow Firestone's recommended installation instructions or approved specifications or drawings for the layout, design,
and installation of the System or Materials. It shall be the Firestone licensed applicator's sole and exclusive responsibility to strictly follow Firestone's recommended
installation instructions or approved specifications or drawings for the layout, design, and installation of the System or Materials; or Failure to correct all installation
deficiencies listed in any Firestone inspection report.
Overburden. Owner shall be responsible for the costs associated with the removal and replacement, as well as any damage caused by the removal and replacement,
of any overburden, superstrata or overlays, either permanent or temporary, which include but are not limited to: structures or assemblies added after installation,
fixtures or utilities on or through the System or Material, support platforms or bases for Photovoltaic (PV) Arrays (aka - Solar Panels), Garden Roofs, Decks, Patios or
any other obstacles that impede access, clear observation, investigation, and repair of the System or Materials, excluding ballast or pavers accepted by Firestone or
overburden specifically included in subsequent pages of this Warranty.
Term. The term of this Limited Warranty shall be for the period set forth above and in subsequent pages of this document and shall not be extended under any
circumstances without Firestone approval.
Access. During the term of this Limited Warranty, Firestone's designated representative or employees shall have free access to the Installation location for
inspection, audit, or repair purposes during regular business hours. In the event that access is limited due to security or other restrictions, Owner shall reimburse
Firestone for all reasonable cost incurred during inspection and/or repair of the System or Material that are due to delays associated with said restrictions.
Waiver. Firestone's failure to enforce any of the terms or conditions stated herein shall not be construed as a waiver of such provision or of any other terms and
conditions of this Limited Warranty.
Disputes. Any dispute, controversy or claim between the Owner and Firestone concerning this Limited Warranty or relating to any material supplied or specifically
required by Firestone shall be settled by mediation. The Owner hereby releases Firestone from all liability to Owner's insurance carrier or to anyone claiming under or
through Owner by reason of subrogation or otherwise. In the event that the Owner and Firestone do not resolve the dispute, controversy or claim in mediation, the
Owner and Firestone agree that neither party will commence or prosecute any suit, proceeding, or claim other than in the courts of Hamilton County in the state of
Indiana or the United States District Court, Southern District of Indiana, Indianapolis Division. Each party irrevocably consents to the jurisdiction and venue of the
above -identified courts.
Governing Law. This Limited Warranty shall be governed by and construed in accordance with the laws of the State of Indiana without regard to its rules on conflict
of laws.
Severability. If any portion of this Limited Warranty is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall
nevertheless continue in full force.
FIRESTONE DOES NOT WARRANT PRODUCTS INCORPORATED OR UTILIZED IN THIS INSTALLATION THAT WERE NOT FURNISHED BY FIRESTONE. FIRESTONE
SPECIFICALLY DISCLAIMS LIABILITY UNDER ANY THEORY OF LAW ARISING OUT OF THE INSTALLATION OF, PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR
CAUSED BY, PRODUCTS NOT FURNISHED BY FIRESTONE. THIS LIMITED WARRANTY SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES OF
MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, AND FIRESTONE HEREBY DISCLAIMS ALL SUCH WARRANTIES. THIS LIMITED WARRANTY SHALL BE
THE OWNER'S SOLE AND EXCLUSIVE REMEDY AGAINST FIRESTONE, AND FIRESTONE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR
OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO THE BUILDING OR ITS CONTENTS, SUBSTRATES OR THE ROOF DECK.
THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR MODIFIED IN ANY WAY EXCEPT IN WRITING SIGNED BY AN AUTHORIZED OFFICER OF FIRESTONE.
NO OTHER PERSON HAS ANY AUTHORITY TO BIND FIRESTONE WITH ANY REPRESENTATION OR WARRANTY WHETHER ORAL OR WRITTEN.
THIS WARRANTY INSTRUMENT CONSISTS OF MULTIPLE PAGES, ALL OF WHICH ARE PART OF THIS DOCUMENT.
ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES.
200 4th Avenue South, Nashville, TN 37201
1-800-428-4442
7t re sto n e www.firestonebpco.com
BUILDING PRODUCTS Page 2 of 3
NOBODY COVERS YOU BETTER." 1001.001.2015
FIRESTONE RED SHIELD ROOF SYSTEM
LIMITED WARRANTY
Warranty No: 700335038
Project No: 2888898
Start Date: 01/31/2018
Building Identification: 3610, 3630 & 3650 Vance St
Building Address: 3630 Vance St., Wheat Ridge, CO 80033
Building Owner: 3610, 3630 & 3650 Vance St
Roofing Contractor: THE BAUEN CORPORATION, 40000145
ROOF-TPO
Firestone Red Shield - TPO - 20 Year - 55 mph
Firestone Red Shield - TPO - 20 Year - 55 mph
Firestone Red Shield - TPO - 20 Year - 55 mph
Square Footage: 31,075
Square Footage: 31,075
Square Footage: 10,200
For the warranty period indicated above, Firestone Building Products Company, LLC ("Firestone"), an Indiana limited liability company, warrants to the Building
Owner ("Owner") named above that Firestone will, subject to the Terms, Conditions and Limitations set forth below, provide labor and material to repair any leak in
the Firestone Roofing System ("System") caused by deterioration in the Firestone brand material due to normal weathering or any manufacturing or workmanship
defect in the membrane within the scope of this warranty during the period specified above.
TERMS, CONDITIONS AND LIMITATIONS
Products Covered. The System shall mean only the Firestone brand roofing membranes, Firestone brand roofing insulations, Firestone brand roofing metal, and
other Firestone brand roofing accessories when installed in accordance with Firestone technical specifications by a Firestone -licensed applicator. Any materials not
manufactured or supplied by Firestone are not covered under this warranty.
Notice. In the event any leak should occur in the System, the Owner must give notice in writing or by telephone to Firestone within thirty (30) days of any
occurrence of a leak. By so notifying Firestone, the Owner authorizes Firestone or its designee to investigate the cause of the leak at its option.
Investigation. Should the investigation reveal that the leak is excluded under the Terms, Conditions and Limitations, the Owner shall be responsible for payment of
the investigation costs. Failure by Owner to pay for these costs shall render this Limited Warranty null and void. The Owner is responsible for completing repairs not
covered by the Limited Warranty to be made at the Owner's expense that will permit this Limited Warranty to remain in effect for the un -expired portion of its term.
Failure by the Owner to properly make these repairs in a reasonable manner using a Firestone -licensed applicator and within 60 days shall render this Limited
Warranty null and void.
No Dollar Limit (NDL). If upon investigation, Firestone determines that the leak is not excluded under the Terms, Conditions and Limitations set forth in this
Limited Warranty, the Owner's sole and exclusive remedy and Firestone's total liability shall be limited to the repair of the leak. There is no dollar limit placed on
warranted leak repairs to the extent such repairs are covered by this Limited Warranty.
Exclusions. Firestone shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a claim or damage is caused by:
Hail
Winds of peak gust speed at or in excess of 55 mph calculated at ten(10) meters above ground using available meteorological data: (All associated building
components, including but not limited to the deck substrate, joists, columns and foundation, must also meet wind speed design requirements);
Roof traffic or storage of materials or equipment on the roof not specifically accepted in writing by Firestone.
Damage to the roof incurred during breach, rupture or failure of any building envelope component during a flood or wind event not covered under warranty; or,
Failure to give proper notice as set forth in paragraph above.
Transfer. This Limited Warranty shall be transferable and assignable subject to Owner's payment of the current transfer fee set by Firestone.
Alterat on. Owner shall obtain Firestone's written approval before making any alterations to the roof system or installing any structures, fixtures, or utilities on or
through the roof. This includes modification of the Firestone roof system to serve as a support platform for Photovoltaic (PV) Arrays (aka - Solar Panels), Garden
Roofs, Decks, Patios, and areas intended for public access. Roof modification approval typically requires owner sponsored enhancement of the roof system to meet
additional performance requirements to ensure service life following the proposed modification. Firestone is the sole judge of whether or not enhancements to the
roof system are required. Failure to obtain Firestone approval for a roof modification will result in invalidation of this warranty.
FIRESTONE BUILDING PRODUCTS COMPANY, LLC
By: Ben George
Authorized p
Signature: ✓__
Title: Manager, Technical Building Solutions
THIS WARRANTY INSTRUMENT CONSISTS OF MULTIPLE PAGES, ALL OF WHICH ARE PART OF THIS DOCUMENT.
ADDITIONAL REQUIREMENTS ARE DEFINED ON SUBSEQUENT PAGES.
'Firestone
BUILDING PRODUCTS
NOBODY COVERS YOU BETTER."
Page 3 of 3
1003.001.2015
�. A City of Wheat Ridge
Residential Miscella PERMIT - 201700668
PERMIT NO: 201700668 v 1 ISSUED: 06/15/2017
P71 -r 30,
JOB ADDRESS: 3610 Vance ST EXPIRES: 06/15/2018
JOB DESCRIPTION: Repair damaged floor joist on balcony
* * * CONTACTS * * *
OWNER (303)887-4754 FICCO LOU
SUB (720)295-3099 Duane Radcliff 160101 Miken Enterprises, LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA ; Unassigned
SUBDIVISION CODE: 105 / BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00
FEES
Total Valuation 0.00
Plan Review Fee 70.98
Use Tax 63.00
Permit Fee 109.20
** TOTAL ** 243.18
* * * COMMENTS * * *
*** CONDITIONS ***
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.
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 alt entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2, This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures far 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 rec uired
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 of a perm ,jt hall pot be construed to be a permit for, or an approval of, an violation of any provision of any
applicable cod � ance or of this jurisdiction. Approval of work is subject to fYeld inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.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.
0 u,
01
on,,1
INSPECTION RECORD
r' INSPECTION REQUEST LINE: (303) 234-5933
0ccupancy//T31)e
r /
I Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections
Date Inspector
Initials
Comments
Pier
Electrical
Concrete Encased Ground (CEG)
Sewer Service
Foundation / P.E. Letter
Plumbing
Lath / Wall Tie
Do Not Pour
Concrete Prior 10 Approval Ur I ne Above inspections
Underground/Slab Inspections
Date Inspector
Initials
Comments
Electrical
Sewer Service
Plumbing
Lath / Wall Tie
rin Alnf rnvcr I Inrlprnrniiind nr gelnw/ln-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — Please be sure that rough inspections are compieteo from the rare District and eiecuwai ww wiiage
by the Building Division.
For notification of your assigned inspection time window please email inspttitnetecquesti CL..wheatridgc.co.us by 8:00 A.M.
the day of the inspection with the property address in the subject line of the email. Time windows are assigned based on
inspection routing.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
x
City of Wheat Ridge
Commercial Roofing PERMIT - 201709350
�Y
PERMIT NO: 201709350 ISSUED: 11/30/2017
JOB ADDRESS: 3610 Vance ST EXPIRES: 11/30/2018
JOB DESCRIPTION: Commercial re -roof with GAF Timberline asphalt shingles. Install new felts
and flashings. One building and one garage. Pitch is 4/12, 8/12. Squares:
85. 2 buildings per site plan.
*** CONTACTS ***
OWNER (303)887-4754 BROTHERS FICCO
SUB (303)466-7386 Bob Bellitt 018626 Arapahoe Roofing & S/M
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned
SUBDIVISION CODE: 105 /
USE: UA / Unassigned
BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 28,988.00
FEES
Total Valuation 0.00
Use Tax 608.75
Permit Fee 488.05
** TOTAL ** 1,096.80
*** COMMENTS ***
*** CONDITIONS ***
In order to pass a final inspection on commercial elastomeric or similar type roofing, a
letter of inspection and approval from the manufacturer technical representative stating
that "the application of the roof at (project address) has been applied in accordance with
the installation instruction for (roof material brand name) roof covering" is required to
be on site at the time of final inspection.
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must
be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3
feet above the roof eave and secured in place is required to be provided for all roof
inspections. Roof ventilation is required to comply with applicable codes and/or
manufacturer installation instructions, whichever is more stringent.
City of Wheat Ridge
Commercial Roofing PERMIT - 201709350
PERMIT NO: 201709350 ISSUED: 11/30/2017
JOB ADDRESS: 3610 Vance ST EXPIRES: 11/30/2018
JOB DESCRIPTION: Commercial re -roof with GAF Timberline asphalt shingles. Install new felts
and flashings. One building and one garage. Pitch is 4/12, 8/12. Squares:
85. 2 buildings per site plan.
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 , the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be erformed is disclosed in this document and/ ' s' accompanying approved plans and specifications.
� i 1 36 f 1�
,�-�
Signature of OWNED or CONTR CT (Circle one) Date
I. This permit was issued based on the in ormation provided in the permit application and accompanying )Tans 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 change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official -"- Date a�
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
`J`Iheat lkj
COMMUNITY DEVELOPMENT gge
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(cDci.wheatridge.co.us
I FOR OFFICE USE ONLY I
Date: ,F
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: 3% I tD UcA I u S
Property Owner (p/ease print): �— t (c -y 6_10-4-,,. S Phone:
Property Owner Email: 1 o .) C c -c @ a.D t - C-0 G--%
Mailing Address: (if different than property address)
Address: � (. -�—U va'A" S4 • S " {'
City, State, Zip: 6-<) • %--0 0 3 3
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: A,-&, G
Phone:
b ()4-, � rtc'44l , 1 -
Contractors City License #: d ( 91 6 r} (0 Phone:_ , 0 3 - `(% (6, -7- 3k (o
Contractor E-mail Address: ct0C .o 0�- . G c) "'
J
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
N 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.)
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Amps
Squares
Gallons
Other
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 ONE: (OWNER (CONTRACT ) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): DATE: 1 :7-
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer
Building Division Valuation: $
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❑ 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.)
Stec rke&k
Acct�� �x.k.b-���t�el i,� ��cSc'►1�eIv��I/Vtp�,
IAO 0J, C k 't -C" k -tS
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
11: 00.00
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 a plication.
CIRCLE ONE: (OWNER) (CONTRA C OR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
i
Electronic Signature (first and last name): (� DATE:`
// 77
DEPARTMENT USE ONLY
ZONING COMMMENTS,/ OCCUPANCY CLASSIFICATION:
Reviewer: V r �LAill
BUILDING DEPARTMENT COMMENTS:
Reviewer:
Building Division Valuation: C�
City of Wheat Ridge
Residential Miscella PERMIT - 201700668
PERMIT NO: 201700668 ISSUED: 06/15/2017
JOB ADDRESS: 3610 Vance ST EXPIRES: 06/15/2018
JOB DESCRIPTION: Repair damaged floor joist on balcony
*** CONTACTS ***
OWNER (303)887-4754 FICCO LOU
SUB (720)295-3099 Duane Radcliff 160101 Miken Enterprises, LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 105 / BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00
FEES
Total Valuation 0.00
Plan Review Fee 70.98
Use Tax 63.00
Permit Fee 109.20
** TOTAL ** 243.18
*** COMMENTS ***
*** CONDITIONS ***
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.
I, by in signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this ermrt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be
performed and that all wgrk to be per�rned is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Reqquests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days mad Nc granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalermit 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 required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any or nce 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.
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.
�i0 City of
`� Wheat -Midge
COMMUNITY DEVELOPMENT
Building 8 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(a)_ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: i
161�� /
Plan/Pennit # aoowal�
Plan Review Fee0 O
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address:
Owner
Property Owner Email: �b �JA/CC 6
Mailing Address: (if different than property address)
Address
City, State, Zip:
'4�/
Architect/Engineer:
!//
2� f
Phone:,- Z
Architect/Engineer E-mail: Phone: 3, X>3 , /g�v2
Contractor:
Contractors City License #:
Phone:
Contractor E-mail Address: 4 ,fyj// Z L� Z 5
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
❑ COMMERCIAL 0 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) ;0157- zw
(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.)
Sq. Ft.ILF Btu's
Amps
Squares
Gallons
Other
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. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Electronic Signature (first and last name):�— - � DATE:
ZONING COMMMENTS:
Reviewer
BUILDING DEPARTMENT COMMENTS.
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
HEAVENER ENGINEERING, INC
1959 S. PEARL ST.
DENVER. CO 80210
phone: 303-733-1962
e-mail: heistructures(Mmsn.com
April 17, 2017
Lou Firm
3650 Vance St. #1
Wheat Ridge, CO 80033
Re: Deck Repair at 3610 Vance St., Unit 301, Wheat Ridge, CO
Field Report FR1 Date of Observation 41417
Observations: Fire damage to the deck boards and one of the joists.
Conclusions: The decking will need to be replaced and an edge joist added.
The amount of damage to the existing edge joist is not enough to prevent it from remaining as a
fully supporting joist. This joist can be left in place.
A new pressure treated joist of equal size sistered to the original with 2 rows of 10d nails at 16
inches o.c_ will provide a nailing surface for the new decking.
Heavener Engineering, Inc.
Jere Heavener. P. E.
�§0 3N{n�a�ii,�,rr,i
`\ Yb�•••Dp�UJ� :•i
NEAJ,,�et�'
Vt 9
0 • GtT'7f' •
•
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'��'i ••••esee•eeee
AN A
C'V a ,
bleat Ridge
HYDRAULIC DESIGN INFORMATION SHEET
NAME
DATE /-i3-9z
LOCATION ~u °r c ~ ' - - -
BUILDING Nr-w 2.4 0"~r A P6PTn~aar SYSTEM N0. T/jfeo i=~ooK
CONTRACTOR AOI.n~ E=1~z[: I+S2oT' T/_ CONTRACTNO.
CALCULATED BY_ -L\1fNF ~ DRAWING N0. Fny e F`P'L
CONSTRUCTIOIJ: tCOMBUSTIBLE 17 NON-COMBUSTIBLE CEILINGHEIGHT2(-'-~6' FT.
OCCUPANCY 0fii'1tZts'MgM.r CEi✓rEt C To 3av FLOO2 C(-zIL/NYl
E] NFPA 13: ❑ LT. HA2. ORD. HAZ. GP. ot ❑ 2 ❑ 3 ❑ EX. HAZ,
~ NFPA 231 F-1 NFPA 231C: FIGUFE ; CURVE
~ 0 OTHER (Speci(y) N ~ ~'6. /A
W ~ SPECIFIC RULING _ MADE BY DATE
❑
-
2
AREA OF SPRWKLER OPERATION C/~Lc .4 QS
$YSTEM TYPE
~
[
ENSITY MiN /3,0 GPn+
~ 1'lET ❑ DR`f ❑ DEWGE C PFE-ACTIO\'
N
AREa PER SPRINI<LER Mwc- 25& Fr
SPiiINKLER OR NOZZLE
C
SE ALLOWANCE GPM: INSIDE uM
403r - MODEL
FdAKE
'
_
HO
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' ~
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MZ[ « K-FACTOR '4•2:.-__.
HACK SPRINI<LER ALLOWANCE -
0
1 TE:'!_ERATUFE RATIP:G_ /SS
CALCULATION
GPM REOUIFED 54-67 PSI RECUIHL'D_ 5525 47 Polio- of~ ~-oNNGcT/pN
SUMMARY
"C" FACTOFUSED: OVEHHEAD_ /so UNDERGROUND 140 _
Y197EAfLrnv TESr
P~~!na ~nr~
I DATE & TIPdE
ED C CITY _
CAPACIT _
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SOURCE Of INFORMATION VJ145-ar21294t \e/A7'/°2 D/= PhwrM+~Nr
CO~lA70D _CLASS LOCATION
STCRAGE HEIGH AREA _ AISLE W
~
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STORAGE METHOD: SOL LED_ °.o PALLETIZED ,o RACK
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SVBMITTP.L SERIA.L N0:221711-03
Third rloor
MORNINGSIDE RETIREP7ENT COMMUNITY
24 Lnit Apartment
Wheatridge, Colorado
Calculate 4 AS - NPPA 13R
Third Floor
FLOW TF.ST RESULTS
STATIC
RESIDUAL AT 1200.0 GFM
PRESSURE AV9IL9BLE AT 56.7 GPM
01-13-1992 PAGE 1
72.00 PSI
42.00 PSI
71.89 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL
MINIMUNI
SYR
FLOW
PLOW
K-P'ACTOR
200
15.37
13.00
4.20
201
15.16
13.00
4.20
202
13.14
13.00
4•20
203
13.00
13.00
4.20
PRESSURE
13.39
13.03
9.79
9.58
'POTAL WATER REQUIRED FOR SYSTEM
TOTAL WATER REQUIREML'NT
PRESSURF. FtEQUIRED AT 0
56.67 GPM
56.67 GPM
53.3? PSI
MAXIMUM Y1tESSURE UNHALANCli IV LOOPS 0.098 PSI
MASCIMUM VELOCITY IN PIYES 18.82 F'PS
SUBMITTAL SERIAL N0:221711-03
Third Ploor
01-13-1992 YAGE 2
FROM
TO
FLOh
DI.4M
EOUZ\'
P-LOSS
PRESSURE
GPP1
IN
PIPE
PSI/P'1'
SUMMARI'
LEN/FT
PSI
103
203
0.884
L
0.67
0.0893
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9.58
f2031
Q
13.00
P=310
P
3.00
PE
-0.23
llR
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'I'
3.67
PF
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11
103
1.109
L
15.50
0.0296
PT
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11031
Q
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F=U
F
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FE
0.00
BN1
C150
'P
15.50
PF
0.46
PT
10.08
( 11)
102
202
0.884
L
0.67
0.0911
PT
9.99
f202f
Q
13.14
F=3/0
F
3.00
PE
-0.29
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0.33
11
102
1.109
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PE
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A01
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9.00
PF
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9
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1.109
L
20.67
0.1078
PT
10.10
1 111
Q
26.14
F=T
F
5.00
PE
0.00
BN
C150
T
25.67
PF
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8
9
1.109
L
14.17
0.1078
PT
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1 9)
Q
26.14
P=2E
F
14.00
PE
0.00
NC1
C150
T
28.17
PF
3.04
PT
15.91
( 81
101
201
0.884
L
0.67
0.1187
PT
13.03
(201)
Q
15.16
F=3/0
F
3.00
PE
-0.29
DR
C150
T
3.67
PF
0.44
10
101
1.109
L
16.00
0.0393
PT
13.18
l1011
Q
15.16
F=0
F
0.00
PE
0.00
BN1
C150
T
16.00
PF
0.63
FT
13.81
( 10)
100
200
0.884
L
0.67
0.1218
P'P
13.39
12001
c,~
15.37
F=3/0
F'
3.00
YE
-0.29
DR
C150
T
3.67
PF
0.45
10
100
1.109
L
0.50
0.0404
PT
13.55
(100)
Q
15.37
P=T
I'
5.00
PE
0.00
AO
C150
T
5.50
PF
0.22
8
IODO
15.16
1.109
L
9.00
0.1437
PT
13.77
1 101
Q
30.53
F=T
F
5.00
PE
0.00
BN
C150
T
14.00
PF
2.01
7
8DQ
26.14
1.109
L
0.67
0.4511
FT
15.78
( 8)
Q
56.67
P=T
I'
5.00
I>E
0.00
NC
C150
T
5.67
PF
2.56
SI;BMITTAL SERIAL N0:2217H-03
Third Ploor
01-13-1992 PAGE 3
FROM
TO
FLOW
DIAM
EQUIV
F'-LOSS
PItESSURE
UPM
SN
1'IFE
PSI/FT
SUMMARY
LEM/I"P
PSI
g
q
1.400
L 36.25
0.1950
PT
18.31 (
71
0
56.67
F=T,BV
F 8.00
PE
0.00
FM1
C150
T 44.25
PF
6.42
5
6
1.900
L 9.53
0.1450
PT
24.76 (
6)
Q
56,67
F=0
F 0.00
PE
4.13
FR2
C150
T 9.53
PF
1.38
q
5
1.400
L 9.53
0.1150
PT
30.27 1
5)
Q
56.67
F=T
F 6.00
PE
4.13
FR2
C150
T 15.53
PF
2.25
3
4
1.602
L 89.00
0.0752
PT
36.65 (
9)
Q
56.67
F=2E/E
F 27.00
PE
0.00
FM
C150
T 116.00
PF
8.72
2
3
2.003
L 4.71
0.0253
PT
45.37 (
3)
Q
56.67
F=0
F 0.00
PE
2.04
FR1
C150
'1' 4.71
PF
0.12
1
'L
2.154
L 122.80
0.0269
PT
49.53 1
21
Q
56.67
F
=2BV,2E
F 22.00
PE
1.66
FR
C120
T 144.80
PF
3.90
COMM
ENT:
Includes
119'-0" 13
.2 FSI
Lossl For baclcflow Preventer
p
1
4.155
L 139.00
0.0008
PT
53.09 l
11
Q
56.67
F=T,
GV,EE/E
F 56.00
FE
0.00
UN
C140
T 195.00
PF
0.16
PT
53.25 (
O)
PRES
SURE
AVAILABLE
AT NODE 0
AT
56.7 GPM
71.9 PS1
MAXI
MUM
P
RESSUHE UN
BALANCE IN
LOOPS
0.098 4'SI
MAXI
MUM
V
ELOCITY IN
PIPES
18.82 P'PS
: LOBE
~ ,FIRE SPRINKLER
CORPORATION
BESIDENTIAL
AvroNr.9rx SPxnvxLERs
MODEL J BULB SPRAY SERIES
PEivnEv7'
BECESSED PENDENT
DESCRIPTION AND OPERATION
The Globe Model J Residential Sprinkler is a low profile yet
durable design which utilizes a 3mm frangible glass ampule as
the thermosensitive element. It features both economy and
:3ad~nr<
aesthetics.
The combination of the 3mm frangible glass ampule and
'
specially designed deflector make the Model J Residential Sprinkfer
the ultimate in life safety and fire control. The Globe Pendent and
Recessed Pendent Model J Residential Sprinklers have met the
strict requirements ot Underwriters Laboratories Inc. as described
in the UL Standard for Residential Sprinklers for Fire Protection
RESIDENTIAL
Service, UL 1626, and should be used accordingly.
PENDENT
The heart of Globe's Model J sprinkler proven actuating assembly
is a hermetically sealed frangible glass ampule that contains a
~
precisely measured amount of fluid. When heat is absorbed
the
,
liquid within the bulb expands increasing the internal pressure. At
the prescribed temperature the internal pressure within the
ampule exceeds the strength of the glass causing the glass to
shatter. This results in water discharge which is distributed in a
pattern dependent upon deflector style used.
TECHNICAL DATA
RESIDENTIAL
See reverse side for Approvals and Specifications.
RECESSED PENDENT
Temperature Ratings - 1550F (680C).
Water Working Pressure Rating - 175 psi (1207 kPa).
Factory tested hydrostatically to 500 psi (3448 kPa).
Maximum low temperature glass bulb rating is -671F (-551C).
Frame - bronze Deflector - bress Screw - brass
Bulb seat - copper Spring - nickel alloy Seal - teflon
Bulb - glass with glycerin solution, 3mm
SPRINKLER TF.MPERATURE RATIlVG/CLASSIF7CAT/ON ond COLOR CODING
CIASSIflCAT10N
AVAILABLE
SPRINKLER TEMPERATURES
BUlB
COLOR
FRAME
COLOR
N.F.P.A. MAXIMUM
CEILING TEMPERATURE
ORDINAHY
155°F 68°C
RED
t
UNCOLORED
100°F 3g^C•
4077 AIR PARK DRIVE, P.O. BOX 796, STANDISH. MICHIGAN 48658
517-846-4583 • FAX 517-846-9231
AUGUST 1990 BULLETIN ASB-RES-1
RESIDENT7AL
AUTOMATIC $PRINKLERS
MODEL J BULB SPRAY SERIES
PENDENT • AECESSED PENDENT
SPECIFICA770NS
ORIFICE SIZE
NOMINAL "K" FACTOR
THREAD SIZE
LENGTH
fINISMES
Factory Bronze
Bright Brass Plated
'Satin Chrome
7/18" (12.5 mm)
4.2 (59 metric)
1/2" NPT
2 1/4"
BriaM Chrome
~ - Arlhite Pol
ac lyester
Lead Coated
NOTE: - METRIC CONVERSIONS AflE APPROXIMATE.
APPROVALS
'flNISHES AVPJLABLE ON SPECWL OHDFA.
N.Y.C. B.S. & A.
ORIFICE
168°F
V~
CALENDAR NUMBER
SRE
68°C
840-80-SA
PENDENT
7/18"
X
X
PENDtNG
RECESSED PENDENT
7/16"
X
X
PENDING
RESIDENT7AL INSTALLATION DATA
PENDENT SPRINKLER
MAXIMUM AREA
MINIMUM WATER DISCHARGE & PRESSURES NEEDED
OF COVERAGE
SINGLE SPRINKLER
7W0 SPRINKLERS
14' X 14'
20 G.P.M. - 22.7 P.S.I.
14 G.P.M. - 11.1 P.S.I. (EACM)
16' X 18'
20 G.P.M. - 22.7 P.S.I.
14 G.P.M. - 17.7 P.S.I. IEACMI
RECESSED PENDENT SPRINKLER
14' X 14'
18 G.P.M. - 18.4 P.S.1.
13 G.P.M. - 9.8 P.S.I. (EACH)
78' X 16'
78 G.P.M. - 18.4 P.S.I.
13 G.P.M. - 9.8 P.S.1.(EACFI)
CROSS SEC770N
~ a ~vu• vu ~
I-i zs.x~ vu-!
x~
cenwc
~ cv
~ .
ORDERING INFORMA770N
SPEClFV
Quantiry Madel Number Style
Orifice Tempereture Finishesdesired
Quantin/ - Madel J Wrenches
Quantity - Model J Recessed Wrenches
GLOBE PRODUCT WARRANIY
' ~14 1/Y
I L~• M~.
RECESSED PENDENT
:
LOBE
;
:
,
FIRE SPRINKLER
CORPORATION
Glabe agrees to repair a replece any of its own
manufactured products found to be defective in material
a warkmanship fa a period of one year from date of
shipmenc
For specific details of our warranty please refer to
Price Ust Terms and Conditions of Sale (Our Price Lisq.
4077 AIR PARK DRNE, P.O. BOX 796. STANDISH, MICHIGAN 48658
517-846-4583 FAX 517-846-9231 J
AUGUST 1990 PRINTED U.SA BULLETIN ASB-RES-1
~
SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS
MILWAUKEE VALVE COMPANY
SPEGIFICATIONS FOR SLOW GLOSE
~
SLOW CLOSE BUTTERBALL
VALVE ASSEMBLlES
PATENTED
SUPERVISORY TAMPER SWITCH
KITS AND BUILT IN ASSEMBLlES
PATENTED
1. Provides slow opening and closing properties in a
quarter-turn valve. The purpose is to eliminate
hydraulic shock and water hammer in fire protec-
tion and other liquid systems.
2. Economically replaces cumbersome O.S.B Y. gate
valves.
3. Compact, lightweight manual operator has scotch
yoke design & visual position indicator. Close cou-
pled for positive direct drive
4. Available with or without a built-in supervisory tam-
per switch.
5. UL/FM rated at 175 psi. Also available at 350 psi
with NY.C. B.S.A. approval.
~ . J.
APProved ~L Listed
,
For use wrth fire protec[ion sprinkler sys[ems. 175 psi.
Approvetl by the New York Ciry °oard of Stds. 8 Appeals under
Calentlar No. 996-81-SM, for both 175 and 350 psi.
1. Available factory assembled or as a separate kit
for field assembly.
2. When mounted on the 88•SC100 Slow Close
valves and wired up, the switch signais any move-
ment of the valve disc from the full open position.
It also signals any tampering with the switch.
3. Supervisory control is available with either one or
two S.P.D.T. prewired micro switch(es).
4. Switch Rating:
10Amps/115VAC-60H2
0.5 Amps/28 VDC
5. Wire leads are 24" long. Consult factory for spe-
cial lengths.
6. See back page of this spec sheet for installation
instructions. 0,
MODEL
DESCRIPTION
SIZES
BB-SC100
Valve Less Switch
UL/FM
i„ I ,Al, 1 /Z„
88-SCS01
w/single circuit switch
175 psi - Threaded Ends NYC BSA
212
BB-SCS02
w/two circuit swrtch
Approved
BBVSC100
Valve Less Switch
Ul/FM
BBVSCSOt
w/single circuit switch
175 psi - Grooved Ends NYC BSA
2", 2A"
BBVSCS02
w/two circuit switch
Approved
BBHSC100
Valve Less Switch
NYC BSA
1A"
1'h"
1"
BBHSCS01
w/single circuit switch
350 psi - Threaded Ends Approved
,
,
,
211. 2'h"
BBHSCS02
w/two circuit switch
BVHSC100
Valve Less Switch
NYC BSA
"
BVHSCS01
w/single circuit switch
350 psi - Grooved Ends Approved
2' zA
BVHSCS02
wttwo circuit switch
BB-SCKO1
Supervisory Tamper Switch - Single Circuit
Fits All Valves
BB-SCK02
Supervisory Tamper Switch - Two Circuits
Fits All Valves
MILWAUKEE VALVE COMPANY
2375 South Burrell Street Milwaukee. Wisconsin 53207
Valve3 built to taks it...sinee 1901
otterball B U TT E R F LY VA LV ES
~
VALVES LESS TAMPER SWITCH
IM
VALVES WITH BUILT.IN TAMPER WITCH
GROOVED ENDS
BBVSCS01 (Single Circuit Switch)
BBVSCS02 (Tinro Circuit Switch)
1.
*J
DIMENSIONS - INCHES
SRE
1
11/4
1 Y:
2
2'4
A
2'/a
25/e
27/8
31/4
41!e
B
51'1e
5 1a/az
5 z1laz
6'/e
6 3/s
Ci
1 9/i6
1 'Sj
18
2 3J16
2 3/a
3 5/18
D
1 23/s2
Z'/e
Z 3/a
316e
37/2
E
-
-
-
,si,s
,si,s
F
-
-
-
'/e
s/A
G
-
-
-
q TiZ
y y2
H
-
-
-
Z 3/a
2 '/e
W
13/16
1 1l4
1 tlZ
1 71 16
'z t/4
L„
2.25'
2.50'
3.25'
4.5'
10.0'
MATERIAL LIST
NO.
PART
TERIAL
SPECIFICATION
1
Indicator
red Iron
FOOOSP
2
Housing
nze
ASTM 584
3
Body
Bronze
ASTM 584
4
Handle
E
l. Iron or Brass
5
Disc.
n. Stl. Type 30a
6
Disc Seal
n` Elasromer
Switch Housin
Cast Aluminum
'Fegisutrea E.1 DuPOnt Trademark
W- is the wrench make-up leng[h. L. - is flow resis[ance expressed in equivalen[ leng[h of schedule 40 pipe.
MILWAUKEE VALVE COMPANY
2375 South Burrell Street Milwaukee, Wisconsin 53207
ValveE built lo take it...sinee 1901
BB-SC100 (Threaded Ends)
BBVSC100 (Grooved Ends)
THREADED ENDS
BB-SCSO1 (Single Circuit Switch)
BB-SCS02 (Two Circuit Switch)
VALVE AND TAMPER SWITCH INSTALLATION
INSTALLATION - USA
A. The BBSC can be installed in any orientation in a
piping system using standard National Pipe
Threads. Wrench should be used to hex on the
end ot valve being threaded to pipe. Pipe sealants
shouid be used sparingly.
B. The BB-SCKO1 or 66•SCK02 switch can be easily
mounted on the valve in the field. (See special
installation instruction sheet provided with every
switch kit.)
C. Make etectrical connections in accordance with
local codes.
INSTALLATION - (For Undervuriters Laboratories
OF CANADA)
A. Installation must provide upright orientation of
valve.
B. Electrical connections as follows: "Bonding and
grounding to be in compliance with the
requirements of the Canadian Electrical Code
Part 1:"
C. Conduit: The insertion depth of the threaded
conduit must no[ exceed 1/8" into the supervisory
switch housing, and the threaded conduit must fit
tightly onto the swvitch.
INSTALLATION FOR NEW YORK C1TY VALVES
N.Y.C. special valves have a large Flow Indicaror
which points in the direction of the valve disc,
i indicating open or closed. The valve should be
installed in a position where the indicaror is readily
visible.
B&SC WITHOUT A TAMPEFi SWITCH
BB-SCS WITH INTEGRAL TAMPER SWITCH
NOTE: DETAILED INSTALL.ATION INSTRUCTION
SHEETS ARE PROVIDED WITH EACH VALVE.
WIRING DIAGRAM
Black
Red
White
SWITCH POSITION WITH VALVE FUIL OPEN
TO CHANGE WIFING FROM NORMAL OPEN TO NORMAI
CLOSED, REVERSE RED ANO BLACK.
SUPERVISORY 'h" ELECTRICAL
TAMPER CONDUIT
SWITCH
UL LISTED
JUNCTION BOX
"
~
MILWAUKEE VALVE COMPANY
Valves built to take it since 1901
2375 South Burrell Street • Milwaukee, Wisconsin 53207-1519
Telephone: Area Code 414/744-5240 • Telex 2-69437 • Fax No. (414) 7445840 1012
SILYER BULLET 2000ss
Douhle fhedc Backflow Prevenfion Assem6F/
111111111321111111111a
Pwuides posilive dripiight
dSUre against ft reverse
bw aF nanyotable liquids
mused hy a cross connection.
QIBCk YOIV85 Olld SMIP, 0{f
viuas (with tmt caks) are
m integml pmt of the main
6ody. Smndard feahues
indude:
. Noncarosive 300
Series stainless sted
bodY ~
• COIIF~IMfB
~1,1,'y C~OSU fOf lOW95f
flow Iosses in indushy
. 8ag+n dhutaff vahre
e6minmes leaks (3/4'2")
. Single bdt o-ong
sealed stainlen steel
auess crner for easy
.y SBIYICII19(3/4'2')
. Single hvo-6oh gromred
' sryle cover for qui[k and
eary accros and servidng
' (21/2"fi")
; . Tempemwre mred ro
110° F
.175 P51 roted working
mmre
. 8uit m USCFCCCHR
reqUirements
. Haimmal ar vetlical
imtallation
ArlROYLS
Vmious approvah from the
faHowin oryanizntians'
ss~, usc,
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144
126
14.0
128 1
7.0
Prmin (PSD
Prevn Loa (PSO
Prmun lns (P56
N
y„j N a
3~ 3~
O O N 6
~
N
N W M =
W= OM O~~ CP ~O
8 Q Y O N
M
3~ ~S ~N
L O !V
~
N WYO ~
31
~ 3iM Wf:J
ai'I WO SZ 31~ 'SM
W1:J
~ WO
20 29 35 4.6 4.6
51 200
24 4.0 4.8 5.0 TS
20 91 9.0
50 129 3.2 4.9 4.6
25 900
13 4.0 5.0 5.0 21
50 7.0 8.9
80 i 20 7.1 5.2 SA
~ 20 600
1.8 4.1 59 SA 21
80 7.1 9.0
120 127 4.2 6.3 5.9
4.0 800
17 45 6.0 6,0 26
120 75 9.7
160 0 7.3 8.1 &7
1.2 1000
1.3 5.0 7.7 7.0 3.6
iW 9.0115
200 6.U 115 NA NA
10.5 IYW
Sb 6.0 10.0 8.3 5.0
200 IQ@.. 15.0
Specifications
Regional Warehouses:
Maximum Waking Preswre
115 PSI
18 Rahst Ct., Sacmumu, N107876
HydmsNfic Pteswre
350 PSI
201.584.7432
TempeMUre Range
32° F to 110° F
10930 Swirnr Ave., Odlas,lX 75238
sia.3aa.mz
FkiW
Water
120$ Industry Rd., Odmda, FL 32750
Valve Body
300 Saries s/s
407.834.4667
Springs
300 Series s/s
626 Plemam, Mmgo, IL 60131
Elmiamers
EPDM
1a8.469
.3930
End Cannectio~ 3/4"•2'
Threaded ANSI 82.1 915 Geekview, San Mronio, IX T8219
512.333.9411
Flanged Oimemions 21/2*-6'
AWWA CI. D Flg.
614 Elfatt, Seank, WA 98119
20E.284.3141
21718 S. Nameda, long 8eadh, (A 908
10
113.513.1181
6255 Dexfer ST, Oemer. Co 80037
Mmu(aNred in Mrerica
303.286.8400
PrOSSIre IM (PSI)
Ws
O L
~n
tP
N
~
~M
3
M
M~p
O
p
Y
M
w
y 9
n
6O
I
=
~M
SW
P
N
s f.6'J
1,
~ft
i<
i
9.
3N
10.8
10.1
10.5
200
5.0
9.2
10.1
10.8
105
IIA
IOS
7.5
400
4.1
9.8
10.5
101
5.5
11.8
11.0
6.0
hW
11
10.3
10.7
10.7
45
121
111
6.0
800
64
11.0
11.9
11.1
4.5
i
14A
14.5
BS
1000
BD.
120
110 ~
120
14.8
XA
NA
14.1
IYW
1f.6:..
126
15.0 I
13S
15.0
Por mwe informatian contacf yarc nearest
Ames RepreseMative or Ames Company Inc.:
AMES D
Amos Conpany, Inc
1485 Tadam Avenue P.O. Box 1387
Waadlud, CalAadn 95695
916.666.2493
FAX916.666.3911 scts/vi nomeoa.uze
YO. PTS-B
ePOTTER FM PLUG TYPE SWITCH
(800) 325-3936 / (314) 878-4321 ~rreorco
Potter Electric Signal Company 2081 Craig Rd I PO Boz 28480 I St Louis, MO 63146 / TWX. 9107640909
The Modei PTS-B is designed to supervise a
sprinkler system gate valves. This unit is particularly
useful for unusual conditions such as non-rising
stem valves, or valves in pits subject to flooding.
Turning the valve wheel will pull the plug out of
the receptacle. The plug cannot be reinserted after
operation until the cover is removed with
special key provided. Cover tamper is provided.
CONTACTS
S. P. S. T. Normally closed when plug is in
receptacie. Contacts rated 250 Ma 28 VDC/AC.
The PTS-B is NOT available with normally open
CHARACTERISTICS
U.L. LISTED & F.M. APPROVED
DIMENSIONS: 525'L x 2.63'W x 2'D w/Bracket 8'L
133cm L x 6Jcm W z 5.1 cm D wBracket 20.3 cm L
WEIGHT: 2 LB. .91 KG.
ENCLOSURE: Cast Aluminum
Finish: Red Wrinkle Enamel
TAMPER: Activated By Cover Removal
ELECTRICAL RATINGS: 250 MA 0 28VDC/nC
CABLE: 2 Wire, 18 Ga. Waterproof - Approx. 8 Ft Long
contacts.
INSTALLATION the plug. This forms a normally closed single
The receptacle housing is mounted on the pit wall circuit loop when the plug is inserted into the
near the top of the pit. With the valve in the full receptacle. The cover tamper switch can be series
OPEN position, the approximate 8' of waterproof wired into this loop or can be wired in[o a separate
wire provided, can be cut to the desired length and normally dosed protection circuit. (See wiring
looped through the valve wheel and terminated in diagrams)
COVER TAMPER IN SERIES WITH PROTECTIVE CIRCUIT SEPARATE COVER TAMPER CIRCUIT
PTS-8
PTS-B f---------~
r nCOVCR i1MICR ~ COVFN i~MIER ~
]L ~NG ~ OY ~ry[ 1
Ca~txo I>Lua wx[E~ TAMPER- i ~ o. ~
CINCUIT
I I wLve
veo*ecnve- ~ "Fi ~ w.~caPwoo' n.c. .~~c w.cu
qRCUiT I ~ I I cna.e VALVE
N.Q ~ - ~
` _ _ _ _ _ _ _ _ J CIflCUIT ~ 4 I
N.C. J m": c
T4MPER
SWRCH
0:„wvs
P
13f/3]OV~C • e NOTE$.
I. R[ ]UII[ VFLV[ If fYll 0[(1l 99l011F 11[ST0111X0 ITS-..
i. OIIL35 'Y111C5 10 OUTfID[ [UY! OI NOVSINY 30 A9 XOT TO
NCQQ QCOM Ixl(nI[~[ YI1M1 OV[111OC111100.
PRINTED W USA
6-85
5400701-10A
BULLETIN 701 1 OF 1
ExtinguishSure8
Fire Sprinkler
Piping System
kn wet fire sprinkler systems, plastia are
quidcly becoming recogn¢ed for their many
advantages over such traditional piping
ma0erials as black iron, steel and copper.
Ldce all plastics, R 8 G Sloane
ExfinguishSured piping systems are
fghtweight and inhereMty resistant M corta-
sian and scale buildup. However,
Ex6nguishSureO also offers many other
benefits such u easier installation, a rgid
system and better hydraulic capabilities. All
of these facrors make R& G Sloane
EdinguishSures tire sprinkler piping superi-
a to tradiGOnal metallic piping installations.
The economia of Ex6nguishSure,& piping
INfers a unique opportuniry ro expand the
use of fire sprinkler systems as a cost effec-
tive means of fire suppression.
Made with
BFGoodrich
Biazemaster8
Materials
Plastic compounds used in R& G Sloane's
fire sprinkler piping systems are speaalty
thertnoplastics, known chemically as
postchlorinated potyvinyl chladde (CPVC).
Since their irrtroduction in 1960, products
moided of these resins have had an out-
standing service history in applications
such as industrial piping and hot-and-cold
water distribution systems. Now R& G
Sloane, warking with BFGoadrich, has
used that experience to develop a piping
system with a compound called
Blazemaster@. Bath ExtinguishSure@ pipe
and fittings are made of BFGaodrich
Blazemaster@ matenal.
Developed
Specifically for
Fire Sprinklers
R& G SWane introduced ExtinguishSureO
fire sprinkler piping systems after a long
and careful study of fire sprinkler engineer-
ing requirements. ExGnguishSures con-
sists of readily available pipe and fittings,
specifically designed to meet fire sprinkler
system codes.
R& 6 Sloane EntinguishSureO fire sprink-
ler pipe and fimngs are manufactured to
ASTM standards iricluding F442 (pipe),
F438 (Schedule 40 fittings) and F439
(Schedule SO fimngs).
Fast, Easy, Low
Cost Installation
R& G Sloane ExtinguishSures fire sprinkler
piping systems offer significant lahor savings
ro fire spnnkler contractors. The savings are
signficarn since the labor ro install piping is
usually 50% or more of the cost of a system.
By redudng total cosis, fire spnnkler systems
become rtwre affordable.
Superior Water
Delivery
R& G Sloane ExtinguishSures fire sprinkler
piping systems' superiar hydraulic charac-
teristics otten permit design specificadons
tor water delivery to be met with smaller
diameter pipe and tit6ngs ihan traditi~onal
systems. For example, in marry installa-
6ons, it is possible ta meet speafications
using 3/4 inch or 1 inch ExtinguishSurelt
pipe in place of 1 inch or 1 va inch bladc iron
pipe. The savings in materials atone can be
substantial and result in a more economical
and affordable installation.
Lower Friction Loss
R 8 G Sloane ExtinguishSuree (SDR 13.5)
has been specially designed to provide
lower ficuon loss for fire sprinkler piping
systems. The pipe has a Hazen•Williams C
Factor (a measure of resistance of the sur-
face to water flow) of 150. No other fire
sprinkler material has a higher C Factor.
And the higher the C Factor, the lower the
fictian lass.
HroRnuucEFFIciQVCYOF
ExtlnguishSures SDR 13S' COMPAFlED
TOOTHER MATEFIALS
(3/4" to 2" average)
ExtinguishSuW SDR 13.5
100%
Steel Sehedule 40
~ 63%
CoPPer TYPB M
- 769'0
Polybutylane IPS SDR 11
7e%
•stanmie emwnbn iaoo (soR) fs m. rwmreno a aMa
dwroW mYMN tdd~
Full-bore Joints ~
The solveM cemented joints in the R& G
Sloane ExtinguishSureO fire sprinkler pip-
ing systems are full bore with na imertup-
fion of water flow. This fact, abng with larg-
er intemal diameter and lower friction loss,
make it possible to provide appropriate
water delivery more economically with
smaller diameter piping systems.
Ex6nguishSures pipe has thinner walls and
larger intemal diameters than compe66ve
materials in popular pipe sizes. This is due to
iLs superior pressure capabiliry and unique
wlventcemeM assemhty. The thinner walled
Ex6rguishSureB SDR 13.5 pipe as shrnnm in
ihe fplbwing chart is rated at 175 psi in
accordance wBh UL test aiteria
J
~
V
i
ExtlnguishSureO PIPING SYSTEMS - SDR
13.5 DIAMETERS AND WEIGHTS PER Ff.
Nominal Size
O.D.
Average I.D.
WgtJFt.
3/4•
,.oso
sea
.,se
t'
1.315
1.109
.262
ivr
1.660
1.400
aie
1 vr
1.900
1.602
sae
2'
2.375
2.003
859
21/2"
2.875
2.423
7.257
3'
3.500
2.951
1.867
No Complicated,
Expensive Toofs
R& G Sloane EztinguishSures pipe cuts
easily with a saw or tubing cutter. A simple
chamfering tool removes burrs and pre-
pares the pipe for joining. Then, all that's
required for joining is ExtinguishSured
Primer and Cemem applied with a dauber.
Unlike metal pipe, no electrical power is
required at the instatlation for expensive
pipe-cutting, reaming and threading tools.
Nor are there any hot toots or tarches
needed that are potential sources of injury.
A Rigid System
With Bendability
Because the R& G Sbane Ex6nguishSureO
system is rigid, an aesmeNcally pleasing
appearance and a straight system are sim-
ple to achieve. Fewer hangers are required
than with flexible plastic systems.
ExtlnguishSureO, unlike metal systems, has
enough 8exability to be shaped around
obstades in marry installations, thus saving
the need to redesgn on ihe job.
PERMISSIBLE BENDING DERECTIONS
SDR 13.5 AT 730F (One end restrained)
Pipe
LergN ol Run (L) in feet
Size
2 5 7 70 72
15 7 20
Pipe
Delkc
tlon in
Indres
1h
1.3
7.8
15.4
31.3
45.1
70.5
90.8
125.6
1
1.0
8.3
12.3
25.0
36.0
56.3
72.3
100.1
1'A
0.8
5.0
9.7
19.8
28.5
44.6
57.3
79.3
11/2
0.7
d.3
B.5
17.3
2d.9
39.0
50.1
89.3
2
0.6
3S
6.8
13.9
20.0
31.2
40.0
55.4
21/2
0.5
2.9
5.6
11.6
16.5
25.8
33.1
45.8
3
0.4
2.4
4.6
9.4
13.5
21.2
27.2
37.6
Lighter Weight
Than Metal
The IigM weight of R& G Slaane
ExHnguishSured piping system makes it
easier to handle and instatl. Stcel pipe
weighs up ta 6 times more per foot and
copper can be twice as heavy.
Complete
Corrosion and
Scale Resistance
R& G Slaane ExGnguishSure,& plasuc pip-
ing systems will not cortode and are
extremely resistaM to scale buildup, which
helps maintain superior water delivery capa-
bility ten, tweMy, even thirry years from
insfallation. Systems need not be overde-
signed to wmpensate for anNapated future
deterioration.
Fast, Simple
Joining System
~
Simple, solvem-cemerrted joints are used ta
assemble R 8 G Sbane ExunguishSureB
piping systems. This procedure has proven
reliable in residerMal and industrial piping
systems for over thirry years. JoiMS can
quidcly and easily be made on a ladder or
scaffoW by one person with no speaal
tools. Quidc cure time per joiM means shart
waits before pressure testing. Instatlers can
be quickly trained to make attractive, solid,
leak-free joinis. Since on the job insfallation
is simplified, fab-shop operations can be
reduced or eliminated.
'See installation insfructlons for hanger support and cure time instructlons.
Five Simple Steps to
Leak-Free Joints''
The toois required tor installing
ExtinguishSured fire spnnkler systems are
few, readily available and ineupensive.
Larger Internal
Diameters
Cut Ppe wiMa handsaw antl miter hw, a mechanical
saw w a Wbe amer desigred fa plastlc.
Chamfer pipe end M reimw qurs a raised bead and
ro bevel era rn pne slignuy.
Dissalve imide wcket wrlate of fi1Bng and outside
surtxe of ppe b deqh d fi16ng sacNet wiN liberal
coat of FxunguishSurem Pnmer.
6ow, insde socNet d MM ana meae surtace af
CNB n°=,l 11" soawwwnErugdsnsurem
insert pipe inlo filtirig ro halbm d sodket gmng pipa
a onequarter Nm and hdd jaNp uiY cament sets (30
seconds). Nlpe dt mucess cemenl.
A Complete Line
of Pipe and
Fittings for Wet
Sprinkler Systems
The R& G Sbane ExtinguishSureD fire
sprinkler piping system includes all the
parts needed for any instatlation: pipe in
SDR 13.5 dimensions hom 3/4" to 3"and a
complete range of fitdngs in the same
s¢es, induding tees, 451 and 900 ells,
reducer bushings, spnnkler head adapters,
caps and other coMigurations. All fittings
are size-on-size, that is a 1' tee is 1' x 1" x
1'. Reducer bushings eliminate the need
for extensive inventodes of special parts
and reduc0on configuratians.
Threaded
Connectors for
All Standard
Sprinkler Heads
A special brass threaded wnnector is pra
vided to permR the connection of any sprin-
kler head ta the pipirg system. The con-
nector is simply solvent-cemented in place
and the sprinkler head is screwed on.
Adjustable spnnkler head adapters are alsa
available. These 1' or 3' adjustable
adapters eliminate the need ta recut drops
when the ceiling is not flush with sprinkler
esatcheon plates. Just saew the adapter
up M the ceiling, under pressure, after ceil-
ing installati~on.
10 Year Warranty
R& G Sloane warrants its ExtinguishSuree
fire sprinkler system against failure due to
original defects in materials and workman-
ship for 10 years from the date of the arigi-
nal installation. The warranry and crondi-
tions thereof are defined in a Warranty
CerAficate presented to thebuilding owner
at the time the insiallatlon is crompleted.
R & G Sloane...
Your Best Source
for Fire Sprinkler
Piping Systems
R& G Sloane's consistency, qualiry,
dependability and service have made the
company the leading thermoplastic piping
system manufacturer in the United Statea.
High-qualiry products, with pipe and fittings
ham one source, ensure that the system
will fit together properly.
Excellent availabiliry is affered from R& G
Slaane's East and West Coast plants
equipped with high-valume, state-of-the-art
extruding and maiding equipment. Lacal
stocks are offered by selected stacking dis-
fibutors.
R& G Sloane Feld Sales Engineers, locat-
ed natiomxide, help contractors with spea-
fication, design, installa8on training certifi•
cation and follow-up.
Code Approvals
ExfinguishSurem fire sprinkler piping sys-
tem is UndervvMers Laboratories (UL)
Listed for LigM Hazard (NFPA 13),
Residen6al (NFPA 130 and 13R) and for
use in Retum Air Plenums as defined in
NFPA 90A. An expanded Ul Listlng has
raised the maximum ambient temperature
from 120°F ro 1500F. Previously approved
for concealment behind a wali or acoustical
ceiling panels, ExtinguishSurem may now
be used in exposed applicatlons below
smooth, flat, horizomal ceilings as long as
it is installed with quidc-response sprinkler
heads that have deHecrors with 1' to S' of
the ceiling. Listed residentlal sprinklers
may also be used if they are installed in
accordance with their listing.
Factory, Customer Service Center and
General OHiee, Los Angela
7660 N. Clyboum Avenue
Sun Valley, Califomia 91352
(818) 767-4726 • (800) 423-2686
FBAX)5 232-706 (818) 7671'177 A only)
Factory and Sales Ottice, CtevNand
6100 Hillcrest Drive
Cteveland, Ohio 44125
(216) 524-8600 • (800) 321-9303
CABLE: GSR FITfING ' :
rPR7 ~ UL usrEo
FatirguishSure' is a registereE tratlemaik of R8G Sbane
~
r
J
lITHO IN USA 70I90 . TM. EX-3-90
sURE - r]UESr]U
~
.
~
j
~
,
INSPECTORS TEST & DRAIN VALVE
U.S. & CANADIAN PATENTS
FEATURES:
L=
• POSITIVE POSITIONING OF HANDLE FOR
OFF, TEST, OR DRAIN.
• ONLY 2 THREADED CONNECTIONS.
• INTEGRAL SIGHT GLASS.
• MAY BE INSTALLED HORIZONTAL OR IN
VERTICAL POSITION.
• FURNISHED WITH 1/2" (NOMINAL) TEST ORFICE.
• AVAILABLE IN 1" OR 1- 114" N.P.T.
• UL LISTED FM APPROVED
• ULC APPROVED
• N.Y.C. BD. OF S8cA CAL. NO. 433-88-SM
Q
Y
w
w
v
1 175 PSI
G ~ FLOW
~
TAKE-OUT
'B'
~ TLT]Ft-'~'
E3 rlU
'MADE IN THE
U.S.A.'
INC.
G/J INNOVATIONS
~
P.O. BOX 4687
Ei, FIARIDA sso14 (
ffiALg~►
so5) 821-56b4
a-ro
VALVE
TAKE
A
B
C
WEIGHT
SIZE
OUT
~ 1"
4.5"
2.75"
7.625"
4"
4.8 Ibs.
1 1/4"
5.5"
3.37"
8.25"
5"
8.8 Ibs.
~T
,
✓
~
(R)POTTER VSR-SF
VANE TYPE WATERFLOW
~ FOR SMALL PIPE SWITCti WITH RETARD
_ Potter Electdc Signal Company Potter Eiectric Signal & Mfg. LTD
2081 Craig Rd.,lP.O. Box 28480 1967 Lealie Street
St. Lou1s, Mo. 63146 Don Milla, Ontario, Canada M382M3
(314We-a321 i (eoo)325-as36 (416)441-1833
C,
STK. N0.1113000
U.S. PAT. NO. 3921989, CANAOIAN PAT. NO. 1009660
OTHER PATENTS PENDING.
uL a uLc usTEn
Servla Prassuro: Up to 250 PSI
Minlmum Flow Rata tor Alarm: 10 GPM
Maxlmum Surga: 18 FPS
Enclown: Cast Aluminum, red enamal finish.
Cover held in place wRh tamper resistant screws.
Contad Ratings: Two sets of S.P.D.T. (Fortn C)
10 Amp. @ 125/250 V. AC
2 Amp. @ 0-30V. DC
Conduk EMrancos: Two openings for 1/2' conduit.
Usege: Listed Plastic, Copper and Schedule 40 Iron Pfpe.
Frts pipe s¢es - t•, t V.', & 1 Yz
Note: 8 paddles are tumished with each unit, one
for each pipe size W threaded or sweat TEE, one for
CPVC, and one for polyburylene.
Envlronmental Limkatlons: 40° F/120° F
4.5° C/49° C
Cautlon: This device is not intended for applications in
explosive environments.
Sarvia Use:
Automatlc Sprinkler NFPA-13
One or Two Family DwelBng NFPA-13D
Residential Occupancy up to 4 Stories NFPA-13R
Cerrtral Statlon NFPA-71
Local NFPA-72A
Auxiliary NFPA-728
Remote Station NFPA-72C
Propnetary NFPA-720
Optional: Cover Tamper SwRch , order Stk. No. 0090018
Kk for Outdoor Use: Order Stk. No. 1940036
The Model VSR-SF is a vane type waterfbw switch for use
on wet sprinkler systems that use 1", 1 1/4", or 1 1/2" pipe
size. The unit may also be used as a sectional waterflow
detector on large systems.
The unit corrtains two singlepole double throw snap action
switches arul an adjustable pneumatic retard. The
switches are actuated when a flow of 10 galbnsper mirnite
or more occurs downstream of the device. The fl~w condi-
tion must exist tor a period of time necessary to overcome
the selected retard period.
INSTALLATION: These devices may be mounted in a
horimrrtal or vertical pipe. On horizoMal pipe they should
be installed on thetop side of the pipe where they wdl be ac-
cessible. The units should not be installed within 6" of a
valve, drain or fitting which changes the direction of the
waterflow. Theunithasal"NPTbushingforthreadingirrto
a non corrosive "TEE". See figure 2 for proper "TEE" size,
type and installation.
Screw the device into the "TEE" fitting as shown in Fg. 2.
Care must be taken to properly orient the device for the
direction of waterflow.
The vane must not rub the inside of the "TEE" or bind in any
way. Thestemshouldmove(reelywhenoperatedbyhand.
The device can alsa be used in copper or plastic pipe
installatians with the proper adapters so that the specified
'TEE" fitting may be installed on the pipe run.
TESTING: Checlc the operation of the unit by opening the
"Inspectan Test Valve" atthe end ofthe sprinklerline orthe
drain and test connection, if an Inspectors Test Valve is not
provided.
If there are ra provisions for testing the operation of the
tlow detection device on the system, application of the
VSR-SF is not recommended or advisable
CAUTION: There are 8 paddles fumished with each unR. These paddles have raised lettering that shows the pipe
saeandtypeof'TEE"thattheyaretobeusedwith. TheproperpaddleIDUSibeused. Thescrewthatholdsthepaddfe
must be securely tigMened.
~ PXINTED W USA A072 802-0 PAGE 1 OF 2
(R)POTTER VSR-SF
VANE TYPE WATERFLOW
POFi SMALL PIPE SWITCH WITH RETARD _
FiG.1
IIFfAIID AOJYf711ENRN
C1MN11E TIME T1RN KNOB
OERNER OIiiECiIOM rOR
OE4WED TIME DELAV. USE
THi IItl11141M AMOUNT OF
irrwa NEcesau+r ro
PqcVEqTFAL9E ALARM&
A'B' 9ET1RII318U8UALLY
AOSMWTEFORTVII& FAG
70RY 96TAT'B'.
DVIO. s 6100777a1
71EilE AfiE B PADOLE9 FUR-
Itll60 WITM EACH UNIT. ONE
FonECH sM oFn+aenoEO,
swEAr on ru4TC -TEe As
OEBCAIBFA IN Fq. 2 rne
PppPER PADDLE MUBT BE
tqED. THE PROOIE MU9T BE
PiIOPERIV ATTACNED (SEE
GN11MN1fi THIB FW.) AND THE
SCPEW iYIAT XOtDB TNE
VIIODLE M118T Bfi SECUPELY
1qM1ENED.
00 NOT IEAVE COVER
OFF FOR E%TENDED
PERqD OG TWE
O
YOUNT90
MiIOW ON
ousmwo
r
POWT9IN
DIiIECTqNOF
WATEFiFLOW
r wr
L
nu+EAom
FITTwOOH
ALL 9IZES
OWECTIONOF
WATERFLOW
FUNOFTVIE
7EE MAY BE
~
TiREAOm OR
~
9WEATTYPE
D\VlL 0 6100802-37
0 A B C C E
0 l0if 10M 71-66 5470 047
FIG. 3 SWITCX TERMiNAL CONNECTIONS
CLAMPIN6 PLATE TERMINAL
~
G
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FiG. 2
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TAKB/ TO PPOPEPLY ORIENTAIEiHE OEVICE WRTIIEDIRECTIONOF7Fff WA7EFi•
ROW.
\ DEPTFI /
__1__
Ow6 s 64007763~
~ ~~~lir
niE~TO rne ir+sae earroM ov n+e •rEe sHano HAve rouowinu
DWENSIONB:
APPROX. DEPTM RC-0UHFJAENT
'TFFl13
TNRGOED
9YYBAT
CiAPOLYBYiTLiNE
CPVC
PX1•%Y
21/1C
11Y•
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11N'X11N'%1•
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WA
1117 X1117 %1-
211I1T
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2117
WA
CAUTION
AN UNINSULATED SECTION OF A SINGLE CONDUCTOR IS
NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL
AND SERVE AS TWO SEPARATE CONNECTIONS. THEWIRE
MUST BE SE4EAED TO SERVE AS TWO SEPARATE CON-
NECTIONS, THEREBY PROVIDING SUPERVISION OF THE
CONNECTION IN THE EVENT THAT THE WIRE BECOMES
DISLODGED FROM UNDER TERMINAL
FIG. 4 TYPICAL ELECTRICAL CONNECTIONS
LOCAL BELL
SME B/ CLASS B
TRANSFORMER OR
(ENO OF UNE RESISTOR)
BATTERY POWERED
CKT. (SEE NOTE)
OPEN ON ALARM CLOSE ON
OPEN ON CLOSE ON
END OF
LINE
/1 } AIARM
N.PRM AIARM
RESISTOR
NOIE: FIXi 9UPEAYISEO COF
CURSSEE'9WITCM7ERMWAL
SIGNAUNC OEVICE
SUPERVISED lOOP
CONNECTIONa'DMWYqAND
(SEE NO7E)
CALrT~~~(FKL 31•
NPICPL $WITCH ACTION
fROM
OPEN ON CLOSE ON
i0 AOD'L
~
,'O"CLOSE ON
OPEN ON f
COMROI
p1MM nlAftM
OEVICES
OR RETURN
,
AURM AIMM
pµEL
z
TO CONTROL
DY/Q i&OWlL76
NOTE: The Model VSR-SF has rivo switches, one can be used to operate a central station, proprietary or remote
signaling unit, while the other coMact is used to operate a local audible or visual annunciatcr.
TESTING
n,e Freyuewy a msnng r« n,a mo" vsasF a„d iu as.odamd aowcmw ffwr,+mOrm $ysoem Sna,a ne io aocowenoe
wiN applkable NFPA StaMarES aMfa 11"M autlqdb havtq juNWktlon, brt urWer ra draunsfxKes leas C= bHnantllly.
SAYIIOtl
TO PREVEM LEAKAOE APPIY TERAN TAPE
SEALANTTONALElNNEAU90NLY. 00 NOTU9E
ANY O7HER 7YPE OF lUBNIGWTOF 9E/LLANT.
i
002 PAGE 2 OF 2 A022 PRINTED IN UaA
~
To~cO
INGONYORATiD
C0110NA. CA.IT1/1 "Td3M
FIG. 22
HANGER FOR C.P.V.C. PLASTIC PIPE
SINGLE FASTENER STRAP TYPE
A
-1
i
a
Sise Range - 3/4" thru 2" C.P.V.C. pipe.
Material - Carbon Steel with gaivanized finish G90
govt. spec.
Function - Figure 22 is intended to perform as a
hanger to support only C.P.V.C. piping used in
automatic fire sprinkler systems. The product acts as a
hanger when tab is upward and the fas[ener screw is in
the horizonWl posiHOn.. -
Figure 22 can be ins[alled on the top of a beam, but in
this situation acts as a guide to the piping which is
supported by the beam itself.
Figure 22 is not intended to support C.P.V.C. pipe
from under a Flat horizontal sudace. such as a ceiling.
For this type of installation use the Tolco Figure 23.
Double Fastener Strap Hanger for C.P.V.C. Piping.
Figure 22, when inverted. with the hanger tab
downward, dces not act as a hanger. but can function
as a res[2iner to prevent the upward movement of the
sprinkler head during activa[ion.
Approaals - Underwriters' Laboratories listed to
support fire sprinkler piping. Meets and exceeds the
requirements of N.F.P.A. 13. 13R. and 13D.
Features - Figure 22 incorporates features which
protect the pipe and ease installation. The Flared edge
design° protects C.p.V.C. pipe from any Tough
surFace.
Figure 22 is easily attached to the building structure
using the special hex head self threading screw°°
fumished with the product. It is recommended that
rechargeable electric drills fitted with a hex socket
attachment be used as installation tools. No impact
tools (such as a hammer) or impact fasteners (such as
drive screws or nails) are allowed. Damage has been
known to result from installations using impact type
[ools. No pre drilling of a pilot hole in wood is
required.
Order By - Figure number and C.P.V.C. pipe size.
' - Patent Pending
- Minimum fastener size acceptoble. #12 x 1-114"
hardened hex head self threading screw.
C.P.V.C.
PIPE SIZE
A
B
C
MAX. HANGER
SPACING
(FT.)
FASTENER
HIX HFAD
Slg
LENGTH
APPROX.
WEIGHT
PER 100
3/4
2- 7/16
1- 5/16
1- 3/16
5-1/2
. .
.
5/16
1- 1/4
9
I.
. 2''IIfS6;:
..I-7l1&:
1-3/I6
lz.
rsfIb .
I-I/4
9'...
1-1/4
3- 1/16
1- 5/8
1- 3/16 ,
6 1/2
5/16
1- 1/4
11
.T-S!Z"
3-S/T6,:
td-3f4r
.1-3%lEn
T
S/IG
i2'..
2
3- 3/4
2- 1/8
1- 3/16
S
5/16
1- 1/4
15
REV&D 8/9i
C
I
~
To~cO
INCOXPONATfC
32B conoN•. u. o,o rn.seaa
I
+
y I ~ ~
1
c, I~- 9 ~I~-- e-►I
-O Oc
A
Siae Range - 3/4" thru 2" C.P.V.C. pipe.
Material - Carbon Steel with gaivanized finish G-90 govt.
spec.
Funcfion - The Fig. 23 and Fig. 24 are intended to perform
as a hanger / restrainer to support only C.P.V.C. piping used
in automatic fire spnnkler systems.
Fig. 23 and Fig. 24 can be installed on the top or, on the
bottom of a beam. The Fig. 23 can aLso be installed on the
side of a beam.
The Fig. 23 and Fig. 24 can also function as a restrainer ro
prevent the upward movement of the sprinkler head dunng
activation.
Approvals - Undenuriters' Laboratories listed [o support fire
sprinkler piping. Mee[s and exceeds the requirements of
N.F.P.A. 13. 13R. and 13D.
FIG. 24
HANCaER FOR C.P. V.C. PIASTIC PfPE
DOUBLE FASTENER STRAP TYPE - SIDE MOUNT
c
-4-- A -~I
Features - The fig. 23 and Fig. 24 incorporate features
which protect the pipe and ease installation. The flared edge
design" protects the C.P.V.C. pipe from any rough surface.
The Fig. 23 and Fig. 24 are easily attached to the building
structure using [he two hex head self threading screws"
furnished with the product. It is retommended that
rechargeable electric drills fitted with a hex socket attachment
be used as installation tools. No impact tools (such as a
hammer) or impact fasteners (such as drive screws or nails) are
allowed. Damage has been known to result from installations
using impact type tools. No pre drilling of a pilot hole in wood
is required.
Order By - Figure number and C.P.V.C. pipe size.
° - Patents Pending
Minimum fastener size acceptable. #12 x 1-114"
hardened hex head self threading screw.
A 'B C 'M
AX. HANGER!
FASTENER
APPROX.
C.P.V.C.
SPACING
HIX HEAD
WEIGHT
PIPE SIZE
FIG. 23 FIG. 24 ' FIG. 23 FIG. 24 FIG. 23 FIG. 241
(FT.)
SIZE
IFNGTH
PER 100
3/4
3-1/8 2-5/16i 1-9/16 1-5/32'. 1-3/16 1-3/161
5-1/2 .
5/16
1-1/4
9
. T:
j 3v3%8" r,3x26'r 17UI6[-.
~
. S/16-
1~-I/4
4..
1-1/4
4 3/16 3 2 3/32 1 1/2 1 3/16 1 3/161
6-1/2
5/16
1 1/4
11
1;-I7T
w4-7/I6~33-W& f:2=Tf32"' &"<'5"hl,~~~`3'GISb~ }33ik*-;
7, . ~
.5/16r .
. 1'Il4:
; . 12: . .
2
4-7B 3-11/16 2-7/16 1-27/39 1-3/16 1-3/16i
8
5/16
1-1/4
15
aEVSen s/9i
FIG. 23
HAIVGER FOR C.P.V.C. PL4STIC PIPE
DOUBLE FASTENER STRAP 7YPE
reodF 7J6, ---c a-C
n2dr.~ A f B u.vm
zy F,U, Accou/¢D
ON 2" Pp'E r
,30
3t" VEA/Y T7~ol/G,V /PooF
(-3 "vF.O&T' snlt/r
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II ~
11
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ou 1 ~'1
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I
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u/~A" srnQ fr
,
_ . ~
-~tlons
E.- ~nyt/.+-ST1Z,STftr~- u Id,r
2A fLi+C~Lt
jf,rcr: rv 6,4aot L.R T
„
/
Signed.... .
tan Checker
CTYrie.~e)
I
f
C iC,4 wG SPXCE'
F- 3" G d.7:
y x a x 3 Y
SA.l BdLZbrti< ~t,4j7/
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2" vszNr r,rou6~ R ooF
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7500 WEST 29TH AVENUE The City of
P.O. BOX 638
WHEAT RIDGE. CO 80034-0638 (303) 234-5900 cWheat
City Admin. Fax» 234-5924 Police Dept, Fax # 235-2949 `~Ridge
March 17, 1993
Mr. Tony Ficco
Ficco Brothers Construction
2445 Young£ield
Lakewood CO 80215
Dear Tony:
It has come to my attention that there is inadequate handicapped
parking for the multifamily units at 3610 and 3630 Vance Street.
A visual inspection revealed that not only are there an
inadequate number o£ handicapped spaces, but they are improperly
located as required by the City of Wheat Ridge Code of Laws and
the American Disabilities Act.
We would request that a meeting be scheduled between yourself and
City staff to reach some mutually-agreeable resolution. Please
call me at 235-2848.
Sincerely, ,
Meredith Reckert
Planner
MR:slw
cc: 3610 & 3630 Vance St. building permit files
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SZ94#Z6fi
e3awnN LMu3a
DATE: October 6, 1992
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE: Certificate of Occupancy
The property at 3610 Vance Street has been
signed off by the Building Department and is ready for a CO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PUBLIC WORKS APPROVAL --~~2
Remarks: UPhae+i -~Pt. . ~iQS b¢
Drv'%n a ~2
F- Vv •
A-,-~ud-~
De'ri `
~ C.~
~v- c:-~
o~
DATE: October 6, 1992
A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR:
3610 Vance Street
PURPOSE OF STRUCTURE: apartment building
Huilding Dept. Approval:
Remarks:
Zoning Approval:
Remarks: -
~ ~ c~--A-
~
C~~; CL
~ `-lL
L,v
~
WHEAT RIDGE FIRE PROTECTION
3880 UPIiAM ST.. W.R. CO.
CONSULTATION REPORT
z
DATE•07-15-92
VIA IN PERSON TELEPHONE X LETTER
RADIO
CONSUL7'ATION PROVIDED: IN OFFICE ON SITE X
B'I TCLEPHONE BY LETTER IN PERSON X
On this date, 07-15-92, Chief Davidson and myself conducted an
acceptance test of the building fire alarm svstem and the fire
sprinkler system for the building. All alarms operated properly for
both svstems. The fire sprinkler svstem had an alarm activation
time of 39 seconds with flow on the third floor. The buildinQ
elevator acted in the proper manner for fire response on detection
of the activation of the elevator alarms located in front of the
elevator. The svstem was placed in a trouble condition and a fire
alarm was activated over the trouble alarm. Kevs were placed in the
Knox Box and National Guardian arrived to set up their needs for
monitoring the system. The only failure was the L.E.D. light for
tlie boiler room. It is believed t}iat it is a wirina nroblem that
Rod st-ated he will correct. 'Phe system can be retested for the
L.E.D. at a later date. This is not a critical oart of the svstem
and the Buildina Permit card was sianed off for the alarm and
sprinkler systems only. No C.O. inspection was conducted on the
NAME OF FACILITY Morninaside Retirement CommunitV
WHEAT RIDGE FIRE PROTECTION
3880 UPHAM ST.. W.R. CO.
CONSULTATION REPORT
DATE•05-27-92
NAME OF FACILITY Morinqside Retirement Communitv
ADDRESS 3610 Vance St
REQUESTED BY Ricor inc
VIA IN PERSON TELEPHONE X LETTER
RADIO
IN OFFICE
ON SITE
X
CONSULTATION PROVIDED:
BY LETTER
IN PERSON
X
BY TELEPHONE
On this date 05 27 92 I met on site with Wallv Rice of Ricor
Inc. to conduct a ressure test of the fire line to 3610,Vance. The
test was conducted for 2 hours at a aauqe readina of 205 PSI. The
line maintained the ressure and the test was successful. The line
is now readv to be connected to the base of the sprinkler svstem in
the buildinq This will be accomplished bv Adnil Fire at a later
lfl CONTRACTOR'S MATERIAL & TEST CERTIFICATE
PARTS A& C- SPRINKLEF & WATER SPRAY ABOVEGROUND PIPING (Fifl Out Separate Certificate For Eech Rifer)
PROCEDURE
VPON COMPLETION OF WORK, INSPECTION ANO TE5T5 SFIALL BE MADE BY THE CONTRACTOR'S REVRESENTATIVE AND WITNESSED By
AN OWNER'S REPRESENTATIVE. ALL OEFECTS SHALI BE CORRECTED ANO SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN
f INALLY LEAVE THE JOB.
A CERTIFICAiE SHALL BE FII.LED OUT AND SIGNF.D PV BOTFI qEPRESENTATIVES. COPIES $NALL BE PHEPAHED FOH APPROVING
AVTHORITiES, OWNERS AND CONTRACTOR. IT IS VNUERSTO00 THE OWNE0.'S REP1iE5ENTATIVE'S SIGNATVRE IN NO WAV PqEI-
UOICES ANV CLAIM AGAINST CONTilACTOR FOR FAVITV MATERIAI, POOP WONKMANSHIP, OR FAILURE TO COMPLY WITN AP-
PROVING AUTHORITV'S REQVIREMENTS OR LOCAI OROINANCES.
PRO~ V NA-- OATE
~
VROOER7V AODRE55 t ( 1`
ACCEVTED BV APPROVING AU fyORITV('SI NAMES
.
M 1 i .
n oaess
PLANS
INSTALIATION CONFORMS TO ACCEPTED VlANS: rE5 Ail NO ❑
EQUIPMENT USED IS AOPROVED VES NO ❑
IF NO, STATE OEVIATIONS
HAS PERSON IN CHARGE OF FIRE EOUICMENT BEEN INSTqUCTED AS TO I.OCATION
OF CONTROI. VALVES AND CARE OF THIS NEW EQUIPMENT7 YES ({I NO O
IF NO, E%PLAIN
INSTRUC-
TIONS
HAS A COPV OF INSTRVCTION ANO MAINTENANCE GHAqT BEEN
IEFT AT PLANT? YES NO ❑
IF NO, EXPLAW .
HVOROSTATIC: HyA.ostaHe tesls shall be made at not less than 200 C51 (13.6 bars) lor two houn or 50 P51 (3.4 bars)
a oves a Tc p~essurs In eHCess ol 150 P51 (10.2 Gars). DIl/eren11a1 0ry-plpe viWe <IaOPerf shall be INt open Gurlnp tesl lo
TEST
Orevent Eamaqe. All abovegrounE plOln9 lukaqe shall Oe ftoOGeE.
DESCRIP-
TION
PNEUMATIC: Establish 40 PSI (2.] Dari) alr preisure antl measura tlro0 wnlch shall not aKCeaG ]ih P51 (0.1 C+n) In YO
our~s. YesF~pressure tanks at normal water leval antl alr pressure inG meafura aN Oraffur! Erop whith shall not exCeeE 1%
P51 (0.1 bars) In 24 hours.
, HYOROSTATIC: ALLPIPING."
TESTS
PNEUMATIC: D Y-VIPING- ~ DRAIN
REQUIRED
EOUIPMENT OPERATION: ALI; .
SERVES BLDGS:
.
LOCATION
r_' t
• ~ ~1l L~
MAKE
MOOEL
SIZE
QUANTIT
TEMPERATURE RATING
, A
~a
~
SPHINKlERS
.
OR
SPRAY
NOZZLES
. ,
s .
MATERIAL AND KIND CONFORMS TO ' STANDARO
PIPE AND
OF NONE, E%PLAIN
FITTINGS
A L A R M D E V I C E MAXIMUM TIME TO OPERATE THROVGH TEST PIPE
ALA{iM VALVE
TYPE
MAKE
MODEL
MIN.
SEC.
OR FIOW
INDICATOH
C
~
FORM 65 AC. REVISEO HVRIL 1979 vnInie. Irv v.~.n. rain nna r 111. -1.. .v. ov.. i~s. ~....+e...
OPERATI
NC. TEST
RE5VLT5:
-
qY
"
E
MODEI
-TIME TO TRIP
SER. THROVGH TESTGIPE
NO. WITFIOUT WITH'"-'
\YATEH
PRE55.
AIR
PRESS.
TIP
POINT
AIR
PFE55
TIME WPTER
REACHED
TEST
OUTLET
I
ALARM
ppERATED
PROOERLV
~_O. D.
O
.
PIPE
SFC. MIN. SEC.
-
P.S.I.
P.5.1.
~.5.1.
MIN. SEC.
`~ES NO
VAWES
.
IF NO, E
XPLi11N
OPERFTION i'NEUMFTIC ❑ ELECTRIC ❑ HVDRAUUC ❑
DETECTING MEDIA SUPERVISED: YES ❑ NO ❑
ES O NO O
IJP NG SVPERVISED Y
_
OH REMOTE CONTROl5TAT10N51 ~'E$ ❑ NO ❑
NO
P
A
/
DOES VAI.7E OPEiiATE FROM THE MANUAI TRI
DELUGE
IS THERE AN ACCESSIBLE FACILITY iN EACH CIRCUIT FOR TESTINGt `~ES ❑ NO ❑
a
IF NO, EXPLAIN
PREACTION
VA W ES
Does Eacn arcult ooerate
Does
ciuit Opemte
e
Maximum Time To
vrsion Loss Alarm7
S
'e,
e
Oerate Release:
MAKE
MnoEL
uper
VE
7
~
NO
SEC.
OUR
_
ALL ViGING HVDROSTATICALIV TESTED HT P51 FOR H
O NO
YES
ORV PIGING PNEUMATICALLY TESTED:
❑ NO ❑
YE$
EOVIPMENT OPEFATESPROPERLY:
TEST$
IF NO,STATE REASON
C \l \t
~
L
'
L
RESIDVAL PNESSURE WITH VALVE IN
DR[11N TEST! READING OF GAGE LOCATEO
TEST PIPE OPEN WIOE
NEAR WATER SUFVLY TEST PIPE:
P5i
$TATIC PHESSURE P5I
NUMBER REMOVED
BLANK TESTING
NVMBER VSED I LOCATIUNS
GASKETS
❑
vE5 NO
WELDED PIVING
IF VES...
EOQAE•
R
TH THE
THAT WELDINC PROCEDVRES COMPLY
O
r
00 YOV CERTIFY AS THE SPRINKLEF CONTRACTOR
O
MENTS OF AWS 010.9, LEVEL A~i-3!
HE
MED BY WElOERS QUALIFIEO IN COMPLIANCE W
NG
NO ❑
CO ~'OU CFRTIFV THAT THE WELDING WAS PERFOR
WEIDI
RE(~VIFEMENTS OF AWS 0I0.9, LEVEI AR.7?
0 YOV CERtIFV THAT WFIDING `n'A5 CARRIEO OUT IN COMi`LIANCE WITH N DOCVMENTEO QVAl1TV CON-
MOOTH
,
0
TfiOL PROCEDURE TO INSURE THAT ALL DISCS AAE RETRIEVED, THAT OPENINGS IN PIPING ARE S
HE INTERNAI DIAMETERS OF
THAT SLAG AND OTHEA WEIDING RESIDVE ARE REMOVED, AND THAT T
YES ❑ NO O
PIPING AfiE fVOT PEfVET13ATED?
DATE LEFT IN SERVICE WITH ALl GONTftOL VAWES OPEN:
REMARKS
NAME OF SPRINKLEft CONTRACTOR .
~ •
FOR PROPERTV NER (S~GNED) TITLE
SIGNATURE
„
~
A,11
FOR SPNINKLER CONTRACTOR (SIGNED)
e(J&ypgL OATE yjL, gZ
TITLE
j
TESTS WITNESSED By/~(
ADD TIONAL EXPLANATtONS ANO NOTES
A4 ahorw e9s 41;1 dL.-
6~~ A°r u~
1~-
3~ ru
STATE OF COLORADO
DIVISION OF FIRE SAFETY
PLAN REGISTRATION FORM
Contractor Registration Number
Contractors
Mailing Address
Comments
(for additional comments use separate sheet)
Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department.
Copy to contractor and copy to building owner upon completion and sign-off.
I~Gy'
V L
Certification No. 9Z-173 (Qualified Fire I` pector)
(OPTION D or E)
ESCROW AGREEMENT
DRAINAGE
LANDSCAPING & P4bBIlSCY IMPROVEMENTS
TO: City of Wheat Ridge
P.O. Box 638
wheat Ridge, Colorado 80034
The sum of SIX THOUSAND TWO HUNDRED FIFTY DOLLARS AND NO CENTS--------------- DOLLARS
6,250.00------- ) to be held in escrow with r; r~z nf wi,Par u; dgP
(City of Wheat Ridge, Option D)
(Bank, Option E)
until landscaping anddr~~ improvements are completed at
3610 Vance Street Wheat RidQe Colorado
(Description)
Wheat Ridge, Colorado by
Ficco Brothers Construction
(Contractor/Developer/Owner)
The City of Wheat Ridge shall have the absolute right to withdraw the
Escrow funds for the purpose of completing the landscaping and public
improvements fOr lanr3ccaoine and draina¢e imnrovements
should __gicco Brothers Construction
(Contractor/Developer/Owner)
fail to complete or provide said landscaping and public improvements prior
to the date of _ September 17, 1992 _
The only requirement to withdraw the Escrow funds in behalf of the City of
Wheat Ridge shall be a letter from the Planning & Development Department of
the City, executed by the Director of said Department and witnessed by the
Mayor o£ the City of Wheat Ridge. Said letter shall state that the
landscaping, as above set forth, have not been completed or provided by
Ficco Brothers Construction
(Contractor/Developer/Owner)
and that the date of Seotemher 17. 1992
has expired.
(over)
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENTS
-2-
ACCEPTED:
(Director of Planning & Development - City of Wheat Ridge)
(Bank - C
ion E)
Address Phone Number
(Contractor/Developer/Owner)
Address
Date
Phone Number
Temporary Certificate of Occupancy for structures covered by this agreement
may be issued by the Mayor of the City of Wheat Ridge for a time period not
to exceed six (6) months upon acceptance of this agreement by the City.
7500 wESr 29tn nvENUe DEPARTMENT OF COMMUNITY DEVELOPMENT pERMIT N0. B921k4625 UlLDING
INSPECTION zai-FSaa exT zss P.O. BOX 638 BCITY OF WHEAT RIDGE,ICOLON
THIS PERMII VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 MOURS PRIOR TO "°oFrTION
TWO SETS OFBUILDING PLANS AND TWO PLOT PLANS MyUST ACCOMPANY TNI
BUSINESS NAME F I S APPLICATION A~
C C O //R dJ ADDRESS ~C'
~(N
G
SPECIFY NORTH
OF DEED AND IMPROVEMENT SURVEY REQUIRED
-noro.v i iuc
- - FRONT PROPERTY LINE
(CIRCLE FRONT) N E S W
STREET NAME_--
SHOW DISIANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON f+BOVE SKETCH;
cunw i cecT niATLNCE TO PROPERTY LINES, NOT M4XIMUM OR AVERAGE DISTANCE.
OWNtRS W1ME_ItSL---~- U~-~- r-Ic" C" U
CGN i hACTOR__Fl_G C(/ ~ LIC. NO.-. _
ac>oHESS_ ~ Lw•^a aHONe a 3❑Y 19 96
7li`!_. -ZIPCODE
i GI N9UTH911C-011~EPTH AREA__-
LEGP.I DtSCniriwrv
METES AND BOU~ND/S DES'CF~IPTION ATTAC/y £D
ADDRESS / ~v `D / V a,-'e
U-
LOT NO. BLGCK NO
SUBDIVIStON_ -PILING
INDICATE T'HOSE OF THE FOLLOWWG OFF-SITE IMPROVEMEN7S NOW EXISTINGCurb9GUHer ~ireetPaving L-'M1~oter ~~ewerv StormDrairape-
HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTINGVES---'NO-
AR°_ T4ERE ANY SPF.CIAL ASSESSMENTS AGAINST THIS PROPERTY: YES-NO_
OCCUPP.NCY
~ OF
'57 EXTERIOF MATERIALS'- WALLS I RO
STfjRIfS_. UNITS REMARKS'__ -
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT PERMIT FEE
I hereby certify thot tha above set6ack Aistances shown on iNs permit opPlication are occurate, and do not violate iJSE 7AX
applicable or0inances, rules or regulations of the Cdy of Whea1 Ridue or covenants, easemenis or resnictions of re- ~
cord; ihat all measurements shown, anA allegahons made are accurafe; ihat 1 have road and a9ree to abide by all TOTAL FEE
contlitions printed on this apPlication, and itrai I assume full rssponsibility for tomoliance wifh the Wheat Ridqe O
Bmlding Code W BG ) and all other apDhcable Wheai Ridge ordinances, for work under ihis permit.
DATE 10--,13-
(OWNER) (CONTRACTOR) SIGNED_~~ _ ^ ^
gp pT
COST THE PROPEFTV i5
PRESENTLY ZONtU -
BASEMF.NT-ROIIGH
THE PROPOSED USE (
-iS) (_IS NOT) ALLOWED UNDER THE ZONING ORDINANCE.
BAiEMFNT-FINISH[D
~OMMENTS'
GROUND h1.00R
~
y
'
SECOND FLOOR
64RAGE76wcfi F[cvor
-
.,-2-
yy
-
I
13
»3 f-
l
~2`~
-~v_~~•s
° 7
C y
e4
R4
r
_
euiLoiNe cosr $
.
oir+ER
nnFrunNiC/ai. PERMIT
S7ATE N0.-_ CITV NO.-- STATE NO.----CITY NO.
FLANS HEVIEWLD-- (-OK)(_NOT OK) PLANS FEVIEWED (-OK)(-NOT OK)
PLANS NEEDED PRIOR TO ISS NCE OF
ELEC'.TRICAL PERM1I~T--
PEHMI7 ISSUED TOf (UVN'Al
PF R REQUEST AS PER PLANS N0.-
AS APPROVED AND ON PILE IN MY OFFICE
DO NOT ISSUE PF.RMIT UN71L Cl_EGRED BY
CHIEF BNLDING INSPECTOR
NO PLANS NEEDED_-
6Y
REMARKS.
NO PLANS NEEDED
PLANS NEEDED PRIOR TO I UANCE OF
PLUMBING PERMIT
PERMIT ISSUED TO
PER REOUEST AS PER PIANS NO---
AS APPROVED AND ON FILE IN MYOFFICE
DO NOT ISSUE PERMIT UNTIL CLEARED BY
CHIEF BUILDING IySPECjOR
~
GTY NO.
pL/aNS RE V I E WED- (-OK) (-NOT 01
NO PLANS NEEDED-
PLANS NEEDED PRIOR T I UANCE OF
MECNANICAL PERMyIT I,
PERMIT ISSUED TO`~~~~~5 mgZ,27ZAJ~
PER REQUEST AS PER PLANS N0._-
AS APPRWED AND ON FllE IN 7dY0FFICE
pp Np7 ISSUE PERMIT UNTIL CLEARED BY
CHIEf BUILDING INSPECTOR
GON.^.I I',JNS .
II ANO TO,THE ZONING FEGULFTIONS PND BUILDINGECOOE OF WMEAT1PFDGE ~LOIOR>DO OR ~INY IOTMEF~PVP~ GABLE~ ORDINANCES OF THE CRT~~E OF COlO
([7 1HI5 PEFM,T SMFLI E%PIRE iF (A) THE WOflK AUTNOFIZtOIS NOT COMMENGED WITHIN Si%TT (60) DPYS FROM ISSUE OATE OR (B) THE BUILDING AUTMOPIZED IS
iU5PEN0E0 OR ABANOONEO FOR A PERIOD OF120 UHYS
, P NEW GERMIT MAY BE ACOWRED FOF A FEE OF ONEHALf THE PMOUNT NORM4LLY REQUIFED, PROVIDEP NO GHGNGES MFVE BEEN OH WIIL
I5; IF 1 N15 1'ERMrt F%PIRES
BE MCDE IN TME ORiGINNL PLPNS PND SPECiFiCPTiON5 ANO ANT SUSGENSION ON PBANDONMENT NF NOT E%LEE~E~ ONE ll7 YEPP. IF CHANGES AFE NADE OR IF
5115vEN510N OR nBANDONMENI E%CEEDS ONE(i)YfAF, NLL FEfS SHPLL BE PAID FOR A NEW PEF I
.
(9) NO WORH Oi ANY ANNEH SHPLL BE CONE TNAT WiLL OBSTFUCT THE N URPL FLOW OF WPtER CA SING P DNPINAGE PFOBLEM
NCE FD PLL SPECTIONS iN~ SHPLL FECEIVE WHrtTEN PPPPOVA~
051 CONTR4Q0 A L NOTIFY THE BW ~DiNG INSPECTOR TWENTY-FOUR ~JOB
ou irvsvec ~orv au e ae. oaocEtowe irn ccessrve ernses { ApPROVE
FOR MAYOR ~
CHIEF BUILDING INS°ECTOR
a-
~
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~ ~
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1
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INSPECTION TICKET
Jos
ADORESS
DATE:
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V-6'zS"
BLDG. PERMIT#
PERMIT#
BLDG. CONTR. ~
SUBCONTRACTOR
0. . 41.
DATE INSP. REQ.
TYPE OF INSP.
INSPECTION MADE 7//2/ 7 2-
V
INSPECTION TICKET
JOB
ADDRESS
DATE: BLDG. PERMIT# PERMIT#
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ
T'/
TYPE OF INSP. ~`--INSPECTION MADE
REMARKS
~
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V
INSPECTION TICKET
10
JOB
ADDRESS
,CJ
DATE: q - ~ BLDG. PERMIT# YA~b5
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SUBCONTRACTOR
DATE INSP. REQ.~'"
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ADDHESS f U ~ANGE
DATE: y" lZ
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DATE INSP. REQ.
q TYPE OF INSP.
INSPECTION MADE Z- Z z~REMARKS O ~
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~
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INSPECTION TICKET
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DDRESS
✓3 ~ ~c.
DATE: BLDG. PERMIT# (46z S
PERMIT#
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ. ~-'D <
TYPE OF
INSPECTION MADE z~REMARKS
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ADDRESS Z~ CA.~-zR o~-
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DATE: V rBLDG. PERMIT# U62.s
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SUBCONTRACTOR
DATE INSP. REQ.~
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REMARKS 14
W.R. FORM 6-19
v
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n~ ADDRESS ~CO ~ d G u
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DATE: BLDG. PERMIT# PERMIT# z S
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ. ~
TYPE OF INSP.
f
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L-
REMARKS
L~
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INSPECTION tICKET
ADDRE6S 3 2/4 -2( Q
DATE: J- 5 BLDG. PERMITM777T~ _
PERMIT#
BLDG. CONTR. ~
SUBCONTRACTOR
DATE INSP. REQ. C-?~
TYPE OF INSP.
INSPECTION MADE g?
~
REMARKS
\
W.R. FORM 6-19 j
/
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INSPECTION 71CKET
Jos yA N~13~
ADDRESS (Q C~L2iA
DATE: 5'7
--~_BLDG. PERMIT# ii~S
462 S
PERMIT#
BLDG. CONTR. ~
SUBCONTqACTOR
DATE INSP. REQ. Z3--
TYPE OF INSP.
INSPECTION MADE,~//7/9 REMARKSIIIZ
INSPECTION TICKET
doe
ADDRESS
DATE: ~ !CI BLDG. PERMIT# INSPECTION tICKET ~
JOB
ADDRESS
DqTE: 15--8
-~BLDG. PERMIT#
~
PERMIT# BLDG. CONTR. W J-t ~ f
SUBCONTRqCTOR
DATE INS
TYPE OF I
INSPECTI O
REMARKS
INSPECTION TICKET ~
JOB
ADDRESS
PERMIT# q 6-z
BLDG. CONTR. L-c~c..t/
DqTE: v ~BLDG. PERMITN u::2G$"
SUBCONTRACTOR
DATE INSP. REQ.
TYPE OF INSP. (Y-~^+,~k ~a~, N fI
INSPECTION MADE
PERMIT#
BLDG. CONTR.
SUBCONTRACTOR
DA7E INSP. REq.
REMARKS TYPE OF INSP. L'~ 1roX/!1 12~ I~ ~p
43 FL INSPECTION MADE
REMARKS
42 /l
W.R. FOR &ig
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✓
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ADDRESS. I(U UC?"C~ Y~
DATE: BLDG. PERMITM~
PEJRMITM
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SUBCONTRACTOR
DATE INSP. REQ. ~ ~ , l
TYPE OF INSP. re' I' (?,°L'
INSPECTIONMADE &~~~L
REMARKS
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ADDRESS
a42
DATE: ~-OZ 3 BLDG. PERMITk
PERM ITM
BLDG. CONTFi. C a)ti, cYI ~ cc-~Xa
SUBCONTRACTOR
DATE INSP. REQ.
~-a3
TYPE OF INSP.Q ~
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INSPECTION MADE n7G ~ ,LG ~ct. L~ `2 757
REMARKS
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INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE
a 3 2&s~ (303) 2345933
~ INSPECTION RECORD
JOB ADDRESS 3610 Vance Street
BUILDING PERMIi N0. B92114265 DATE ISSUED 2/11/92 TYPE OCCUPANCY
OWNER Lou & Tony Ficco, 2445 Youngfield St., Golden, CO 80401
CONTRACTOR Ficco Brothers Construction
SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
I NSPECTION
DATE
I NSPECTOR
Foundations
Footin s f!'
Caissons
Reinforcin or Monolithic (sp~y~Gh' ZZ
U-'
Weather roofin
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical Ground Work,42/-~-t
Plumbin Ground Work
`
Heatin Ground Work
DO NOT PgUR FLOOR UNTIL ABOVE HAS BEEN SIGNE~,
Rou h Electrical'~~
c7
Rou h Plumbin
AirTest Gas Pi in
Rou h Heatin & Ventilation '
' A ~
~ •
(above must be signed prior to iraming inspection) I
Framin ~
Insulation
Dr wall nailin
t.•
4' '
Roofin
~
Refri eration
Electrical under round
Final
Electrical Fixtures
-
Plumbin Fixtures
Heatin 8 Ventilation
~
Landsca e & Parkin
R.O.W. & Draina e
FireDe artment
- lA 2
~
Job Com leted
~
ACCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
s. q . ^ ro.#*§,,, . . . _ . . . . ^~a a ~ . .
DATE: July 16, 1992
TO: PUBLIC WORKS DEPARTMENT
FROM: Huilding Department
RE: T.C.O.
The property at 3610 vance street has been
signed off by the Huilding Department and is ready for aTCO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
a~ TF'r- TcCD
V-
FKI ~f.
7
64i ll lt
DATE: July 16, 1992
Temporary
A)CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR:
3610 Vance Street
PURPOSE OF STRUCTURE: 24-unit anartment complex
Suilding Dept. Approval:
Remarks:
Zoning Approval: /
Remarks. ~
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RECEPTION NO. 91089133
LLG]1L DLBCRSPTION
.
described in said Book 26 at Page 321;
thance Noxth 2 deq. 54 min, 15 sec. West along the East line of that
traCt of land deecribed in said Book 26 at Page 321ia distdnce of 219,98
feet to the True Point of Beginninc,
and Except any portion thareof lying within Teller Stree,t,
Except the following dascribed parcel:
A tract of land located in the Northeast one-quarte
Township 3 South, Range 69 West of the 6th P.M.
Jefferson, Count ~ of Section 26,
Beginning at theYNortheastocornerrofesaid SectionCZ6~ of ~eat Ridge,
thence S gg dgq, 38 min.
one-qu$rter of said Sactio23 n ?6~' dWi along the North
Northeast corner of that tract oflandndescribed8ln~~ ine of the Northedst
of the ofZicial records og JefPereon Count Ifeet to the
thence S 3 deg. 08 min. 41 geC. Book 26 at Paqe 3z1
land described in Baid Book 26 E' alon the ~olorado;
thence S 89 d~ at psqe g21 a East li~e of that tract of
Northeast one-g. 38 1Qin• 23 sec. W parallel to$theC~ °f 662'?8 feet;
thdt tract o~ quarter pg sai6 action 26 North .11ne of the
records of Jeffland ersoneCounted in Book 175,atn Paae°nq the South line op
distance cg 21.62 fset~ y~ ~olorado g 2231of the official
thence s 3 de , and its Easterly extension a
Point og ee g' 04 min. 00 sec, W, a distance oP 50, I
thence s 9 ginnlhg; 0o feet t
thence S Odeeg' 38 filn. 23 o the True
g. 32 m~n, seC• W, a dietance of 100.5
on the North line of thatZtrect W. a distance of 169, 1 feet;
of the ofPicial records of JeffersonaCOUnteCribed d$ feet to
thence N 89 deg, 38 in Book 387 at apa°int
108.009 feet; min. 23 sec. E Y,,ColoradoL ge g7
thence N 3 de ' alOn5 eazd North line a distance og
oP Seginning,g• 04 min. oo sac. W, a distance of 1 i
County of Jepferson 69'Q7 feet to the
, State of Colorado. Point
\
RECEPTION NO. 91089133
EXHIBIT "A"
LEC}AL DESCRIPTION
3
A tract of land located in the Northeast one-quarter of 5ection 26,
Township 3 South, Range 69 West of the 6th P.M., City of Wheat Ridge,
Jafferson County, Colorado, described as follows: j
Seginning at the Northeast corner QP said Section 26;
thance South 89 deq. 52 min. 49 sec. W, alonq the Nqrth line of the
Northeast one-quartar of said Section 26 a distance!of 1478.50 feet to
the Northeast corner of that tract of land described in Book 26 at Page
321 of the official records of JefPareon County, CoIorado;
thence South 2 deg. 54 min. 15 sac. East along the F~ast line of that
tract of land described in said Book 26 at Page 321Ia distance of 662.78
feet to the True Point of Beginning;
thence south 89 deg. 52 min. 49 sec. West parallel tlp the North line of
the Northeast one-quarter of said Section 26, and alpng the South line of
that tract of land deacribed in Book 175 at Page 2231of the official
recorda of Jefferson County, Colorado, and its EasteFly extension a
distance of 533.83 feet to the Southwest corner of that tract of land
described in said Book 175 at Pnge 223;
thence xorth 0 deg. 05 min. 19 sec. West parallal tolthe West line of the
Northeast ona-quarter of said Section 26 a distance of 0.33 feet;
thence North o9dagg.055minn 191sese. cc distancelof p3gg.Peeteto'the
Southeast corner of that tract of land described in 8ook 1092 at Page
528;
thence South 89 deg. 52 min. 49 sec. West a distanceloP 220.53 feet to
the Noztheaet corner oP that tract of land described'iin Book 1204 at Page
966 of the official records of Jefferson County, Colorado;
thence Southerly along the Easterly line of that tra t of land described
in said Book 1204 at Page 466 the following 2 course~ and distances:
1) south 1 deg. 37 min. 49 sec. East a distance of ~86.21 feet;
2) South o deg. 33 min. 41 sec. West a distance of 2153.48 feet
to a point on the South line of that tract ot land d
at Page 131 of the official e cribed in Book 46
records of ,7efferson Coun~t
thence North 89 deg. 52 min. 49 sec, East along the S uthClineaof'that
tract of land described in said Book 46 at Page 131 a Pdistance of 737.70
feet to a point on the West line oP that tract of landi described in
387 at Page 87 oP the official records of ,Tefferson Count
thence North and East alon t Book
land described in said Book 38~ West and North lines Y, Colorado,
distances• at Pnqa 87 the followin t2at tract of
1) Noz~th 0 dag. 03 min. 19 sec. West 8 1 g couraes and
2) North 89 deq . 52 min, 49 se
described i c. Zapt a~,ohgaLhe North' slinensie fopt~
n said Book 387 at page 87 and its Easterl ' ext on a
distance oP 423.83 Pset to a point on the East line of!y~that tracteoPtland
RECEPTION NO. 91089133
~
STATE OF COLARADO )
) ss.
COUNTY OF JEFFERSON )
The above and foregoin Trustee's Deed was subscribed and
sworn to before me this oZ day of September, 1991, by Doris M.
Ibbison, Trustee of the Hubert A. Ibbison Family Trust and Hubert
A. Ibbison Spouse's Trust.
WITNESS my hand and official seal.
My commission expires:
P
9
.
~A•:',.:' ;~4ti,.
Notary blic
'
RECEPTIItN NO. 91o8913'
`
9/27/91 14:05 38.20
RECORDED IN
COLRdTY OF JEFFERSON
~
STATE QF COLORADO
r,~
TRUSTEE'S DEED
THIS DEED,
made by Doris M. Ibbison, as Trustee of
the
Hubert A. Ibbis
on Family Trust and Hubert A. Ibbison Spous
e's
Trust under the
will of Hubert A. Ibbison, deceased, Grantor,
to
Anthony M. Ficco
and Louis J. Ficco, 2445 Youngfield, #350, Wheat
Ridge, Colorado
80033, as Grantees.
WHEREAS, Grantor is the original and acting Trustee of the
Hubert A. Ibbison Family Trust and Hubert A. Ibbison Spouse's
Trust under the will of Hubert A. Ibbison, deceased, with
domiciliary probate at Jefferson County District Court, Probate
Division, Case No. 85 PR 304, Golden, Colorado, on March 25,
1985; and
WHEREAS, Grantor desires to convey the within described real
property to Grantees and Grantees desire to purchase said real
property from said Trusts.
THEREFORE, FOR AND IN CONSIDERATION of the sum of Ten
i: Dollars and other good and valuable consideration, receipt of
which is hereby acknowledged, Grantor conveys, assigns, transfers
CY)
z Q- and releases to Grantees her undivided interest in and to the
~ - following described real property located in the County of
CJ Jefferson, State of Colorado, to-wit:
For legal description, see Exhibit "A" which
is attached hereto and incorporated herein by
reference.
EXCEPT for easements, rights-of-way, reservations, exceptions, or
restrictions shown of record, and real property taxes for 1990,
due and payable in 1991, and real property taxes for all
subsequent years, which grantees assume and agree to pay.
EXECUTED this day of September, 1991.
Hubert A. Ibbison Family Trust and
Hubert A. Ibbison Spouse's Trust
. . ,
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;~~ei~"'.~.,.r._tfw`vAt.sf.~'~~°.it"f`t:
RECEPTION N0. 92056308
5/13/92 10:22 20.00
RECORDED
COUNTY 0F
STATE OF
IN
JEFFERSON
COLORADO
AGREEMENT # 156
A JjL
DEVELOPMENT COVENANT
THIS DEOELOPMENT COVENANT, as authorized by the BDIVIBZON
REaULATIONB of the City of Wheat Ridqe, is entered i o this
i i T~ ~2 J' day of betwe the City of
Ov Wheat Ridqe, a Munici al Corporation, hereinafter ferred to as
City, and Ficco Sros Conatruction r re"ferred to as
; and concerns property located a 3610, 3630, & 3650 Vance Street, ~
~ Wheat Ridge, Colorado 80033. I~
WITN888ETH2
WHEREAS, Owner is the titled Owner of a tract of land in the
City of wheat Ridge, County of Jefferson, State of Colorado,
more fully described in Exhibit A, which is attached and
expressly made a part hereof (which property is hereinafter
referred to as "the Property"); and
WHEREAS, Owner has requested a Building Permit to develop
property; and
WHEREAS, in order to conform to those requirements as set out
in the SUBDIVISION REGULATIONS of the City, this Agreement is
hereby determined to be proper.
NOW, THEREFORE, IT 10 BEREHY A(iREED THATO
1. The responsibility for providinq improvements along the street
frontage of the Property, as set out in the SUBDIVISION REGULATIONS
of the City, is hereby acknowledged by the Owner.
2. The Owner has caused certain improvements to be constructed on
the Property and associated on-site improvements.
3. The existing improvement of Property frontage along Teller
Street is below those standards as set forth in the current
SUBDIVISION REGULATIONS of the City, and the completion of those
improvements as required by Section Five: Improvements of the
SUBDIVISION REGULATIONS will make no significant change at the
present in those streets fronting the property.
4. In accordance with Section 5-94.1 of the Code of Laws of the
City of Wheat Ridge, Colorado, Subsection E, the Department of
Public Works has determined that the construction of public
improvements along the Property frontage of Teller Street need not
be immediately constructed and that execution of this Development
Covenant is appropriate. The owner agrees to participate in the
Engineering and Construction cost for the Property's frontage along
Teller Street when the street is brouqht in accordance with the
City's Street Standards, or as directed by the Director of Public
Works. The Engineering and Construction costs will be limited to
those reasonable and necessary to construct Teller Street to
current local standards, including earthwork, one half street width
paving, drainage, curb, gutter and walk and miscellaneous and
incidental items required to complete the Project.
5. The Director of Public Works shall give written notice and an
estimate of costs to the Owner 30 days prior to advertisement of
any major improvements of Teller Street which would affect the
Property and will submit to the Owner a detailed cost breakdown and
billing after Award of the Construction Contract by the City
Council. The detailed DEVELOPMENT COVENANT cost estimate will
include the Owner's portion of the cost of curb, gutter and
sidewalk, pavement improvements and other items listed in Paragraph
4.
RECEPTION N0. 92056308
Development Covenant
Ficco Bros Construction
Page 2
6. Opon receipt of t
owner hereby agrees to
amount of the detailed
agrees to pay to the
Public Improvements to
contract quantities or
of written request by t
overcharges paid to tt
final acceptance of th4
ae detailed cost estimate or billing, the
pay to the City, within 45 days, the full
cost estimate or billing. The Owner also
City any extra costs associated with the
the Property due to variations in estimated
as a result of change orders within 30 days
,ie City. The City will pay to the Owner any
e City by the Owner within 45 days after
! Public Improvements by the City.
7. Owner agrees to pay for all public improvements or billings
within 45 days of written notice; Owner further agreeing that any
amount resulting from his failure to pay for any improvement thus
completed shall constitute a lien upon the property above described
in the actual amount of the public improvements completed, less any
payments made by Owner, plus interest on the amount unpaid at 10
percent (10$) per annum from the date of completion, plus any costs
incurred by the City in collecting same, including court costs and
attorney's fees.
8. In the event an Improvement District or a Special Improvement
District is created by the City to improve or provide those
requirements as set out in the SUBDIVISION REGULATIONS for those
streets or streets fronting the property and the neighboring tracts
of lands, the Owner or his assigns and successors agree not to
oppose its creation, or subsequent assessment of the costs to the
property.
9. In the event an Improvement District is created by the City to
provide the improvements as provided by the SUBDIVISION
REGULATIONS, the costs assessed against the property shall not be
disproportionate with costs assessed to other nearby and like
properties.
10. This COVENANT is executed by the Owner pursuant to the
SUBDIVISION REGULATIONS of the City of Wheat Ridge.
11. The Parties hereto agree that this DEVELOPMENT COVENANT, by its
terms, shall be binding upon the City and the Owner and upon the
assigns and successors thereof; and shall constitute covenants
running with the property.
12. The City, in its sole discretion, may require a cash or surety
bond to be held in escrow by the City to secure completion or the
public improvements described herein. Such cash or surety bond
shall be in the sum sufficient to cover the estimated costs of the
construction of the public improvements described herein, said
estimate to be made at or about the time of the notice described in
Paragraph 5 above. Any interest earned on any escrow funds shall
be the sole property of the City.
13. The DEVELOPMENT COVENANT shall be recorded with the Clerk and
Recorder of Jefferson County, Colorado, and shall constitute a
continuing covenant running with the land, providing however, that
this DEVELOPMENT COVENANT shall be released by the City upon
the completion of the public improvements and complete and
satisfactory payment by the Owner of all costs and fees associated
therewith of the public improvements described herein, which
release shall be evidenced by a signed document attested to by the
City Clerk and bearing the City's seal, which document shall
likewise be recorded.
A
RECEPTION N0. 92056308
Development Covenant
Ficco Bros Construction
April 6, 1992
BPECZAL PROVISIONB AND COVENANT
IN WITNESS WHEREOF, the parties have set their hands and seals on
date firat shown.
RECOMMENDED BY:
"Publi Works epartment
~
City Admi istrat
EBECIITED HY CITY:
Mayor, of Wh t idge
~k -1- Ll-,Ae~ .
Community Development D rtment
APPROVED A8 TO FORM:
s
Cit ttorney
ATTEST:
ty Clert'.
SEAL
E%ECUTED BY OWNER:
STATE OF COLORADO )
)ss
County of Jefferson)
a;S .
The foregoing instrument was acknowledged before me this A?~AA~)
day of C1 ~ni 1. , 19q.\ , by QLr~nVtil~'N,
, ,
My commission
SF,A4is
:.k :4ti~ •
,Y; :4. ~ll f. ~
r ;oF...c~ u..
expires •
l. ~
Nota y blic
Jrn~
3
~
i.irrfniiiP~r~.
RECEPTION N0. 92056308
BSHIBIT "A"
The Northern 50.00 feet of a Tract of Land located in the northeast
one-quarter of Section 26, Township 3 south, Range 69 West of the
6th p.m., City of Wheat Ridge, Jefferson County, Colorado,
described as follows: Beginning at the northeast corner of said ~
Section 26; Thence S 890 38' 23" W along the north line of the
northeast one-quarter of said Section 26 a distance of 1478.50 feet
to the northwest corner of that tract of land described in book 26
at page 320 of the official records of Jefferson County, Colorado:
Thence S 30 08' 41" E along the east line of that tract of land
described in said book 26 at page 320 a distance of 662.78 feet to
the TRUE POINT OF BEGINNING; Thence S 890 38' 23" W parallel to the
north line of the northeast one-quarter of said Section 26, and
along the south line of that tract of land described in book 175 at
page 223 of the official records of Jefferson County,Colorado, and
its easterly extension a distance of 21.62 feet; Thence S 30 041
00" E a distance of 219.97 feet: Thence N 890 381 23" E a distance
of 21.92 feet: Thence N 30 OS' 41" W a distance Of 219.98 feet to
the TRUE POINT OF THE BEGINNING, containing 4,784 square feet, more
or less.
DEPARTMENT OF COMMUNITY DEVEtAPMENT
7500 wEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M921I18067
237-8944 EXT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUILDING INSPECTOR AND RECEIPTED BELOW.
APPLICAT111 N FOR MISCE
~`}NC~
LLANEOUS PERMIT ~t~~
~Rroth r~
IOBADDRESS
CONTRACTOR Dover Elevator Cr?!lDHT1V _
4DDRESS 6"" ^^"t-h A^^<^^ ('irrlp
OWNER
ADDRESS 2445 Yourrafield
PHONE 734-1711163 ZIPCODE 8D4Q1
CITYE3J1EV`OOd CO ZIP CODE Rnl>>
PHONE 790-8566 LICENSE NO.
ONTRACT PRICE $ 74.400.00
ll❑ Proisofin0❑ OMor SorDFOes
❑ W
o
1. TYPE Ground
2. MATERIAL Tofai Squore FNt
mit No
El
l
P
❑
SiGNS
.
ee
.
er
Typs
3. ILIUMINATION Yes❑ No
4. SE7 BACK FROM PROPERTV LINE N_ 5_ E_ W ZMo_ AGMmed,ZC^e Inspeetor
rOVed
❑ ❑ ❑ Diw
pD
(Spetily wM1ieh is front ) ❑
1. TYPE Solid[:] Mon TMn 80% OpanC3 Less Than 80% Open
MATERIAL Meipht
?
FENCES
.
3 SET BACK FROM PROPERTY LINE N_ 5__ E_ W Zone_ ApprwW,Zone InsDeeta
roved
❑ ❑ ❑ Diaa
pp
(Spetify whieA is front) ❑
1.
OTHER
Z'
3.
DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTUNE,GIVINu DISTANCES FROM PROPER7Y LINES.
(SETBACKS OR PROJECTIONS INCLUDEp)
~
SPECIFV NORTH
STREET NAME
SIqW DISTANCES FROM THE MAIN BUILDING TOAWOINING HOUSES, STREETS, AND PROPERTY IINES; ON IRREGULAR LOTS, SHOW LEP.aSI
DISTANCE TO PROPERTV lINES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; EIECTRICAL;MECHANICAL PERMIT
THIS APPUCATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY TME BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITH91 THAT TIME
ELECTRICAL PERMIT
PLUMBING PERMIT
MECHANICAL PERMIT ~
STATE LICENSE N0.
STATE LICENSE N0.
ALUMI
NUAAVAREUNDERSIZE8ILLEGAL
FLOOR
BSM
IST
2N0
3RD
4TH
NQ
FLELCiMe0mGW91, ElxSdor
~
WATER CLASET
BTU
FORCED AIR -
MOT WATER - BTU
TEMPORARY METER
WASH BOWL
- BTU
NEW SERVICE AMPS
BATH TUB
STEAM
AIR CONDITIONING-BTU
CHANGE SERVICE-AMPS
SHOWER
LIGHTING
SINK
OTHER
REFRIGERATION SYS?EM
GARBAGE DISP
HEATING
POWER SUB-CIRCUITS
WATER HEATER
qetri eranl Group
DISPOSER,ETC.)
UTILITY(RANGE
AUTO. WASHER
Poundf CMi e
,
DISH WASHER
AUTOMATIC SPRINKLER SYSTEM
FI%TURES
f
ELEVATOR
WIRING MOTORS 6 CONTROLS
FLOOR DRAIN
SIGNS
URINAI
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAI FIXTURES
REMARKS '.rhree-sto
-
li
PERMIT FEE
2
NOT VAUD UNLESS RECEIPTEI
co
I hereby ocknowledqe thot ihis oD0
fion is correct ond understond tnat I
USE TAX
292.80
eonnoi atort ihis project until thie aDVli'
cotion is aOCroved. I snoll comply with
TOTAL FEE
$
544.80
tAe lowf of the State ot Colorodo ond to
tions ond Buildinq
l
R
ROVED
APP
equ
a
the Zoninq
_
~
Code of the City oi Wheai Ridpe. Any
violotion of tne above terme wi1l couee
immediote rovowtion of this permit.
CHIEF BUILDI INSPECTOR,Ci}y of Wheot Ridge
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
Z~
Date IssuPd
FOR INSPECTIONS
J oob<ann 9iona~ n
E,I-D(, f I LE
P.O. BOX 638 TELEPHONE: 303/237-6944 Clty 01
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 hBheat March 4, 1992
Ficco Bros. Construction
2445 Youngfield Street
Golden, Colorado 80401
Attn: Lou Ficco
Re: Drai orningside Retirement
file73610, 30, 50 Vance Street
Dear Mr. Ficco
As you requested, I'm writing you this letter to affirm the City of
Wheat Ridge Engineering Division's position on the drainage plan
for the above reference development.
As you know, we originally anticipated no problem with the street
vacation of 36th Place and allowed you to design a discharge for
storm water into an anticipated permanent drainage easement which
would allow the water to drain east to Vance Street and north to
the storm sewer in 38th Avenue. The street vacation is now being
disputed as well as any chance for a permanent drainage easement
over the property. As I see it, the following three scenarios may
occur, each having a different impact on the drainage discharge.
Should the street vacation occur and a drainage easement be
granted, then the existing plan may be constructed.
Should this street vacation occur without a permanent drainage
easement, then the alternative drainage plan which we have approved
that pipes the stormwater to Vance street raust be constructed.
Should this street vacation not occur, use of the street must
remain and embankment onto the existing roadbed may not occur and
drainage plans must be revised to discharge into a small roadside
ditch rather than the grass lined swale on the existing plan, or
the revised drainage plan must be constructed.
"The Carnation City"
Mr. Lou Ficco
Ficco Bros Construction
March 4, 1992
Page 2
2 hope these three scenarios clarify the drainage requirements for
each. If you would like to meet to discuss these further in
detail, please call me at 235-2860.
Very truly yours,
e&b_
Bob Goebel, P.E.
Director of Public Works
City Engineer
BOG: Cs
cc: Glen Gidley, Director of Planning & Development
Steve Nguyen, Civil Engineer
John Oss, Sr. Project Engineer
Ray Winger, Mayor
030392FB.BOG
3
INSPECTION TICKET
JOB 3
ADDRESS-_
WW
DATE: ~ BLDG. PERMITM
PERMIT#
BLDG. CONTR. T _
~r `y C
SUBCONTRACTOR
DATE INSP. REQ.
TYPE OF INSP. 2-10V
INSPECTION MADE
REMARKS
INSPECTION TICKET
JOB
ADDRESS
~
DATE: BLDG. PERMITM
PERMITR
BLDG. CONTR.
SUBCONTRACTOF
DATE INSP. REQ.
TYPE OF INSP.
INSPECTION MADE
REMARKS
W.A. FORM 619
DEPARTMENT OF COMMUNITY DEVELOPMENT M92#17908
7500 wEST 29tn AveNUE BUILDING INSPECTION DIVISION PERMIT N0.
237•6944 ExT. 255 P.O. eoX sae CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN StGNED BY THE CNIEF BUILDING INSPECTOR ANC RECEIPTED BELOW.
/ .APPLICATIgU FOR MISGELLaNEOU5 r[.rcnm
IU yf~nvCC.~ J i.~.Sci 1 OWNER C C
JOB ADDRESS i~
,~J
CONTRACTORn /7 !7 2✓1L- Z:-:: qDDRESS
ADDRESS G f/"u X I~ PHONE _ ZIP CODE
CITY ZIp CODE Og CONTRACT PRICE $ f 3 Gv
DATE
'H
ONE ~tt
(a ~ LICENSE NO
.
1. TYPE GrounO ❑
Woll❑
Proieofin0❑
Other 5 a D Foce
2. MATERIAL
Tofal Squore Feet
SIGNS
3. ILLUMINATION Yea❑ No❑
TYDS
ElW. Permit No.
SET BACK FROM PROPERTY UNE N
4
_
5_ E
_ W
2ons_ Apprwsd,Zone Inspeetor
.
sd
i
(SDscifY which ie front )
❑
❑
❑ ❑
sopprw
D
lido Mon Thon BO% ODSnO
Leu Thon 80% Open
1. TYPE So
MATERIAL
HeiQht
FENCES
3 SET BACK FROM PROPER7Y LINE N
_
S_ E
W
Zmo- ADMwW,2ons InsDaeta
ved
Di
(SPecify which ia front)
❑
❑
❑ ❑
sapOro
I.
OTHER
2
3.
DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIKG aisianc.w rmOm n.vrcR(SETBACKS OR PROJECTIONS INCLUDED)
REAR PROPERTV LINE
Z
~
J
J
~
Y
f
r
z
w
,
~
0
w
~
u
~
FRONT PROPERTY LINE
~
SPECIFV NORTH
STREET NAME
SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERTY LINESiON IRREGULAR LATS, SHOW LEAST
DISTANCE TO PROPERTV L1NES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
ocoA111T Inm i cyviaF ien oAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME.
.
ELECTRICAL PERMIT
PLU
MBING
PER
MIT
-
MECHANICAL PERMIT
TATE LICENSE N0
STATE LICENS
E N0.
S
.
M
IST
2ND
3RD
4TH
N0.
F11EUCiiclaOneGo60~iiPropo~e ElxSda~
SIZE81LlEGAI
FLOOR
BS
ALUM
INUMN~REUNDER
FORCED AIR - BTU
NO.
WATER CIASET
FIOT WATER - BTU
TEMPORARY METER
WASH BOWL
STEAM _ BTU
NEW SERVICE - AMPS
BQTH TUB
AIR CONDITIONING-BTU
CHANGE SERVICE-AMPS
$HOWER
OTHEF
IIGHTING
SINK
P
REFRIGERATION SVSTEM
HEATING
GARBAGE DIS
Retri eront Grap
POWER SUB-CIFCUITS
WATER HEATER
Pounda C~ar e
UTILITY (RANGE, DISPOSER, ETC)
AUTO. WASHER
HER
AUTOMATIC SPRINKIER SYSTEM
FIXTURES
DISH WAS
EIEVATOR
WIRING MOTORS 9 CONTROLS
F1.00R DRAIN
$IGNS
URINAL
TRANSFORMERS RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FI%TURES
PERMIT FEE
1 hareby acknowledQe that this oODlico- - `
tion is correct ond understand tnat I USE TAX
cannot ttort thie Drojntt untit Ihia aDpli-
cotion is oDGroved. I shall comDlY witn TOTAL FEE
tM lawe o1 Ihe S1ote ol Colorodo ond to
}he Zoninq Requldtions and Bwldinp APPROVED
Code of the City ai Wneaf Ridqe. Any DISAPPROVED
violation ol tne a v rerme wi~lcause CNIEF BUILDIN INSPECTOR,CiTy of Wheat Ridge
+m~ediat revocat on f tnls 1Dermit
Date Issued
NOT VALID UNLE55
/ e / y f(6 'F
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS
OR RIDGI MI PRO1ICIIOfI DISIRIC1
P.O. Box 507
3880 Upham Street
Wheat Ridge, Colorado 80034
(303) 424-7323
December 16, 1991
Ficco Brothers Construction
2445 Youngfield, No. 350
Golden, Co., 80401
Dear Tony & Lou,
This letter is to serve as a letter of understanding regarding
our meeting on this date, December 16, 1991. Present at this
meeting was yourselves, John Eckert from the Building Department,
Dave Roberts & Dan Ladd from the Fire District. I, Dave Roberts,
requested this meeting at the fire station at 3880 Upham St.
concerning the fire alarm system after new information came to my
attention regarding the 1991 Uniform Fire Code requirements.
I previously sent you a letter on December 12, 1991, advising
you that the individual unit smoke detectors were to be tied into
the fire alarm system and that remote indicating lights for the
units be installed to show which unit is activated. This
requirement was under the 1988 Uniform Fire Code.
It has since come to my attention that the 1991 Uniform Fire
Code specifically states that the unit detectors shall not be tied
into the fire alarm system. Because of the change in the 1991
Uniform Fire Code, I am not requiring that the unit detectors be
tied into the fire alarm system, nor am I requiring that the remote
indicator lights be installed for each unit.
I strongly recommend that you seriously consider installing
the remote lights per unit since this will tell you which unit is
in alarm and will preclude opening doors to units to find out which
one is in alarm. The individual unit alarms will not be transmitted
to the fire alarm panel. You also need to be advised that there
will be no alarm transmitted in or out of the building when one of
the unit detectors activate. You will have to rely on some one
telling some one that the detector has gone off. The only time an
alarm will sound through out the building is if one of the hall way
(corridor) detectors is activated, or one of the detection devices
in the common area, or mechanical rooms, or the sprinkler system is
activated. Be advised that you do not have to act on the afore
mentioned recommendation of remote indicators.
In reference to the sprinkler system, you are only required to
have one (1) main line shut off valve. This valve will have to have
a tamper switch installed on it. The main line also requires a flow
switch which will indicate flow through the entire system. It is
your option as to whether or not you want to be able to isolate the
three floors when water flows. It again is your choice if you put
in flow switches on each one of the floors to tell you where the
flow is and if you put in floor isolation valves for each floor.
Should you choose to do this, each floor valve will have to have a
tamper switch on it so that the floors can not be shut off without
notification to the system. This is to protect you from some one
shutting down the system causing it not to be operational.
I recommend that you seriously consider valving each floor and
installing a flow switch on each floor so that you, along with the
fire department, will know which floor has water flowing. The
valves will allow each floor to be independently isolated in case
of a flow and will allow the remainder of the system to stay in
service and provide protection. Should you choose not to install
the floor valves, then the system will have to be shut off at the
main valve and the entire system drained before water flow will be
stopped. This could result in additional water damage to your
building.
I suggest that you look at the location of the incoming main
for the sprinkler system and if at all possible, you not run the
main under the length of the structure. Should you run the main
under the building and should it break, you could have serious
water damage to your structure. Again, this is only a
recommendation.
Should you have any further questions, please feel free to
contact me.
Respectfully,
/aLe
Dave Roberts
Fire Marshal
Wheat Ridge Fire
Protection District
cc:W.R.Building Dept.
W.R.Planning Dept.
file
MRT RIDGI RI PRO1IC1M DISINCT
P.O. Box 507
3880 Upham Street
Wheat Ridge, Colorado 80034
(303) 424-7323
December 12, 1991
Ficco Brothers Construction
2445 Youngfield, No. 350
Golden, Co.,80401
Dear Tony & Lou,
This letter is to advise you of the following requirements
regarding the proposed fire alarm system being designed for your
proposed building "B", Morningside Retirement Community. The plans
that I received from Jim Dawson Company failed to show and include
the detectors and remote indicators for each apartment unit as had
been previously discussed with Woodey from Jim Dawson Co. and
information concerning the required battery back up for the fire
alarm system. The plans are being sent back to Jim Dawson Co. for
inclusion of the missing items. I am requiring that the detection
of the inside units be part of the fire alarm system for monitoring
purposes and that remote lights over each apartment unit door be in
place to show which apartment unit is activated. When the plans are
resubmitted, they will be reviewed again for acceptance.
You expressed a concern regarding being charged for potential
false alarms. Be advised that if the alarm system is activated as
a result of proper operation of the system, no charge will be
assessed to you. However, if the alarm is a result of any of the
following:
1. A smoke/heat detector or zone was in an alarm mode for
no apparent reason or was malfunctioning.
2. The act or omission or an agent, employee, or
contractor of the management caused an unnecessary
alarm.
The act or omission of an alarm service provider
caused an unnecessary alarm.
4. A smoke detector was activated by cigar, cigarette, or
pipe smoke.
5. Alarm activated for no apparent reason or unauthorized
reset prior to fire department arrival.
6. Building owner or responsible party failed to respond
to building after fire department request.
then a charge for the
the current fee is a
allowed annual limit
detection devices.
Should you have
contact me.
alarm will be sent to you. Be advised that
charged rate of $250.00 per alarm over the
of 10 alarms for buildings having over 30
any further questions, please feel free to
Respectfully,
Dave Roberts
Fire Marshal
Wheat Ridge Fire
Protection District
cc:W.R.Building Dept.
W.R.Planning Dept.
OR RIDGI FIR RIMIOfI DISIRICI
P.O. eox 507
CITY OF WHEAT RIDGE
3880 Upham Sireet
=rF
Wheat Ridge, Colorado 80034
~
(303) 424-7323
~OV 27 1991
L~ L; • f:3 L7
COM"AUNI?Y DEVELOPMENT
November 27, 1991
Ficco Brothers Construction
2445 Youngfield, No. 350
Golden, Co., 80401
Dear Lou,
Pursuant to our conversation on 11-26-91, I am providing you
with a copy of: pages 48, 49, & 391, of the Uniform Fire Code,
1988 Edition, currently in use by City of Wheat Ridge and The Wheat
Fire Protection District. These pages cover Section 10.207, a thru
i, Section 10.301 inclusive, including page 50, which I delivered
to you on 11-26-91. It also includes Article 87, in particular,
Section 87.103 inclusive.
You raised the question of "alternative methods of fire
protection" in regards to not being able to install the water
system prior to above grade construction. The Chief, Chief
Davidson, under the authority having jurisdiction, Section
10.301(a),Uniform Fire Code, page 49, has made the determination
that the following method is the only acceptable alternative:
Provide an on site water storage tank capable of supplying a
total of no less than 300,000 Gallons. The tank must be heated to
prevent freezing. It must have three (3) five (5) inch outlets
fitted with "Stortz" connections. The tank shall be located not
more than 200 feet from the construction site. Physical on site
security must be provided on a 24 hour basis to insure no damage
occurs to the tank and the fire outlet connections. No on site
storage or use of combustible materials with out an acceptable
water supply will be permitted.
This determination is the result of multiplying the rated
discharge capacity of the pumpers responding, minimum of 3, plus
the required aerial truck, to provide fire flow for a minimum of 1
hour. The pumpers rated capacity is 1500 Gallons Per Minute
equaling a requirement of 1500 Gallons Per Minute times 3, equaling
4500 Gallons Per Minute, times 60 minutes, equaling a total of
270,000 Gallons for the pumpers' use. An additional 30,000 gallons
is required for the aerial unit. This unit will be supplied by one
of the responding pumpers. This alternative method must be
installed and available for use prior to above grade construction
and on site storage of combustibles.
Should you have any further questions regarding this project,
please feel free to contact me.
Respectfully,
Dave Roberts
Fire Marshal
Wheat Ridge Fire Protection District
cc:W.R.Building Dept
W.R. Planning Dept.
W.R.F.P.D.
10.206-10.207 UNIFORM FIRE CODE
manner deter or hinder the fire deparlmeN (rom gaining immediate access to said
equipmenl or hydranL A minimum 3-foot clear space shall be maiutained around
the circumference o( the fire hydranls except as otherwise required or approved by
lhe chief.
(b) Idenlification of Ilydranls or EquipmenL All fire protection equipment
or hydranls shal I be clcarly identi(icd in a manner approved by the chief to prevent
parking or olhcr obstruction.
Flre Apparatus Access Roads
Sec. 10.207. (a) Ceneral. Pire appnratus access roads shall be provided and
maintained in accordance with ihe provisions of this section.
(b) Where Required. Fire apparatus acccss roads shall be required (or every
building hereafler construcled when any pirlion o( an exlerior wall of ihe (irs[
srory is IocateJ more Uian 150 fect Gom fire depariroenl vehide access as
mcasured by vi unobslrucled route around tlie exleriorof lhe building.
EXCF,1'TIONS: I. When buildings am complelely protected wilh an approved
aulomalic fire sprinkicr syslem, Ihe provisinnx of Ihis seclion may M1e nxdi(ied.
2. Wben accezx roadways cannot tre inslalled due to topmgraphy, waterways,
nouncguliaMc gradcx nr olhcr simiLar cnnJilinns, Ihc chicf may requirc addilional
fire prnlcclion as slrccificJ in Sccliau III.1111 (b).
3. W hen there xrc nnl more ihan Iwo Group R, Division 3 or Gmup M Occupan-
cies, ihe requiremenls o( this section may be mndified, pmvided, in the opinion o(
Ihe chie(, fire-(igMing or rescne nperalinns wuuld not be impaired.
More than one fire apparaws road may bc required when il is detennined by the
chie( Ihat access by a single road may be impaired by vehicle congestion,
condition o( tcrrain, climalic conditions or olher (actors Ihal could limil access.
For high-piled combuslible storage, sec Scetion 81.109.
(c) Widlh.'Ihe wnobstructured widlh of a f ire apparetus access road shall be no[
less ihan 20 fcel.
(A) Vertieal Clearance. Pire apparatus access roads shall have an unobstructed
vertical ciearance of not less fhan 13 feet 5 inclies.
EACEP'170N: llpm npproval ccrtical clcarancc may bc rcduced, provided such
reduction dces not impair:i<cess by fire apparalus and approved signs arc inslalled
and maintained indicaling the eslnblished verticel clearance.
(e) Permissible Modificalions. Vertical clcarances or widlhs required by this
section shall be inereased wLen, in the opiniun uf lhe chief, verlical clearances or
widths are notadequaie tu provide fire apparnlus access.
(Q Surface. Fire appara[us access roads shall be designed and maintained ro
support ihe impnaed loads o( (ire apparams and shal I be provided with a sur(ace so
as lo providc all-wc:ilhcr drivinF capabilitics.
(g) ,firninK Rsldins.'Phc wming radius of a fire apparetus access road shall bc
as approved by ihe chiel.
(h) 7tirnarounds. All dcad-end fire apparaius access roads in excess of 150
(eet in Icngth shall be pruvided wilh approved provisions for the turning around of
(ire apparatus.
48
i
~
i
I
i
. _ . . . ~ _ , -.-..-~:.i ~
7988 EDITION 10.207-10.301
(i) ISridRes. W hcn a briJgc is required lo be used as aceess under lhis section, it
shall be cunsvucleA .mJ maiNaincJ in aceordaoce with the applicable sections o(
the 13uilding CoJe ;md using designcd livc loading sut(icien[ ro carry Ihe imposed
- loadso((ireappara(us.
(j) Crsidc. I'he gr.idicnt fur a lire apparalus access road shall nol ezceed Ihe
maximum approvcd hy Ihc chic(.
(k) Obslrucliun•'I'hc rcyuircd wiJih of any f ire app:valus acccss road shall not
he obsiruclcd in anY mamicr, induding parking of vchicles. Minimmn required
widlhs amJ cic.iranccs cslablizhcd undcr Ihis scetion shall bc mainlained at all
limce.
(1) tiigns. Whcn rcyuircd. approved signs or uther approved notices sh:dl be
rrovi({ed and maintained for f ire appara W s access roads lo iJenti(y such roads and
prohibit [hc obstruclinn thcrcof or both.
Premises Identi(ication
Sec. 111.2115• (A) (:enerxL Approved numhers or adJrcsses shall be placed on
all ucw anJ cxisting bu ildings in such a position as to be plainly visible and Iegible
Gom the sucel or road (ronting ihe prnperty. Said numbcrs shAll conlrast with their
backEn+unJ.
(b) titrecl or Road tiigns. W hen reyuireJ by ihe chiel, a strcet or road shall be
idcntificd wilh approved signs.
Key Box
y Sec. 10111Y• W hen access lo or wiihin a xtruclure or an area is unduly di(ficull
becausc of secured u1xnin€s or where immediate aceess is necessary for life-
s;rving or firrfighling purposcs, Ihe chicf niay reyuirc a key loz lo be installed in
,m acccssihlc locatiun.'fhe Acy hux shall be a type approved by lhe chief and shall
cunlaiu kcys in gain necessary acecss us reyuircd by ihe chie(.
Division ill
INSTALLATION AND MAINTENANCE OF FIRE-
PROTECTION, LIFE-SAFETY SYSTEMS AND
APPLIANCES
Installation
Sec 10.301• P1)1yPe Required. "fhe chie(shall designate Ihe lype and number
o( (ire applianccs lo bc installed and mainlained in and upon all buildings and
premises in ihe jurisdiction olher tlian privatc dwellings. This shall be done
accordinF lo lhc rclalive severily of proM1able fire. including [he rapidity with
which il may spread. Sudi applianecs shall hc ol a t)'pn smtahlc (or Ihc probable
class of I ire associaicJ with such builJing or premixs and shnll have npproval of
Ihc chic I : M
(b) Special Ilazards. In occupancies of an especially hazardous nawre or
where special h:nards exisl in addition to ihe nonnal hazard of ihe oceupaney, or
49
1988 EDITION
ARTICLE 87
FIRE SAFETY DURING
CONSTRUCTION, ALTERATION
OR DEMOLITION OF A BUILDING
87.101-87.103
Scope
Scc 87.III1. Any huilJing unJcrgoiug consWCtion, allcration or demolition
shall comply with the provisions uf this artidc.
Approval
Sec. 87J02. Approval of the salcty precautions required (or buildings being
conslructed, altered or demolishecl may be required in addilion to any other
approval required for u specilic nperaliun or process associated with such con-
slmction, alteralion or dcmolitiun.
F.CCF.PPION: Group R, Division 3 and Group M. Divisions 1 and 2
(kcupancics.
Fire Safety During ConstrucUon
Sec. 87.1113. (a) General. l3uildingx under conslruction shall comply with the
p«,vizi„i,s „r wis wcro,Il.
(b) Access Roads. I'ire deparnneN :icecss ruads shall be establisheJ and
maimained in accordance witli Sectiun I02117 uf this code.
ISXCISI''1lUN: W'hen approveJ hy Ihe fire chie(. Icn,porary access roads of a
oiJih. Mflcal dcir:mac and surlAce such as In permit access by firc deparlment
appar:eux m;i1' Ix periniucd unlil permanenl ro:iJs are installed.
Icl I1'ater Supply. N'aler mains ,mJ hyJr;mts shall be installed and be opera-
liunul in accordance with the provisions ul' Sections 10.301 (c), (e) and (Q of this
code.
1?XCF,P'f10N: «'he.n:ipprovedbylhefirechieLtemporarywatersupplyforfire
protcctiom may hc [vnniucd, pcnding installalion o( permanent fire-prolection
scstcros.
(d) F'ire Extingnishers and Standpipes. I. Ceneral. During the constmclion
e
o(a building and unlil ihe penuanent lire-extinguishing system has been installed
I
and is in scrvice, fire prntection shall be provided in accordance wiUi this section.
s
2. Fire exlingnishers. 'I'hc chicf may Jesign;de the mmnber and type o( fire
exlinguishcrs to bc providcd lior all buildings under consiruclion. '1'he lype of
appliancc shall M1c suilablc lior Iire :issociatcJ with Ihe 6azards present.
3. Whcre reyuired. Every building six +turics or more in height shall be
I
provided wi[h not less tlian one standpipe Cor use during constmetion. Such
B
slan<IpipesshallFeinslalledwhenlhepro@ressofconstruclionisnotmorethan50
~
fcet in hcight abovc grade. Sudi slandpipc shall be providcd wilh firc deparlmenl
i
hose eonneetions at accessible loealions acllacent to usabie slairs and the sland-
pipcoWletsshallbelocaleJaJjxenltosuchusablestairs.Suchstandpipesystems
e
SI18II 60 CSlCI1lIC(I AS COI15(I'UCUOII progresses ro within one (loor of the highest
B
point of construction haring secured dceking or fluoring.
,
391
NOT RIDGI Rt R1R110(1 DISIRICT
P.O. Box 507
3880 Upham Street
Wheat Ridge, Colorado 80034
(303) 424-7323
11-19-91
This document is to serve as a letter of understanding as a
result of the meeting held at Wheat Ridge Fire Station #1, 3880
Upham St, Wheat Ridge, Colorado, on 11-19-20 concerning the project
known as Morningside Retirement Community to be located at the
approximate 3600 Block between Upham Street and Vance Street being
developed by Ficco Brothers Construction.
Present at this meet were: Tony and Lou Ficco, developers, Jon
Langdon, sprinkler contractor for Ficco Brothers Construction,
Perry Nickle, Wheat Ridge Water District, Meredith Reckert, City of
Wheat Ridge, Department of Community Development, Planning
Division, John Eckert, City of Wheat Ridge Building Department, Dan
Ladd, Wheat Ridge Fire Protection District Manager, Dave Roberts,
Wheat Ridge Fire Protection District Fire Marshal.
This meeting was a joint meeting with the entities involved to
resolve problems that resulted in a letter being generated to the
City of Wheat Ridge Building Department from Dave Roberts, Wheat
Ridge Fire Protection District, requesting that no building permit
be issued to Ficco Brothers Construction until concerns regarding
the development could be properly addressed by the developer. The
parties present at the meeting were asked to be there so that a
common understanding could be reached and the project continued in
the proper manner.
The first concern addressed was whether or not the developer,
Ficco Brothers Construction, received a copy of the original plan
review conducted by Dan Ladd expressing the concerns of the Fire
District/Department. Both Lou & Tony Ficco stated they had not
received that information. A complete copy of the information was
provided to them in the meeting by Dan Ladd. In the future, all
correspondence concerning this project will be sent to Ficco
Brothers Construction to insure that information is properly
received.
The next concern addressed was the need to provide required
water for fire flow to the site. This issue will require the
looping of the water mains currently located in Upham Street and
Vance Street through the site on the north side of the project. It
will also require the installation of two fire hydrants to be
located at the intersections of Upham Street and Vance Street. The
requirement for onsite fire flow is 1500 Gallons per Minute. Perry
Nickle stated that he believes that this flow can be accomplished
by looping the water system as described above. It is the intent of
Ficco Brothers Construction, as stated by them, to loop the water
system, as described above, and to extend a water line to the east
into the project by tapping the current water main located in
Wadsworth Boulevard. A fire hydrant is to be located between the
two larger buildings located on the south side of the property.
This will provide for a total of three fire hydrants that will
service this project. If the developer wishes to relocate the
position of the required hydrants, he can add addition hydrants and
extend the water main to meet the chanqed needs. In no case shall
hydrants be located more than a total of 600 feet apart. Any
reconfiguration of the fire hydrants currently spoken to may
require water line extension and additional hydrants. Ficco
Brothers Construction will meet with Wheat Ridge Water District to
accomplish this requirement. Water main, fire hydrant installation,
and a required fire flow of 1500 Gallons per Minute must be
accomplished prior to the issuance of an above grade building
permit by the City. Jon Eckert agreed to this issue regarding the
issuance of the building permit. Perry Nickle is to provide a copy
of the actual water flow at the site once the water line and fire
hydrants are installed on the north end of the project. If the
required 1500 Gallons per Minute flow can not be met, alternative
methods of fire protection will be explored by the developer, the
City, and the Fire District prior to the issuance of an above grade
building permit by the City.
The next issue addressed was that of the requirement to
provide an all weather hard surface access road. This would require
that the proposed road way on the north side of the project link
Vance Street and Upham Street together and extend to the east
midway of the proposed buildinq. It would also have to extend south
to the mid portion of the proposed building. A secondary access was
discussed that will access the property from Teller Street, thus
allowing for only the Upham Street access to be all weather
surface. Tony and Lou Ficco both stated that they felt it would be
more advantageous to provide access from Upham and off of Teller to
the site until the road way could be adequately extended to Vance
Street. It was at this point that they stated the development is to
be conducted in three phases. The first phase is to include the
current building located toward the east end of the development and
known as building "B", to also include garage structure known on
the plans as garage building "D". It was agreed that it would be in
fact be more desirable to have vehicle access from Upham Street and
Teller Street, currently serving as a construction access, than to
provide access form Vance Street at this point of the development.
As it stands now, vehicle access will be provided from Upham Street
and from the Teller Street construction access road.
The next issue addressed was the size of the access road way
around the project. The design of the road is 25 feet wide. If a
vehicle is parked in the access road, distance is sufficiently
decreased and it is possible that emergency equipment could be
blocked by the parked vehicle. Meredith, Tony, & Lou assured
everyone that the road way is a dedicated fire access lane and no
parking will be allowed. I, Dave Roberts, asked that the road way
be properly posted as an emergency access (fire lane) so that
proper enforcement measures can be taken in the event a violation
occurs. Both Tony & Lou assured me that there was more than
adequate parking in the development and that the problem should not
exist, however, they were willing to post the road way as necessary
to insure proper compliance.
The next issue to be addressed was that of the crawl space
area located under the buildings. Both Lou and Tony again assured
me (Dave Roberts) that the occupants of the building would not have
open access to this area for storage purposes and that only they
and their maintenance personnel would have access to this area for
maintenance purposes and that there would be absolutely no storage
in the crawl space area under any of the purposed buildings. They,
Tony & Lou, would provide me (Dave Roberts) with a letter stating
that the area is not accessible to the occupants for storage, that
there will be no storage in the crawl space area, and that the only
individuals authorized to be in this area is themselves and their
maintenance personnel.
The next area of concern was that of the elevators and whether
or not they were of adequate size to accommodate a stretcher in the
event of a medical emergency requiring removal of the individual
from the above grade levels. They, Tony & Lou, both assured us
again that the elevators would be of adequate size and this
situation will be handled through the building department and the
state elevator inspectors. Appropriate plans will be provided to
the building department.
The next issue to be addressed was the question of the
requirement for installation of the fire protection sprinkler
system. Jon Langdon asked if the building could be sprinkled in
accordance with N.F.P.A. 13-R since the building met the
requirements of that standard. Dave Roberts stated that he would
review the situation, make a determination, and advise Mr. Langdon
as to whether or not this would be acceptable.
The next issue to be addressed was the need for plans
regarding the fire alarm system that must be installed. Both Tony
& Lou were advised of the need to supply plans and that the system
must be a Class A fire alarm system. They stated that they would
meet the required needs and address the situation as needed in
order to meet the requirements.
After these concerns were addressed, John Eckert presented Lou
with a letter from the city and advised him to take up any issue
that he had with the letter with the appropriate people at the
city.
This concluded the meeting and everyone adjourned.
Respectfully submitted by Dave Roberts, Wheat Ridge Fire Protection
-
District~ /~~1Q
./1 /4ti7-
cc: Meredith Reckert, Planning Dept.
John Eckert, Building Dept.
Jon Langdon, Adnil Fire Protection
Ficco Brothers Construction, Tony & Lou Ficco
Dave Roberts & Dan Ladd, Wheat Ridge Fire Protection District
Perry Nickle, Wheat Ridge Water District
2.,
RECEP7'I(;N N0. 91089132
9/27/91 14:05 5.00
RECORDED IN
COUNTY pF JEFFERSON
STATE OF _r.OLORADO
O~ AFFIDAVZT
a
STATE OF COLORADO ) /~I
) ss.
COUNTY OF JEFFERSON )
Doris M. Ibbison, of legal age, being first duly sworn upon
her oath, deposes and states:
l. The Hubert A. Ibbison Spouse's Trust was established by
the will of Hubert A. Ibbison, with domiciliary probate at
Jefferson County District Court, Probate Division, Case No. 85 PR
304, Golden, Colorado, on March 25, 1985.
2. Affiant is the original and acting trustee of the
above-described Spouse's Trust and is empowered to act on behalf
of the Spouse's Trust pursuant to C.R.S. 38-30-166, as amended.
3. Affiant's address is 3615 Teller Street, Wheat Ridge,
Colorado 80033.
Further, affiant sayeth not.
Doris M. Ibbison
The above and foregoing Affidavit was subscribed and sworn
to before me this ?-.PK- day of September, 1991, by Doris M.
Ibbison.
FTITNESS my hand and official seal.
commission expires:
Notary public
''.[Sn
;
ERl RIDGI RI PROTIC110(1 DISIRICT
P.O. eoX 507
3880 Upham Street
Wheat Ridge, Colorado 80034
(303) 424-7323
TO: John Eckert
City of Wheat Ridge
Building Department
Wheat Ridge, Co.
November 12, 1991
FROM: David Roberts
Wheat Ridge Fire Protection District
Wheat Ridge, Co.
SUBJECT: Morningside Retirement Community
Fico Brothers Construction
Dear John,
I am writing this memo to you to request that you DO NOT issue
a construction permit to Fico Brothers Construction for the project
that is to be known as Morningside Retirement Community that is to
be located between Upham Street and Vance Street, at approximately
the 3600 block of said area. As of this time there has been no
communication with the developer concerning the installation of
water mains to the project. He has been advised of the need to
supply a minimum of 1500 Gallons Per Minute on the site in order to
meet minimum requirements for construction. I have been contacted
by Mr. Jon Langdon of Adnil Fire Protection concerning the
requirements for sprinkling the buildings and he provided a set of
plans for building # B. Additional plans are needed in order to
perform a proper review. The plans need to include a water system
plan and hydrant location for Fire Department approval. The
question of a hard surface for fire access, adequate on site water
supply, and approved hydrant locations needs to addressed before a
construction permit is issued.
As soon as the above mentioned issues are addressed
satisfactorily, along with whatever additional comments and or
requirements concerning the project that develop as a result of
furtheX plan review are concerned, then if the proper requirements
have been met, a construction permit can be issued. Until that time
I respectfully again request that the permit NOT be issued. Thank
you for your cooperation in this matter.
rs ectfully,
Dave Roberts.F.P.D.
/
RECE1'TION NO. 91089131
9/27I91 14:05 5•00
RECnRDED IN
O COLTNTY OF JEFFERSON
~ b STATE OF COLORADO
~ AFFIDAVIT
STATE OF COLORADO )
) 55.
COUNTY OF JEFFERSON )
Doris M. Ibbison, of legal age, being first duly sworn upon
her oath, deposes and states:
1. The Hubert A. Ibbison Family Trust was established by
the will of Hubert A. Ibbison, with domiciliary probate at
Jefferson County District Court, Probate Division, Case No. 85 PR
304, Golden, Colorado, on March 25, 1985.
2. Affiant is the original and acting trustee of the
above-described Family Trust and is empowered to act on behalf of
the Family Trust pursuant to C.R.S. 38-30-166, as amended.
3. Affiant's address is 3615 Teller Street, Wheat Ridge,
Colorado 80033.
Further, afPiant sayeth not.
Doris M. Ibbison
The above and foregqing Affidavit was subscribed and sworn
to before me this day of September, 1991, by Doris M.
Ibbison.
WITNESS mv hand and official seal.
Mv commission expires:
.
'Notary Publ ic
: [SEAL~
~ 1-" '
~Siemrded at _
Re:c ption i.
~
~
c~ y
c w
~
~
o'clock - M.,
WARRANTY DEED
RECEPTION N0. 91089134 ~
9/27/91 14:05 33.20
RECORDED IN
COUNTY OF JEFFERSON
STATE OF COLORADO
THIS DEED, Made this 25th day of September ,
i9 91, between Doris M. Ibbison
of the * Counry of Jefferson and State of
Colorado, grantor, and ARth0riY M. F1CC0 aTKl I,OU1S J. F1CCO
25th
whuse legal address is 2445 Youngfield, #350 Wheat Ridge, Colorado 80033
ofthe County of Sefferson and Statc of Colorado, gcnn[ee:
WITNESSETH, Tha[ the gran[or for and in consideration of the sum of
Ten Do11ars and other good and valuable consideration --------------"--'-Rilnoow
the receipt end sufficiency of which is hercby acknowledged, has granted, barguined, mld end conveyed, and by Ihese presen[s does grant, bargain, sell,
convey and confirm, unm the gcnmee, his heics and usigns forever, all the real pmperry mgethec with improvements, if any, siwme, lying and being in the
Counly uf Jefferson and Slale uf Colurado described as folluws:
Her undivided interest in and to the following describecl property:
For legal description, see Echibit "A" which is attached hereto
and incorporatel herein by reference.
: as known by streel and wmber as: VdCclIlt. I+cZIYd
TOGETHER with all and singular the hemditaments und appunennnces Ihercm bzlonging, or in anywise apperlaining, and the reversion and
mversions, remainder and remainders, rents, issues and proh[s thereof, and nll the estate, right, tiUe, interest, claim nnd demand whatsoever of the
, grantoy either in law or cyuity, of, in and to the above bargained premises, wi[h the hercditaments nnd appurtenances.
TO AAVE AND TO NOLD Ihe suid premises above bargained xnd deseribed, w{th the uppurtenances, unto the gcnntee, his heirs nnd assigns
focever. And the grantor, for himself, his heics, und peesonnl represen[alives, does covenant, gran[, bnrgain, and agrec to anJ with the gran[ee, his heirs and
. assigns, thut atthe time of the ensealing and delivery of these pcesems, he is well seized of the premises above conveyed, has good, sure, pcrfect, absolu[e
anJ indefensible estate of inheritance, in law, in fee simple, and has good eighL full power und lawful authority Io grant, bargain, sell and convey the same
fn manner and form as aforesaid, and tha[ the same are free and clear &um all fomier and uthec gcanu, burgains, sales, liens, tves, assassmen[s,
encumbrnnces nnd restrictions of whalever kind or naWre wever, excep[ pagpni[1tS , rights-of-way, reservations,
' exceptions, or restrictions sha•m of recard, and real property taxes for 1990,
due and payable in 1991, and real property taxes for all subsequent years,
! which grantees assume and agree to pay.
The grantor shall and will WARRANT AND FOREV ER DEFEND the above-bargained premises in the and peaceable possession of the grantee,
his heirs and assigns, against all and every person or persons IawfWly claiming the whole or any pan chereof. The singular number shali include the plural,
the plural the singular, and the use of any gender shall be applicable to all genders.
. IN WITNESS WHEREOF, the granror has executed this deed on the date set for[h above.
Doris M. Ibbison
STATE OF COIARADO
ss.
County of Jefferson
.`,'1'lie foregbmg+r~flument was acknowledged before me this
,,`~`_.:nv Pori$ N,ison.
^ • F i.
: p,
/ f
81 ,{vy eommis4iv6 enpitCs;r k R, 7- 19
''If in Denver, inser[ "Ci[c and
j ! C~
day of September , 1v 91
Witness my hand und oNicial seul.
~
Notary N+bllc
~ _ . . . . _ . .
No. 932A. REV. 7-84. ~ WARHANTY DEED (For PoMOgraphic Recard)
Brudford Publishing. 1743 Wazae SL, Uameq CO A0202 -(303) 292-2500-3-90
~
j .
ZL071L DEBCRZPTION
RECEPTION NO. 91089134
described in said Book 26 at Page 321;
thence North 2 deg. 54 min, 15 sec. West along the E ~
tract of land described in said Book 26 at Page 321iaadiststi
lannecef
feet to the True point of Beginning,
oof 2that19.98
andept any portion thereof lying within Teller Stree't,
Except the followinq described parcel:
A tract of land located in the Northeast ons-quarterlof Section 25,
Township 3 South, Range 69 West of the 6th P.M., Citp~ of Wheat Ridqe,
.7efferson, County, Colorado, described as follpws: ~
Beginninq at the Northeast corner of eaid Section 261;
thence S 89 deg. 38 min. 213 sec. W
one-quarter of said Section 26 a distance ofe1478t50'fQet ta
Northeast corner of that tract o£ land described in Book 26 th~ Northeast
of the official recorda ot JefPereon Count the
thence S 3 deg. 08 min. 41 sec, Y, Colorado; at PaSe 321
land described in said Book 25 B' along the East liq~e of that tract of
thence S 89 deg. 38 mfn. 23 sflcatWpagg 321 a distance of 662.7g feet;
Northeas ~anater of said Sactiona2611andto the ~orth line of the
recorde of JefferaoneCounted ~n $ook 175 at page°2z3tof L°uth line op
dietance og 21,62 peet. Y, olorado, and its Eastelly extensionlal
thence S 3 deg. pq min, oo sec. W
Point of Beginning; , 8 distance of 50,
thence 5 89 deg. 38 min. 23 sec. 00 feet to the True
thence S 0 deg. 32 min, ZZ sec,
W W' a distance of 1001.51
~n the North line of that tract ' a distance of feet;
~f the ofPi 169.b8 feet to a point
cial records of land described
:hence N eg de oP Jefferson county, ColoradoBOOk 387 at paqe 87
08.009 feet; g~ 3$ min. 23 sec. E, along eaid North
hence N 3 deg. 04 m1n. line a distance of
f Seginning, 00 sec. W, a distance of 169,
ounty of Jeffersoa, State of 47 feet to the
point
Colorado.
I .;~t:~'~~`. ~'U:'•,.
i~
EXfIIBIT "A"
LHC}AL DEBCRSPTION
RECEPTION NO. 91089134
A tract of land located in the Northeast one-quarter of Section 26,
Township 3 South, Ranqe 69 west of the 6th P.M., City of Wheat Ridqe,
Jafferson County, Colorado, described as follows: I
Beginning at the Nartheast corner oP said Section 26;
thence South 89 deg. 52 min. 49 sec. W, along the Nqrth line of the
Northeast one-quarter of said Saction 26 a distancelof 1478.50 feet to
the Northeast corner of that tract of land described in Book 26 at Page
321 of the official records of Jefferaon County, Co~-orado;
thence South 2 deq. 54 min. 15 ssc. East along the East line of that
tract of land describad in said Book 26 at Page 321 Ia distance of 662.78
feet to the True Point of Beginning;
thence south 89 deg. 52 min. 49 sec. West parallel tp the North line of
the Northeast one-quarter of said Section 26, and al'br.g the South line of
that tract of land described in Book 175 at Paqe 2231of [he official
recorda of JefParson County, Colorado, nnd its Eastexly extension a
distanca of 533.83 feet to the Southwest corner of that tract oP land
described in said Hook 175 at Page 223;
thence xorth o deg. 05 min. 19 sec. west parallel tol.~the West Zine of tha
Northeast one-quarter of said Section 26 a distance of 0.33 feet;
thence south 89 deq. 55 min. 11 sec. West a distancelof 393.50 feet;
thence North o deg. 05 min. 19 sec. West a distance of 0.99 feet to the
Southeast corner of that tract of land described in Book 1092 at Page
528;
thence South 89 deg. 52 min. 49 sec. West a distancel~oP 220.53 feet to
the xortheast corner of that tract oP land describedlin Book 1204 at Page
466 of the official records of Jefferson County, Col4rado;
thence Southerly along the Easterly line of that tra t of land described
in said Hook 1204 at Page 466 the following 2 course~ and distances:
i) south 1 deg. 37 min. 49 sec. East a distance of 1~86,21 feet;
2) South 0 deg. 33 min. 41 sec. West a distance of 2I53.48 feet
to a point on the South line of that tract oP land de cribed in Book 46
at Paga 131 of the official records of ,7efferson Coun~y, Colorado;
tracteofoland8describad innsaid Book 46gataPage 131 aldistance of 737t7o
feet to a point on the West line oP that tract of land described in Book
387 at Page 87 oP the official records of ,7effersor 2qunty, Colorado,
thence North and East along the West and North lines qf that tract of
land described in said Book 387 at Page 87 the fo2lowing 2 couraes and
dietancee:
1) NoTth 0 deg. 05 min. 19 sec. West a diatance oP 218.28 feet;
2) North 89 deq . 52 min. 49 sac. £ast a2ong the Nort2i line of that tract
387 atpoint on the EastEline~of!thatntractaof land
~
TEL hJo .
PEpEHiCO PCrJA
1A9ya'
Feb 2E5,g2 9:02 PIo.002 P.02
CASE NUM6ER' M-&5-43-A
CITY AND COLTNTY OF DEN'VER
DEPARTMEIYT OF PUBLIC WORHS
BUILDINC INSPECTION DItiSS10N
CERTZFICATE OF APPROVAL
3640 H YORK STREET
DEhVEIi, CUI.OkADO 80205
INAME QF APPLI.ANi' i,~
ADDRFSS
AATE 5U6MITTED
Duyle & Associates, inc,
4573 Pecos
Street
ORIGINAL: 4-22-85
Uenver, OD
80211
qMEHDED: R-21-86
NAME OF PRODUCT OR SYSTEM I
Banci-sea: Exparision CoL[ilings.
MR 56 15EXP, hLR 56 22EXP, MR 5633EXP, MR Sb
44EXP.
, E4U'ESTEA USE
VERTFICATION ~
I Flexible expansion joints.
(
Uaca
Sutmitted
,.cCOMh1ENDEU FOR APPROVAL BY:
CCDE
A(PZ-IORITY
'
(
_
'
J. Tanigawa, PE Peputy Director
~
al En
ineer
~r
`
i
~
i
PE M
h
g
,
an
c
~
. Henn
g,
ec
C
Secti
on 111, llenver f3uilding Code
J. Wathen, Cnief Pl,.ambing Inspector~J
G. Lirdsay, Research Analyst (>l~ <<
ACCEPTED USE ~
r~---------
DATF OF APPROVAL
i As reLquested, see reverse side for limitatio
ns.
September 2, 1986
I
IhF;MAF2ICS
I
I
~ SEE REVERSE SIi%E Mt2 GESC'RIfTZON
i
REQUIREMLCiTS
TtiIS APPROVAL IS SlIB3ECT 'IO 'Il-]E COIYPiTiON5 LISTEP HEREIN. AM' CHANGE IN
TFiIS FRUL7IJCI' OFt METHOU, WI2HUUT FRIOk APPRi)V.4L HY Tr1IS DEFAkTMEN'P, WILL
VOIU THE AFPRVVAL. TF A CHANGE IS MADF., AN AMENAED APPLICATION ANA FEE
SHALL BE AS DETERMINE➢ BY THE DEPARTMGNTT. TFiE CITY AND GU(Jh"PY OF DENVER,
NOR Tr]E BUILDT_NG UE:PAk'I'MEMi' IN Nc] WAY ENIX:RS£5 `Pr1I5 PkUUUCT CJFt MGTHQ .
4+
~ MALCOLM E. SNYDER, P.E.
DIRGCTUR
AN4 17) Rev. 1-74) Bldq.
.
TFL I+i_~ , - - - - - - - - - - - - - - - - -
Feh 26 G il'? No.00=' P.03
PAGE 2
I_ DESCRIPTION:
Rubber sleeve is a combxnation of nacu:al and synthetic rubber• Worm
gear clamps are 300 series st.ainless steel.
II, APPkOVAG: ABL?ITTCM1AL ftF.QUIREMEX'T.'S, LIAtI7'A'I'lOXS:
Approved for use zn the City and Gdunty of Denver when inscallad in
accordance wi*h the applicabie pc>rtior_s of the Uenver 6wlding Ccxie,
the manufacturer's instructions and wiehin the fcllowing limltations.
1. These fictings ar2 approved for use in above ground installations only.
L, ppproved ior use on vert~Lcal tisers only. Pipc must he in aliyrunent
and supported in such a iaanc:er so that na .tress is places on the
f;.tting.
3. Approvu-d for dtain, wasta and veiit sta.^.ks.
,_------lemrded ai
Receplion No.
THIS DEED> Made this
~ between
Sarah E.
l
Caunty of
o'clock - M.
WARRANTY DEED
RECEPTION NO. 91089135
9/27/91 14:05 33.20
RECORDED IN
COUNTY OF JEFFERSON
STATE OF rpLpgpDO
25th day ot September , iv 91,
Kopf
ol the ~
, S[ate of Coloradu, gruntor(s) and
Anthony M. Ficco and Louis J. Ficco
whose legal address is 2445 Youngfield, #350, Wheat Ridge,
80033
~
o( the Counry o( JeffeTSOII , State o( Coloradn, granme(s):
WITNESSE'fH, That the granror(s), for and in consideration of the mm of
Ten Dollars and other gocxl and valuable consideration-------------------- XKXEXW
thc rccelpt znd su(ficiency of which is hereby ncknowledged, ha S geanted, bergaineJ, sold and conveyed, and by thesa presents do eS grant,
bm'galn, sell, convey, and confirm, unto the grantee(s), t]]elY' heirs and assigns forever, nll the real pruperty. Iogether with improvemems,
if nny, situate, lying and being in the Cuunly ul Jeff2L'SOTl , Stare ol' CoWrado,
describcd as follows
Her undividecl interest in and to the follaaing described property:
LL;
For legal description, see F~chibit "A" which is attached hereto
4 I~~ and incorporated herein by reference.
o V1
¢ ~ n
~ also known by street and number ac: UdCdRt laRCl
I
TOGETHER with ull and singular the hereditamenu and appurtenance+ Ihereto bzlonging, or in unywise appenaining, und the mversion and
rcveaions, rzmn{nder and rnnainders, renls, issues und pwllts ihcrcol, und all the c+wtc, righi, tldt, inicrcsi, dulm uud demund whatsucvur ul the
granfor(s), either in Inw or equily, o(, in and tn the above bnrgained premisci, wilh the hercditainentti und appurtcnunces.
TO HAVE AND TO HOLD the +uid premiscr above bacEained and described with the appurtennnces, unto ihe gcantee(y), t]1elP heirs and
~acsigns (orever. And the grenior(s), (or helsel f ]]eZ' hein and peaonul rcpm+enlaiive+. do eg cucenxN, pranL 6urgain, and
, agreemandwiththegrantee(s), }helTheirs andnssigns,thatatthelimeo(iheens'ealingunddelivtry ofthesepresenls, 3t12 Wd3 weil
. seized oC the preinises above convcyed, hu S good, suro, per(ut, absoiute and indeleasibie estaic o( inheriiance. In luw, in fee simple, and
ha S gwd right, (ull power and autliority Io gram, barguln, tiell and convey the .ame in manner and lonn us uloreaniJ, und that the s;une are Crce
. and clzar Gom nll former xnd other gmnts, burgains, sules, liem, tmea, assessmems, encumbranres, and restricGons u( whumver kind ur nawre Sozvzc
ex«Pt easesreszts, rightsrof-way, reservations, exceptians, or restrictions shaan
' of record, and real property taxes for 1990, due and payable in 1991, and real
property taxes for all subsec;uent years, which grantees asswre and agree to pay.
6
The gramor(s) shall and will WARRANTAND FOREVER DBFEND the above-bucguined promises in the yuiet nnd peuceable possession of the
. granteclsl, t1elY hisheirsand issign+,ngufn.tallundeverypersonorpersunslawfullycluimingLhewhulcnruoypnruhereo(. IN WITNESS WHEREOF, the granlor (s) hn S executed lhis deed on the dale set firth aMrve.
Sarah E. Kopf
' . RECEPTIpN NO. 91089135
LL4J1L DLBCRIPTION
described in said Book 26 at Page 321; ~
thance North 2 deg, 54 min. 15 sec. West along the East line of Lhat
tract of land described in said Book 26 at Paqe 321ia distance of 219.98
feet to tha True Point of Beginning, I
andept any portion thereof lying within Taller Straet,
Except the followinq described parcel:
A tract of land located in the Northeast one-quarter of Section 25,
Sefferson3 CSouth, ounty,RColoradoWedescribed ashfoP.M llowscitr of Wheat Ridge,
Begihning at the Northeast corner of said Section 251 l~
thence S 89 dsq, 38 min. 23 sec. W, along the North line of the NorthedSt
one-quarter of said Sactlon 26 a distance of 1478.501feet to the
Northeast corner of that tract of land described in Book 26 at Page 321
of the official records of JefPeraon County, Colorado;
thence S 3 deg, 08 min. 41 sec. E, along the East li4 of that tract of
land described in said Book 26 at Paga 321 a distance of 662.78 feet;
thence S 89 deg. 38 min, 23 sec. W parallel to the t~orth .line of the
Northedst one-quarter of said Secti on 26,
that tract oP land de$cribe@ in Book 175at n page~2z3 of the official
recorde of Jefferson County, colorado g the South line of
distance of 21.62 feet~ , and its Easterly extension a
thence S 3 deq, pq min. 00 sec, W, a distance of 50,00
Point of Beginning;
thence 5 89 de feet to the True
thence S 0 de g 38 rain. 23 sec. W, a distance of 100
on the North gine2oftthatZtract of landsdescribedlin.g1.51 ookf387'
of the official records of GS feet to a point
thence N 89 deg, 38 min. 23Jsecerson county, Colorado; at Pa9e 8~
108.009 feet; E, along saxd North line a distance of
thence N 3 deq. 04 min. 00 sac. W
of Beginninq, , a distance of 169, 7
County of Jefferson ~ feet to the Point
, State of Colorado.
.t. ' RECEPTION NO. 91089135
E74iIBIT "A"
LBC}AL DEBCRIPTIOH
A tract of land located in the Northeast one-quarter of section 26,
Sownship 3 South, Range 69 west of the 6th P.M., City of Wheat Ridge,
Jafferson County, Colorado, described as follows: j
Beginning at the Northeast corner of said Section 26,;
thance south 89 deg. 52 min. 49 sec. W, along the Nqrth line o£ the
Northeast one-quarter of said Section 26 a distancelof 1478.50 feat to
the Northeast corner of that tract of land described in Book 26 at Page
321 of the official records of Jeffaraon County, Colorado;
thenca South 2 deq. 54 min. 15 sac. Eaet along the East line of that
tract of land described in said Hook 26 at Page 3211a distance of 662.78
feet to the True Point oP Beginning;
thence south 89 deq. 52 min. 49 sec. West parallel t,o the North line of
the Northeast one-quarter of said Section 26, and aliong the South line of
that tract of land described in Book 175 at Page 2231of the official
recorda of JefPerson County, Colorado, and its Eastexly extension a
distance of 533.83 leet to the Southwest corner of tpat tzact of land
described in said Hook 175 at Page 223; 1
thence North 0 deg. 05 min. 19 sec. Wast parallel to'the West line of the
Northeast one-quarter of said Section 26 a distance of 0.33 feet;
thence North o9degg.055mmnn 191sese. cC Westtaddistance distanc93.50 elof
feet eto;the
Southeast corner of that tract of land described in Hook
528; 1092 at Paqe
thence South 89 deg. 52 atin. 49 aec. West a distancelof 220.53 feet to
the Northeast corner ot that tract oP land describediin Book 1204 at Page
456 oP the official records of sefferson County, Colorado;
thence Southerly along the Easterly line of that tra t of land described
in said Hook 1204 at Paqe 466 the following 2 courge~ and distances:
1) South 1 deg. 37 min. 49 sec. East a distance of 86,21 feet;
2) south o deg. 33 min. al sec. West a distance of 2153,48 feet
to a point on the South line of that tract of land de cribed in Book 45
at Page 131 of the official records of ,Tefferson Coun~t
thence North e9 deg, 52 min. 49 sec. East along the SputhCline$of~that
tract of land described in said Book 46 at Page 131 aldistance of 737,70
feet to a point on the West line oP that tract of land described in
387 at Page 87 of the official records of .7efferso
thence North and East along n Count
the West and North linea Rg that tract $ook
land described in said Book 387 at Pdge 87 the PolloWing 2 courseadand
diatances:
of
1) NOrth 0 deg. 05 min. 19 sec. West a distance oP 21
2) North 8.26
feet;
89 deq 52 min. 49 sac. 8net alohg the NoYth line of that tYact
described in said Hook 387 at Pa ge 87 and its Easterlyj extension a
distance of 423.83 feet to a point on the East line of!that tract of land
7500 WES72gth AVENUE
237-6944 EXT. 255 P.O. BOX 638
PERMIT VALID ONLV WHEN SiGNED BY
INSPEC
ANC RECEIPTED BELOW.
PERMIT N0,'V f~ ) ;7
JOBqDDRESS j6 Z/ NrrLIUATION FOR MI;
~".fP C E'
CONTRACTOR fi/ c G o r3 lqOS Cn gG~ n'
ADDRESyS/ _a y</J^
CITY L✓OC/J-2.(/ ZIpCODE P1~2
PHONE ~ 3 V- U06 3
LICENSE NO.
OWNER - F1 cc ~ (3/3oTy P/? S ,
ADDRESS -~?vy S- L/pG F Pt i>
'4-~ 3 S'ci
PHONE a- 3 Y-ov G 3 ZipCODE '?t'
CONTRACT PRICE $ DATF /.Z - .
::q SET BACK FROM PROPERTV LWE N__ g__ E
W Zon~__ AOWOV~d,2on~ Insp~ttw
(Spstify whic~ ia front) ❑ n n h
TYPE SolidO Moro Than 80%
7EIS MATERIAL
SET BACK FROM PROPERTY LINE N__ ;
(SpetifywAith itiront) n
I. LfY/S //'//T'
OTHER 2 r3Lp G 3, nF moRn.iN~c..
3.~4
Ltu Thon BO%
W ZOi AppraW,Zons InsOeeta
❑ n~......_.._.
c'iLT.
DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVII:u p157ANCES FROM ppppERTY LINES.
($ET8ACN5 pR PROJECTIONS INCLUDED)
Y3 C l~ c-
/
a ~ v/L/~iS
See /~CNIVS
Se r (3Ac~r s
SHOW DISTANCES FROM THE M41N BUILDING TUADJOINING HpUSES, STREETS, AND P
DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL;
THIS APpLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OP ISSUANCE IF WELECTRICAL PERMI7
STATE LICENSE N0.
METER
_ A
DEPARTMENT OF GOMMUNITY DEVELOPMENT
BUILDING INSPECTION DIVISION
CITY OF WHEAT RIDGE, COLO.
PLUMBING PERMIT
SiATE UCENSE NO.
WASH
BATH
s
INSPECTION TICKET
doe ~ ~ )3 6r 0
ADDRESS C.7~
DATE: ~B~DG. PERMITN
PERMITN ~ / I I 7
BLDG.
SUBCONTRACTOR
DATE INSP. REQ. -:;2 C~J
TYPE OF INSP.
INSPECTION MADE I 2-0 7~
REMARKS
W.R. FORM 61g ,
RS B REC7FIER5
OlD WORK
RIHP
REMARKS
I hsreby acknowledqe thot this aODlico-
tion it torrecf and undersfond thof I
cannof ftarf tAis project untii thie oppli-
totion is opOroved. I shall comply MItII
ths lows of the Sfafe of Cololado ond to
tha ZoninQ Requlotiona ond Buddinp
Code oftAe Cify o( Wheat Ridpe. Any
viololion of fhe above ferma will cause
immediote rovocation ol tnis permit
F100R C
URINAL
SEWERS
OTHER
PERMIT FEE
USE TAX
TOTAL FEE $
CHIEF BUILDIN~ INSPECTOR,Cityof
a-el NOT VAUD UNLESS Po
'e ri- cjS~/
Ridqe
CALL 4HOURS9N4 ADVqNCE
2
~eo~ee~i. se+am. Date Issued Ad- `1/ FOR INSPECTIONS
DEPARTMENT OF PLANNING 6 DEVELOPMENT
REQUEST FOR PUHLIC WORKS REVIEW
Date: Case/Building Permit No. / 71.21~
Location: ~ ~Z `7/r,-~ ao k" .
Please review the attached materials submitted in application for approval of a , and indicate your decision on those items
c}ieck below, and please add any other comments which you may have under
number 16.
1•
p
Boundary Closure:O OK I_=1NOt
OK; refer to Stipulations
2.
p
Area: Acres
Square Feet
3.
PS
Drainage:
a. Drainage plan (and report) needed ¢I
b. Drainage Plan not needed "
c. Drainage provisions have been
reviewed and are found to
be: C]OK r:--]Not
OK; refer to Stipulations
4.
O
Legal Description: 1= OK M Not OK; refer to Stipulations
If not okay, please explain:
5.RRPublic Improvements:
a,. Street Paving needed t N b. Curb & Gutter neededY N
c. Sidewalk needed N d. Street Liqhts needed Y
e. Storm Sewer needed f. Escrow required Y~j If
Escrow required, for what imvements? In what amount?
6.i=i Development Agreement required Y N
If Yes, for
7. C~ .411 necessary documents have been initiated by Public Works and are
attached hereto:
8. f=1 Is a traffic impact analysis and report required? Y N
9. i=1 New roadway or alley R.O.W. dedication is recommended:
If yes, what is recommended:
10.1~ All existing dedicated roadways and alleys meet the standards of
the City:
If no, which do not and what is requested:
11.1= All existing and proposed ded'ications have been reviewed and found
to be: p OK O Not OK; refer to numbers 8& 9.
12•X Approval: The Public Works Department has reviewed this request
and hereby gives its approval, subject to the above and/or attached
stipulations.
A
S i g n Da e
13. p The Public Works Department has reviewed this request and does not
approve for the reasons stated:
Signature Date
14. p Stipulations attached: Yes No
15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY:
16. Summary Comments: 4 #3 ,YI^ I
pc/reqPWreview
rev.01/89
7
9
INSPECTION 71CKET
JOB
ADDRESS
/19 ~7/
DATE: BLDG. PERMIT# 1272
9
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7500 WEST 29tn AVENUE DEPARTMENT OF COMMUNI7Y DEVELOPMENT
237-6944 EXT. 255 a, 0 80X 638 BUILDING INSPECTION DIVISION
7HIS PERMI:T '
~AUO oN~v wH CI7Y OF WHEAT RIDGE, COLO. PERMIT N0. ~~g1 -4~g~
EN SIGNED BY THE CMEF BUILDING INSPECTOR AND RECEIP7E0 BELOW
CONTRqCTOR JOB ADDRESS ~ ~Cp I b ~APP ~~ION FOR MISCELLANEOUS P gjT-
_1'~ .
OWNER IC ? ~
ADDRESS
ADDRESS
CITYy~i't'7" PHONE 1'1=6t-
PHONE ZIP CODE U 2 3
LICENSE NO. CONTRACT PRIC J1O Cvut ~v,
~1~~
I. TYPE G.eunA ❑ DATE Z. 7~
2. MATERIAL Wall❑ Proiettin0❑
SIGNS 3. ILLUMINATION S M D Fac,
4 SET BAC Yef❑ No❑ TYGS 7olal Spuaro Fsef _
K FROM PROPERTV LINE N__ Elsof, permit No.
(Speeily whith ia front ) 0 S a E-~ W Zons~_
I. TYPE ❑ ~ ADDrw9d,2onelnep0efor
I SolidO Mora Thon 80% ODSnO D13aPDrwed
FENCES MA7ERIqL Leiu TAOn 80% Opon
3. SET BACH FROM pROPERTY LINE
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(Specify which is froni) ~ S E~- W 2onoq
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DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR A
DDRESS c~fL~f L'
(SETBACKS pR pROJEC7pNS INCLUDED) 07HER STR
STREET N4ME
SMOW OISTANCES FROM THE M41N BUILDING TQADJOINING HOUSES
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE C
APPLICATION FOR PLUMBING; EI
iHISAPpLICATION WILL BECOME A PERMIi i0 PERFORM THE INDII
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE
ELECTRICAL PERMIT
STA7E LICENSE N0. - 3 )
=L -
.M.NU~A WIRE UNDER SIZE 8 ILIEG
7EMPORARY METER
NEW CERVIrF - n„e~
8
inanarVMMERS 8 REC7FIER$
ADDITIO-`-ry 70-OLD N,pRN
MOTORS OVER I HP
I hsreby ocknowledqe thot thiy appica-
fi0n iE CorreCf and undersfond thof I
[annot ffarf iAis projbCt until ihie oppli-
cofion it o0proved. I sholl [omply wifh
ths lows ot fhe Siafe o! Colorado ond ro
fhe Zoninp Repulotione ond Buildinq
Code o/iAe Cify o1 Wpeat Ridqe. Any
~~01ot-° ha ve terme will cause
..-mrM1ed~iote r v cah n ot this permif
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FLUM
S74TE LICENSE
FLO~R DRAI~
URINAL
SEWERS
OTHER
TOTAL FIXTU
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USE T----_-
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CHIEF BUILOWG
DATE: L2 2&
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91VISION.
W.R. FOqM 6-19 IT
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CAIL 237$944 EXT. 255
24 HOURS IN ADVqNCE
FORINSPECTIONS
,.S3S8
Morning Side
RETIREMENT COMMUNITY
Morning Side is a community you will be proud to be a part of. Many
ammenities are built into each residence, with the comfort of senior
living in mind. A resident of Morning Side can expect the best
apartment living Wheat Ridge has to offer. A wide assortment of one and
two bedroom units are availabie. Sizes range from 640 square feet to a
grand 1440 square feet. Some designs include dining rooms with scenic
mountain views.
Each building at Morning Side is equipped with a Security Lock System.
Entry doors remain locked at ali times. Each unit is protected from fire
by an automatic sprinkler system. The entire building has a 24 hour
monitor system which automatically summons the Fire Department.
Activity rooms are available for various functions: bingo, cards, a friendly
morning get together with other residents. All mail boxes have
individual locks and are placed inside the lobby for easy pick-up of your
daily mail.
Residents of Morning Side are assured that their car has not been
overlooked - a garage is provided with each suite. At no time will a
resident have to struggle with steps. You will return home, park your car
and enter the building via ramped entry ways. Once inside the building,
an elevator is available for residents of the second and third floors.
A comfortable style of life is apparent as you enter your apartment.
Individually controlled hot-water heat and high capacity, wall-mounted
air conditioning are provided. Living rooms are large with walk-out
balconies. Many units have walk-in closets with two baths, double sink
vanities and walk-in showers. Self-cleaning ranges, frost-free
refrigerators, and dishwashers are included, as well as washer and dryer
hook-ups. Kitchens are provided with a dining area and abundant
cabinetspace.
Your new home at Morning Side is conveniently located within walking
distance of churches, shopping, bus lines, several restaurants, a post
office, doctors and hospital services.
You deserve the best retirement living Wheat Ridge has to offer. Call
today for an appointment to discuss this special residence, Morning Side.
Our phone number is 421 -7702.
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LEGEND
oa STUD~ PO ~;NT
~ INLET dR OUTLE'T STRUCTURE
T.a.c. TOP OF R V
Ct~ B ~LE ATIOI~ 42,0
SUHBASIN H4UNDARY
~
PROPOSED CONTOURS
~i. "
~,W~..-57 HIGH WATER LINE
r ~~vvc,.us i~u.
NOTEa SE,E CONSTRUCTION AETAILS
&HE~~ 6 AND 7 F48 7
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~ INV.6S ~ ° . ~ ~ ~ ~i nj INLET 15 iNLET 7 I~~I~V,~~.2~ ~t ~ INI.@T r + 5~ p,z INV, 47.1 INV. 46,$ ~ INY.456 ~ p Q ~ e ~ ao: o_ n ~ 39. + i~ ~ INV.44.Q , , I Nl @ T . ' ; J ~ , INY.44.Q Yry~ ~~I GOhC. , ~ v i Q
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a~ ° , ' c~: ' ` .w ~ y .~,__.w.~ , , . . _ 1 , . ~ . . , : F _ n ~ _n ~ ' OUTLET INlE7 5€ t ~ ~ ~ ~
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NOTES FABRICATEO S~'EE~ GRATING ~
~2' x s' BA~s oN Y CENTEitS "
SUSGAADE 5NALL BE PREPRREB FOR FLACEMENT uE CvNCRETE E'r 3NCRETE 8'r ~ ~ ~m_~,~_,-._~:_._~~~R W :
~'_~y'' REMOVAL OF ANY SCFT OR SPONGY 50IL ENMC,UNTERED LURiNG ~ _ _ ~ U D ,
EXCAb'ATION. THE SUHGARDE SHAL[, BE 6ALKFIuVED YITH RCAL6A~E ~ MATERIAL. IF NECESSARY, AN➢ SHALL BE THGFi~UuNLY CG?SPA~i~G,
~ FORMS SHALL 6E OF W~Ou Ok METAL, SmxAIuHT, FREE PkOM v1AkP AND "uF SUCH CONS~RUCTION THA"P THERE WILL 6E Nu tNTEkF~kEhi;;E w
~ AT OWNERS ot~°1`~Or.! WITH^THE IN5PECiI'vN 4F DIMEN5IJNS, GkADES r~ND ALIGNMENT. C(~BH~.-E.S ~ ~ ALL tuKMS SHF,Li. BE R A " ~
; B ACEG ND S£CU~tEG' ~k1FFI~:IENTL'i SO TH,AT ? Nv DEFLECTIGN Fk"vM ALIGNMcNT, GRAGE uk PRvFER GIHENSt~:~N;3
WiLL G4CUR uUniNu" THE FLACEMEN; ~F C.:N~F.ETE, e"vkr15 SHA:,~ ~3
J~~ Iu~T 8E kEHG'+6L SGuNER PHAN 2~}-HvGn.~ AFTER C~NCkETE 1.. ~ ~ _ ~~l1.1 FGUkED.
, =11~ _ 1 1 P
~ REIKFdRCEHENT STEEL S`rf~,LL BE ~h~,~t o~ AtiL MEti' :h~: - . Y i~
W i REUUIREHENTS "v£ Ao;M SPECIeICATI"vldS Nv, ti615, Aolo ~R n61~~~, - ~ 1 HENDING RIAGf~AMS A&E PR4'vILED vNL~ FG~ TNE PUkPOS~
~ Y C,ONC, DRAIN PAN ESitHATING QUANTITIES. THE CvNTRACTGR SHALL L'Enx~°~ ~i ~
.~'b uJANTiTY, LENGTHS ANJ SHA~ES OF HAR kEINFORCEMENT REvU1kE.C , ' 9. ~ ~ e""vR A FARTICUGAk INSPALLATIGN BEFOR6 ORLEKIN~.
~ A W.W.~'. i,5/ L5, lv x to ~
~ i~ - , CONCRETE SHALL ' ~ y~-~.., BE ~uMPvSe,D u"F PURTLnPaG C6NENT, FIN£ ANi= b ''~~1.~~~jt i,'vAkSE MtN6RAw d;~GREGATE, ANu WAT6R, Sv PROPGkiiONED Tt)
Q l" FkOuUCE A DENSE. la0kKA8LE ~ M I kTUHt Ci:iNfuRM i NG TG CG~G,'eA_.~:
: DEPARTM£NT vr HIG!iWAYS 5PECIPIi.AiIuNS fGR "CLA55 ~ -i~ ~,E„T ~ f~'T If~N P~l. COBt31...E..~ . CONCR£T~,. TfiE CONCRETE MIXTURE SHALL NAVE LESS THAN n~3
- CO N C. M C~ RT A FZ INCH SLUMP WHcN PLACED AND SHALL HAVE A MINIMUM COMFRESSi:~
STAENGTH GF 3'S0 rSi AcTER 28 LA'~S flE' CURiNG. CONCk~?'E SHALL BE AGEwUATELY PROTECTEG FROM iNJUR's GUE TG MECNANI'A:,
W~~~ ~Q~~~~-~-~~ MEANS, RAPID EVAPGKATIQN, QR HEAVY RAIN DURING TNE CUhi;J~:,
PROCESS,
FINiSH OF ALL EXP~SED C4NCRETE SUR[ACES SHALL BE 5TEEL
TROWEL, WiiOu PLOAT OR BRUSH FINISH AS DtREC1'ED 8Y TrE;
OWNER. ALL CG'.CRET6 30INT5 ~HALL BE LF.ET uARtFULLY TOuL'r.`,G AND FREE uF ALL M"vRTAR RND CGNCkETE.
~ .
NO SCALE GRATE LIHENSI~NS SHDWN ARE FOR THE FtiF~PuS6 ES'CIMATI;~~: QUANTITIES u?JLY. THE CGNTkACTt~R WILL ~ERIFY N6~k.SSn6't
GRATE DIMENS[GNS PRIOR TO GRATE FABF2iCATIGN BY Fit.~,~!
HEASUkEt1£NT GF iNuIVIGUAL S'TRUCTUkES AS ACT~JALLY BUILT.
Q TOf~' C?F -
6ERM EL. 3(J ~ .
, "`'~T
t , 1 ! ' ~ ~ ~ ,i,r~ Q~c~o , h. l~--~~1..! , ~ ~ - _ . . ' ' NW.L, E~ ti i
~ ~l=; L11 ;
i ELEVATIGN AtJD DIMENSTON SCHEGUL~ _ .`.5 1
~ lll1= _ _ _ _
i C.ON~..R~TE_ . -~`y FL~AST- WALL iiIMENSION {O ~ 'a=.~..T..
A't" PC7ND ovER~L,C~W ~ oR , y~
! ; ELEVATION A H C D E F G H
i r-...... ~ _..__~.....,._.m.._..._,..____.... ~ ~ ~
POND A ~ f ; _ ~ 55.8 ~
E L EV. V I E W t NLET 1 , S4 .0 j 56 .18 56 .5 56 2 11 3 4 15
; : ~ ~au~ a ~ ~ - ;
INL6T 2 54.0 55.73 56.0 56.17 ' 2" 9-5/8" 15" 55.5 ~
;
i PuND C '
. If~LET 3 50.0 i 52,15 52.5 52.67 ' 2"' 12--1/4'" 21" 51.5 TQP C~~ BERM ~ ~ ~ ~ ;
E..t_. EV . ; ; ~ ( r~lv~ D I
i iNL6T ~ 49.0 i, 46.27 ~6.5 j 40,67 ' 1-i/8" 8-1/8" 15" 46.~
, ;
n i ~ PC~ND E _ ( 1
INLEi 5 38.0 ~~0.32 ~0.6 4u.77 4-iiG" 10-1i8" I5" 40.0 ~ .
Q NW L... E.L. ~bE ~~o R~~c~ ; o w ~~pr~or~A~ ~~~r~ c
. . . W p . , . r Z_ ~ L
° . ~ . ' ~.(JBBLE..S ~ iivLET i 45.5 46.79 47.4 ; ~~.17 5° 26-I/2" 15" ; 46.8ti 4 poN C7 . ~ r►rP ~ ' ° - ; ' ! -~:.I~ - _ . a,_ __...,__~_l . 3' , ~
_ ~ a ~t~,_;1 w ~
~SEE ~PEC,IAL DETAfL T~4~ ~HE.ET d / ti 1~
9.
CCJNC. ,
f3Ft~A5~1" - UVF~L..L -`_`lif ~ .
r - . t
` Ct~NC.. EL. D
DRAIN PAN c-,RAT~.
SECTION A i_
EL. B t , ~r s
F ~ _ I
~ ~ i~ ~ i~ ~ F
E E~. A o ~a sca~ K ~.E y
~ a . 4
. ~ . ' o '
EL.u~ u . . _ -
EL.~O~~ Sto.(v7
° ~Cv.l7
~ ' ' SECTION B
. E~. ~i i ;
_~_c i ~ ~ ~ 55.73~ ~ ' J
4
II II h f~UND EL, A
54.t~ F~C7T`1 M _ , ~
e a
~ , ~
~,`~v~
-~ill--~ ~ d'~ ~ ~ ~1 ~ I' I S P.V. C.
^a ~ A _..a~f ~~i i
~I , = -
Jl b . ~ ,
~ i nV. ' sz ~ u~ _ ~
Et,.. Si.t:~ a~_~~~ . BAR ~
- • . '~3 8AR ( ~ , d I '+-.r►
~ . - , 0 1~~~~ ~ ~
li I~ ~ l = u;
+I- 302 BAR
~i ~4~ v
' #-3 BAR.~ f5AFtSe (:J" OC.
SPECIAL SECTION(,~~ INLET 2 ~301 8AR )i 8AR E ACH F48 o* 7
NO SCALE SECTION D
REINFORCEMENT SCNEME SMEET Np,
.
~
`-E~ CO\S-R,-.C-"~o 0\ DE~A--S
~ ~ NQ SCALE