HomeMy WebLinkAbout4860 Van Gordon StreetCITY OF WHEAT RIDGE
Building • s Division
l 234-5933 r^
(303) 235-2855 Office - t 3) 237-8929 Fax
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Inspection p.
• Add ress
PermitNumber
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D. te - Inspecto
2006 INTERNATIONAL FIRE CODE
WITH AMENDMENTS.
The 2006 International Fire Code shall be known as the ` T.F.C." or the code" and may be cited
and referred to as such.
The 2006 International Fire Code, including Appendices B, D, E, F and G, published by the
International Fire Code Council is hereby adopted by reference. Appendices A and C are deleted.
The following amends ents by additions, deletion, revision and exceptions are made to the Fire
Code.
Section 104.1 General Authority and Responsibilities is arnended to read as follows:
3. 'rhe destruction of unsafe structures,
Wherever this code refers to the Chief in the context of Code administration or enforcement, it
shall refer to the Fire Marshal or designated representative by the Building Official.
Wherever the code refers to the Chief of fire suppression, it shall mean the Chief of the Wheat
Ridge Fire Department and the Chiefs of the adjoining Fire Departments.
Section 1,03.4.1. Legal Defense, is hereby amended in its entirety to read as follows:
official, city officer or employee or any subordinate, shall not be liable lbr costs in an action,
suit or proceeding that is instituted in pursuance of the provisions of this code; said any
officer or employee of the department off re prevention or the City, acting in good faith and
W ithout malice, shall be free from liability for acts perforrned under any of its provisions or
reason of any acts or ornission in the performance of official duties in connection therewith."
Section 105.2.2, Inspection authorized.
Section 105.2.2, Inspection authorized, is hereby amended by adding a sentence to the end of
the paragraph to read as follows:
"Twenty4our hours notice shall be provided to the division of fire prevention for required
inspections and tests."
Section 108.1, Board of appeals established.
Section 108. 3, Qualifications.
Section 108.3, Qualifications, is hereby deleted.
Section 10 9.3, Violation penalties.
Section, 109. s, Violation penalties, is hereby amended in its entirety to read as follows:
"304.2.1 `rash enc:losure . Trash enclosures, including doors, shall be of anon-combustible
construction. "
1. _Curie and two fam ily dwellings.
2. l:.iq fed- petrolcwn fueled cooking devices may be operated as setforth in
section 3098.3.1.1.
Section 308..1.1.. q fled- petrolu -gas fueled cooking devices.
Section 3098.3.1.1 L -P gas burners harm L -l' gas container with a water capacity up to
20 pounds .1kg) I-p gas capacity, may be used on combustible construction.
Section 315.2.5, Marking maximum permitted storage height.
Section 315.2.5, Marking maximum permitted storage height, is hereby added to react as
follows.
I
Section 503.2.1, Dimensions.
Section 503.2.1, Dimensions, is hereby amended in its entirety to read as follows
Exception: the width of private streets may be reduced from the required, twenty-six (2 6) feet
(7935m m) if a specific access and parking design is approved by the fire code official."
Section 503.2.3, Surface.
Section 503.2.3, Surface, is hereby amended in its entirety to read as follows:
"503.2.3,5u face- Fire apparatus access roads shall be designed and maintained to support
the imposed loads of fire apparatus and shall be surfaced with the first lift of asphalt as to
provide all - weather driving capabilities."
"Crass- Crete, geo-tek, sitter rings or other similar landscape treatments that will prevent a fire
apparatus access road from being maintainable as an all-weatber surface and immediately
discernable, shall be prohibited".
Section 503.2.5.1, Group R, Division 3 occupancies.
Section 503.2.5.1, Group R, Division 3 occupancies, is hereby added to read as follows:
"503,2.5,1 Group R, Division 3 occupancies. Where a property is a Group R, Division 3
occupancy, the length of a dead end fire department access roadway may be increased to one-
hundred seventy-five (175) feet (53,340mm) without the provisions for the turning around of
fire apparatus if approved b' fire code official."
Section 503.2.8, Curbs.
Section 503.2.8. Curbs, is hereby added to read as follows:
M
"5( . 2 8 Curbs. bs. Vertical curbs shall not be placed at the entrance of or within fire access
lames and roads. Mountable curbs may be used if approved by the fire code official."
Section 503.2. 9, Gated communities.
Section 503.2.9, Cfated communities, is hereby added to read as follows:
Section 503.2.1.0 Fire protection in recreational vehicle, mobile home, and any actures
housing parks, sales lots, and storage lots..
Exception: Recreational vehicle parks located in remote areas shall be provided with
protection and access roadways as required by the fire code official. "
Section 506.3, Key box installation.
Section 5 06.3, Key box installation is hereby added to read as follows:
"506.3 y box installation. All buildings with a required fire alarm system or automatic
2. For Group R-3 and Group U occupancies that distance requirement shall be
500 feet (1 52400mni).
Section 508.5.7, Marking of fire protection equipment.
Section 508.5.7, Mark-in g of fire protection equipment, is hereby added to read as follows:
I
Section 603.9.1, Gas meter identification.
Section 03.7.1, Gas meter identification, is hereby added to read asfollows:
"603.9. 1 (3'as ineter idenlifit. Gas meters shall be identified pith the building address
and/or unit number."
Section 605.1, Abatement of electrical hazards.
Section 605.1, Abatement of electrical hazards is hereby amended by the addition of a
second paragraph to read as follows:
"Wiring systems, including covers, shall be maintained as required in the National Electrical
Code lor their original installation."
Section 605.3.1.2, Main electrical disconnects labeling.
Section 605.3,1.2,plain electrical disconnect labeling, is hereby added to read as follows:
"605.11.2 Main electrical disconnects labeling, Electrical rooms containing the main
electric disconnect shall be identified with a penrianently affixed sign with letters not less
than one (1) inch (5 ray} in height on a contrasting background to read "MAIN
ELECTRICAL DISCONNECT."
Section 605.3.1.3, Labeling of address or unit disconnects.
Section 605.3.1.3, Labeling of address or unit disconnects is hereby added to read as follows:
"605.3.1.3 Labeling qfadtlrtovs or unildisconnect , Electrical disconnects shall N. identi fled
with the address and/or unit number in accordance with the electrical code."
Section 903.1.2, Location of sprinkler control valves.
Section 903 . 1.2, Location of sprinkler control valves, is hereby added to read as follows:
I
Section 903.2.1.6 Group B is hereby created to read as follows:
"Section 903.2.1.6 Group B: An automatic sprinkler system shall be installed in Group B
occupancies where the fire area containing a Group B Occupancy exceeds 12,000 square feet
(I 115 2) or more or where the combined fire area on all floors including mezzanines
exceeds 18,000 square feet (91937m2)".
Section 903.2.2.1, Group E Occupancies is herby revised to read as follows:
"Section 903.2.2. 1 . Group E: An automatic sprinkler system shall be installed where the
floor area containing a Group E Occupancy exceeds 12,000 square feet (I I I 5m2) or more
including all combined floors".
Section 903.3.7.1, use connection locations.
Section 903.3.7..1, Hose connection locations, is hereby added to read as follows:
8
Section 904.11, Commercial cooking systems.
Section 904.11,4, Special provis ons for automatic sprinkler systerns, is hereby deleted in its
entirety.
Section 904.11.7, ' esidenti l type cooking equipment.
Section 904.11.7, Residential type cooking equipment, is hereby y added to read as follows:
Section 905.1.1, Hose connection locations-standpipe a syste s.
I
m
Section 907.2, 10. 1 ..2, Group R-4-Senior citizen care, is hereby added to read as follows:
Section 912.3.1 Locking fire department connection caps.
Section 912.3.1. tocking fire department connection caps is hereby amended in its entiretry
to read as follows:
Section 1011.1..1, Additional exit signs.
Section 101 1.1.1., Additional exit signs, is hereby added to read as follows
Section 1412.1 When required.
M
Section 1412.1 When required, is amended by adding a second paragraph to read as follows:
Section 3308.2.2. 1, Where allowed, is hereby added to read as follows:
Chapter 45, Referenced standards.
M
Chapter 45, Referenced standards, is hereby amended by adding the following referenced
standard on to the International Code Council Standard Reference list:
"Insurance Service Office
545 Washington Boulevard
Jersey City, NJ 07310-1686
Insurance Service Office Guide for Determining Fire Flow, Fire Suppression Rating
Schedule February 2003.
Chapter 45, Referenced standards.
Chapter 45, Referenced standards, is herby amended by deleting the following referenced
standards from the National Fire Protection Association Standard's from the National Fire
Protection Association's standard reference list. Standard 101, Life Safety Code.
Appendix B, Fire-flow requirements for buildings, Section B103.1, Decreases.
Appendix 13, Fire-flow requirements for buildings, Section B103.1 Decreases, is hereby
amended in its entirety to read as follows:
"B103.1 Decreases. Decreases in the minimum required fire flow are permitted up to 50
percent, when the building is provided with an approved automatic sprinkler system installed
throughout and in accordance with 903.3.1 standards. Section 91}3.3.1.2 NFPA 13R sprinkler
systems are not permitted to be used for a reduction in minimum required fire flows."
M
ZMBM��
83 2. •�
intend to install a range in the kitchen of its facility.
Imam=
tilt
kt tzsc i
Owner
R"k':Ise, Co 3,003,,'
- Van (Sordc, Uni't h
of floor area covered by the cabinet. The room in
which the cabinet is installed shall also be ventilated
as required in Section 608.6.1.
608.7 Signage. Signs shall comply with Sections 608.7.1 and
6083.1
[M] 609.1 General. Commercial kitchen exhaust hoods shall
comply with the requirements of the International Mechanical
Code.
[M] 609.2 Where required. A Type I hood shall be installed at
or above all commercial cooking appliances and domestic
cooking appliances used for commercial purposes that produce
grease vapors.
54 2 006 INTERNATIONAL FIRE CODe
506.3 Ducts serving type I hoods - Type I hoods shall comply with 506.3.1 through
506.3.12.3
507.2 Where required. Type I hood
507.2.1 Type I hood required for production of grease or smoke
507.2. 1.1 Operation -- Automatically operate hood fan when oven used
507.2.3 Domestic appliances in commercial —Type I or 11 required
M
903.112.2 Commercial cooking operations — Automatic sprinkler required in coin
kitchen hoods
904.2.1 Cornm hood and duct, systems — each required hood and duct system shall have
automatic fire-extinguishing system
904.11 automatic extinguishing required
904.11 .2 system interconnection
M
602.1 Commercial Cooking Appliance definition
904.11.7 Residential system in lieu of commercial is permitted.
� t .
Mrs. Letzsch,
SO 01 Bail NNW
n " "
within ten (10) days of receipt of this message.
o
City 0(
Coo-iMUNITY Dtvuormf KI
this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any
network to which your computer is connected, Thank you,
City of
City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 3012352855 F: 301237,8929
February 17, 2012
Mrs. Elizabeth Letzsch
4860 Van Gordon Street
Wheat Ridge, CO 80033
Mrs. Letzsch,
On February 16, 2012, a call was placed to you by me in response to a voicemail message request for
contact from you, and a discussion of the situation occurred. You made a variety of unfounded
www.d.wheatridge.co.us
2006 International Mechanical Code
"Section 507.2 Where Required. A Type I or Type 11 hood shall be installed at or above all commercial
cooking appliances in accordance with Sections 507.2.1 and 507.2.2. Where any cooking appliance under
a single hood requires a Type I hood, a Type I hood shall be installed...."
"Section 507.2.1 Type I hoods. Type I hoods shall be installed where cooking appliances produce grease
or smoke, such as occurs with griddles, fryers, broilers, ovens, ranges and wok ranges."
purposes.
A variety of other sections related to the ducting and interconnection of the appliance(s) and hood are also
applicable.
KMUIMM a W I
"Section 904.2.1 Commercial hood and duct systems. Each required commercial kitchen exhaust hood
and duct system required by Section 604 of the International Fire Code or Chapter 5 of the International
Mechanical Code to have a Type I hood shall be protected with an approved automatic fire-extinguishing,
system in accordance with this code."
tie cirea rel.,uVremeMm =7770775 TY me In7mWanona .......... U, 0 e
an exhaust hood, making this section applicable.
" Section 904.11 Commercial cooking systems. The automatic fire-extinguishing system for
commercial cooking systerns shall be of a type recognized as for protection of commercial cooking
equipment and exhaust systems of the type and arrangement protected. ...automatic fire-extinguishing
systems shall be listed and labeled for specific use as protection for commercial cooking operations...."
This section establishes the requirententfor a dedicatedfire-extiitguivhing, independent Pf tile
buildings'fire sprinklers stem.
2006 International Fire Code
"Section 904.11.7 Residential type cooking equipment. When residential type cooking equipment is
installed within Group A, B, E, F, S and R-4 occupancies, a residential fire-extinguishing system may be
used in lieu of a commercial type fire extinguishing system with approval of the fire code official and the
building cod official."
LIAM M
In lieu of compliance with these requirements and installation of the required exhaust hood, dust system,
and fire-extinguishing system, pernianent removal of the oven/range and all of its' associated systems and
components is deemed an acceptable alternative.
An appeal of the final written determination of the Chief Building Official may be made to the Building
Code Advisory Board as establish in the City of Wheat Ridge Code of Laws, in writing, not more than ten
(1 t) days from the date of this decision by submitting the attached form to the Building and Inspection
Services Division not later than 5:00 pm. on February 27, 2012, A hearing of the Building Code
Advisory Board shall be scheduled as soon thereafter as possible.
im
JAn C S umacher, Jr., CBO
thic 1V11g Official
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2853
Fax. 303-234-2857
WNA1W.Ci.Wheat
Lrid
City (if
ccm
Attachment: Building Code Advisory Board Appeal Application
City of
�� W,16atR,1- 09 e-
BUILDING CODE ADVISORV BOARD APPEAL APPLICATION
(Cannot be used for appeal of Notice and Oixter postings)
"This application A , r processing, Incomplete applications will not be accepted. Date of filing will be based the
jL,1STbe fijlly completed to be, accepted fo on
date that the contj,.Wete application is mccived, Compli applications must be fil W— within 10 days of issuance of decision to be appealed to teceive
consideration,
Emma=
Address of Property applicable to the Appeal:
Printed Name and Signature of Appellant:
Relationship of Appellant to Property:
Full Address of Appellant:
Appellant's e-mail address and daytime phone number:
Legal Name and Mailing Address of Property Owner (If different than Appellant):
Signature of Property Owner (If not Appellant):
Explanation of requirement to be appealed and basis for appeal request (use separate sheet if necessary):
FOR OFFICE USE ONLY
(Attach written determination of BCAB Chairman)
CERTIFICATE OF OCCUPANCY
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge CO 80033
Permit# 110067
Issued: 04/01/11
Stipulations: Tenant Finish of Tigar Gymnastics and
Cheer.
* *No range /oven /cooktop without
permitted installation,of grease hood
and fire suppression system. Also, no
storage on mezzanine above restrooms.
This certificate verifies that the building constructed and/
or the use proposed of the building and /or premises, under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standards of the zone district in which it is
located and may be occupied. All other licensing
requirements for the City must be met.
Site Address: 4860 VAN GORDON ST
Parcel Number: 39- 174 -08 -025
Owner: Lou Ficco
3650 Vance St #1
Wheat Ridge CO 80033
Contractor: Lou /Mario Ficco
Lou -Mar Construction
3650 Vance. Street #1
Wheat ;Ridge, CO, 80033
For the Following Purpose: Comm. Tenant Finish
Code Editions NO change shall be made in the USE of
,2006 ICC /2008 NEC this building without prior notice
V -01 2006 ICC /2005 NEC and a new Certificate of Occupancy
_ 2003 ICC /2005 NEC from the City of Wheat Ridge.
Sprinkler' System
Chf BAUViding Inspector Zoning Administrator
a
04/04/11 10:06:20 City of Wheat Ridge Page 1
bp701 -1s PERMIT INFORMATION - 110067 mmackey
PERMIT INFORMATION:
Permit #: 110067
Permit Type: Conn. Tenant Finish
Permit Dt: 01/25/2011
Expires: 01/25/2012
Address: 4860 VAN GORDON ST
Parcel Cd: 39- 174 -08 -025
OWNER: Lou Ficco
Address: 3650 Vance St #1
City /St /Zip: Wheat Ridge CO 80033
LAND PARCEL INFORMATION:
Zone Cd:
Unassigned
DU: 0
SetBacks- Front:
0.0
Funct Use:
Unassigned
Last
Zone Dt:
Left:
0.0
Subdivision:
A -1 PATTERN MINOR
Annex Dt:
Right:
0.0
Cont Type:
Brick
Lot: Block No: 0
Back:
0.0
Legal:
JOB DESCRIPTION:
Gymnastics Tenant
Finish
FEES
QTY
DUE
PAID:
Permit Fee
95,975.00
1,099.85
875.64
Plan Review Fee
.00
714.90
2,666.66
Total Valuation
95,975.00
.00
.00
Use Tax
95,975.00
1,727.55
.00
---- - -
3,542.30
- - --
--- - - - - --
3,542.30
CONTACTS:
owner Lou Ficco 3650 Vance St #1 Wheat Ridge CO 80033
go CL1 Lou -Mar Construction Lou /Mario Ficco 3650 Vance Street #1 Wheat Ridge, CO 80033 3038630489
sub CLA Chris Electric Co., Inc. Chris /George /Helen 1501 W. Cedar Ave. Denver, CO 80223 3037788281
sub CLS GoldenPlumb /Heating LLC Brian DeBever 619 6th St Golden, CO 60403 3038851456
sub CL9 Jeffco Mechanical Daryl Moore 16795 W. 44th Ave. Golden, CO 80403 3035984641
PARCEL INFORMATION:
10 Structure Type 303
20 Year Built 2002
30 Property Type COMMUZ
PERMIT CONDITIONS:
MR: Approved. New outside mechanical equipment must be screened. Subject to
field inspection.
KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC,
2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to
field inspection. _
— Letter from tenant required, acknowledging none comliance with IECC
APPROVALS:
REQUIRED INSPECTIONS STATUS:
Type Description Required By Completed On
- - - -- -------------- - - - - -- ----- - - - - -- ------ - - - - --
Fire Final Fire Dept Insp
PERMIT NOTES:
01/25/11 Permit approved. New outside mechanical equipment must be screened.
01/25/11 CREATED FROM APPL# 10 -0422
01/21/11 EC approved, given plans to MR for review.
01/18/11 Lou re- submitted corrected plans to JS.
04/04/11 10:06:20 City of Wheat Ridge Page 2
bp701 -1s PERMIT INFORMATION - 110067 mmackey
12/16/10 Called Lou Ficco to let him know that Kirk needed additional information. Copy of letter and original permit app is
the "Applications
Awaiting
Things" folder in
black
bin.
12/07/10
Given to KC for review.
INSPECTION INFORMATION:
#
TYPE
CONTR#
CALLED
MCI WHO
RED DT
INS DT
STATUS
1
EUG:EleCtriCal
Undergrd.
01 -8688
01/26/11
no
MV
01/27/11
01/27/11
COMPLETE
2
EFI:Electrical
Final Ins
01 -8688
01/27/11
n0
MV
01/28/11
01/28/11
COMPLETE
3
EMR:Elec
Service - EMR
01 -8688
01/27/11
.
MV
01/28/11
01/28/11
COMPLETE
4
PUG:Plumbing
Underground
01 -9638
02/03/11
no
KC
02/04/11
02/04/11
PARTIAL
5
PUG:Plumbing
Underground
11 -0024
02/07/11
no
KC
02/08/11
02/08/11
COMPLETE
6
GPT:Gas
Pressure Test
11 -0024
03/01/11
no
SCSI
03/02/11
03/02/11
COMPLETE
7
PRI:Plumbing
Rough Insp.
11 -0024
03/01/11
no
SCSI
03/02/11
03/02/11
COMPLETE
8
GMR:Gas
Meter Release
11 -0024
03/01/11
no
BCSI
03/02/11
03/02/11
COMPLETE
9
FRA:Framing
Inspection
01 -9638
03/07/11
no
MV
03/07/11
03/07/11
COMPLETE
10
INS:Insulation
01 -9638
03/07/11
no
MV
03/07/11
03/07/11
COMPLETE
11
ERI:Electrical
Rough Ins
01 -8688
03/07/11
no
MV
03/07/11
03/07/11
COMPLETE
12
DWS:Drywall
screw /nail
01 -9638
03/07/11
no
KC
03/08/11
03/08/11
COMPLETE
13
EFI:Electrical
Final Ins
01 -8688
03/25/11
no
MV
03/28/11
03/28/11
COMPLETE
14
PFI:Plumbing
Final IRSp
11 -0024
03/25/11
no
KC
03/28/11
03/28/11
INCOMPLETE
15
MFI:Mechanical
Final
11 -0042
03/25/11
.
KC
03/28/11
03/26/11
COMPLETE
16
BFI:
Building Final Insp
01 -9638
03/25/11
on
KC
03/28/11
03/28/11
INCOMPLETE
17
BPI -
Building Final Insp
03/29/11
no
KC
03/30/11
03/30/11
INSPECTION RECORD Occupancy/Type
INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
C) Vah � ' _I
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
'r
All
i L_ z%xif 'isf� P �✓— v /fi7 �� a�
Stemwall / (CEG) Concrete
Encased Ground
'y
Reinforcing or Monolithic
Weatherproof / French Drain
i
Sewer Service Lines
y � '
Water Service Lines
Fire Department
I YOUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Electrical
Insulation
Plumbing (Underground)
'r
All
i L_ z%xif 'isf� P �✓— v /fi7 �� a�
Heating (Underground)
'y
ROUGHS
Sheathing
Electrical
Insulation
Lath / Wall tie
Plumbing
Drywall Screw
Mid -Roof
'y
Electrical Service
Rough Electric
i
Rough Plumbing
y � '
Gas Piping
Fire Department
Rough Mechanical
'U H r V
Framing
3 3
Electrical
Insulation
7
Plumbing
Drywall Screw
FINALS
Electrical
f
Plumbing
Mechanical
Roof
Building Final
Fire Department
1
R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONST/TUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
'C-
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
4* 1199041� 7 March 28, 2011
To Whom It May Concern:
The International Gymnastics Academy of the Rockies (d /b /a TIGAR Gymnastics & Cheer) does not
intend to install a range in the kitchen of its facility.
Please feel free to contact me if you have any further questions.
Very Truly Yours,
Eliza eth M Letzsch v
Owner
4860 Van Gordon Street Unit B Wheat Ridge, CO 80033
720.89TIGAR www.tigargymnastics.com
._ __..._ ...._..........___
INSPECTION RECORD OccupancvlT
INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
IcII) 1 ah I /)r,l
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB
FOUNDATION INSPECTIONS
DATE
INSPECTOR INITIALS
COMMENTS:
Footings /Caissons
Plumbing
✓RAE- Xw7f%149 D,"/— sV✓$iJ " :�/�� ,FGA
Stemwall / (CEG) Concrete
Encased Ground
Mechanical
Reinforcing or Monolithic
J' ZS ��
A
Weatherproof / French Drain
Sewer Service Lines
Building Final
Water Service Lines
Fire Department
� -I-Rf ra
BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Electrical
Plumbing (Underground)
Plumbing
✓RAE- Xw7f%149 D,"/— sV✓$iJ " :�/�� ,FGA
Heating (Underground)
Mechanical
ROUGHS
Sheathing
Lath / Wall tie
Mid -Roof y
Electrical Service
Rough Electric
Rough Plumbing ,
Gas Piping
Rough Mechanical I 1 11 rY
.ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Insulation
Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
J' ZS ��
A
Roof
Building Final
Fire Department
- 3 -3O-d1
R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
To Whom It May Concern:
The International Gymnastics Academy of the Rockies (d /b /a TIGAR Gymnastics & Cheer) does not
intend to install a range in the kitchen of its facility.
Please feel free to contact me if you have any further questions.
Very Truly Yours,
Eliza�etzsch v
Owner
4860 Van Gordon Street Unit B Wheat Ridge, CO 80033
720.89TIGAR www.tigargymnastics.com
�1 L
r n- CITY OF WHEAT RIDGE
Building Inspection Division
J (303) 234 -5933 Inspection line
(303) 235 -2855 Office - (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type
Job Address
Permit Number
v Tima
r
NOT REMOVE THIS NOTICE
0
�r
0
_
Lt
1" CHAMFER OR PROFILE AS
NOTED BY EQUIP. SUPPLIER
1 -0
#4x T1016"
EPDXY INTO 6" DEEP
DRILL HOLES IN SLAB
#4 012" HORIZ.
NEAR FACE
#4 @16" VERT.
c
o F
I
#4 06" HORIZ. IN
LOWER 2 FT. OF
WALL
UNREINFORCED
ON GRADE
_
8"
SECT.
A (3/4 "= 1' -0"}
2 -0
T1016"
#4 016" HORIZ.
NEAR FACE
11
#4 016" VERT.
N
#4 016" VERT.
1 1/2"
#4 016" HORIZ. -
NEAR FACE
d-
8"
SECT.
(3/4 "= 1' -0 ")
1 -0
#4x 71024"
EPDXY INTO 6" DEEP
DRILL HOLES IN SLAB
rM
#4 024" VERT.
` #4 012" HORIZ.
NEAR FACE
_
- iHE L
8 "
UNREINFORCED SLAB
ON GRADE
SECT. F (3/4 " =1' -0 ")
UNREINFORCED SLAB
ON GRADE
SECT.
SECT. B (3/4 "=1' -0 ")
1 -0
#4x T1 ®24"
EPDXY INTO 6"
DEEP DRILL HOLES
IN SLAB
8"
E (3/4 "= 1' -0 ")
1 -0
or
#4 024" VERT
i
N
#4 016" HORIZ.
NEAR FACE
1IF IFi1I
-1 I I -1 I I-
UNREINFORCED SLAB
ON GRADE
SECT.
1 -0
#4x 11 ®24"
EPDXY INTO 6" DEEP
DRILL HOLES IN SLAB
8"
C (3/4 "= 1' -0 - )
GENERAL NOTES
1. CONCRETE
A. ALL CONCRETE, EXCEPT AS NOTED OTHERWISE, SHALL DEVELOP 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS, MIX SHALL CONTAIN A MINIMUM OF 5.5 SACKS OF PORTLAND
CEMENT PER CUBIC YARD.
B. EXTERIOR SLAB ON GRADE CONCRETE, EXPOSED TO WEATHER, SHALL DEVELOP 4000 PSI
COMPRESSIVE STRENGTH IN 28 DAYS. MIX SHALL CONTAIN A MINIMUM OF 6 SACKS OF
PORTLAND CEMENT PER CUBIC YARD.
C. MAXIMUM SIZE OF AGGREGATE IS TO BE 3/4 ".
D. USE TYPE 11 CEMENT.
2. REINFORCING
A. ALL REINFORCING STEEL SHALL BE NEW BILLET BARS IN ACCORDANCE WITH ASTM A615
EXCEPT FOR WELDED APPLICATIONS. FOR WELDING, USE NEW BILLET BARS IN ACCORDANCE
WITH ASTM A706.
B. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD POINT OF 60,000 PSI UNLESS
NOTED OTHERWISE. ALL TIES SHALL HAVE A MINIMUM YIELD POINT OF 40,000 PSI.
C. DO NOT REBEND ANY BARS WITH A YIELD POINT GREATER THAN 40,000 PSI.
D. REINFORCING PROTECTION
1. CONCRETE POURED AGAINST EARTH ------------------ -- --- - -- 3 IN.
2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OR WEATHER - - -- 1.5 IN.
3. WALLS, SLABS, JOISTS NOT EXPOSED TO EARTH OR WEATHER -- 0.75 IN.
4. COLUMNS AND BEAMS ----------------------- -- --- ----- 1.5 IN.
E. LAPS AND SPLICES IN WALLS OR GRADE BEAMS
1. ALL BAR LENGTHS ARE DRAWN TO SCALE UNLESS NOTED OTHERWISE. ALL SPLICES
SHALL BE 36 BAR DIA. WITH A MINIMUM LAP OF 1' -6". MAKE OUTSIDE BARS
CONTINUOUS AROUND CORNERS.
2. FOR CONTINUOUS FOOTING FOUNDATIONS, STAGGER TOP AND BOTTOM SPLICES.
3. FOR SPACED FOOTINGS OR PIER FOUNDATIONS, SPLICE TOP BARS AT MID SPAN
BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS.
F. PLACE 2 - #5 BARS (ONE EACH FACE) WITH 2' -0" PROJECTION AROUND ALL OPENINGS
IN CONCRETE.
G. ALL CONCRETE WORK SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. GRADE BEAMS
AND WALL SHALL BE MONOLITHIC POUR UNLESS OTHERWISE APPROVED BY THE ENGINEER.
H EAVEN ER
ENGINEERING
1 No O RR F. O R A T E 0
1959 South Pearl Street
Denver, Colorado 80210
ft« (303)733-1962
Revision Dates:
2 -21 -11
Issued: 12 -6 -10
Sheet No.
51
of I sheets
U
U
zQ)�
o�
,o
ff
Revision Dates:
2 -21 -11
Issued: 12 -6 -10
Sheet No.
51
of I sheets
pp9✓.7r7 9 Z1a047
March 24, 2011
To Whom it may concern:
The International Gymnastics Academy of the Rockies dba TIGAR Gymnastics, acknowledges
and accepts that the location at 4860 Van Gordan Street, Bldg/2 in Wheat Ridge, CO 80033 does
not comply with the Com -check standards. We understand and accept that the structure is 20%
less compliant than code would be required. We accept the approval of the structure as -is in
relation to the 2006 IECC.
Signed: l ui�Gtf� ,Z /� Date: 3�Z44(/
Elizabeth Letzsch (Managing Member for The International Gymnastics Academy of the
Rockies dbaa TIGAR Gymnastics)
State of aoje cdo
County of __�gWeist n
On this, the day of kQ(�C 1 20 H , before me a notary public, the
undersigned officer, personally appeared i ZQ( (7 �eG c5c,� , known to me
(or satisfactorily proven) to be the person whose name is subscribed to the within instrument, and
acknowledged that he executed the same for the purposes therein contained.
In witness hereof, I hereunto set my hand and official seal.
Notary Public in and for the St ate of /
My Commission expires cp . /I q Zoo I 3
J An TwEJER-MillEr
www.TIGA"mnastirs can
• CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office:* (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type A.42
Job Address
Permit Number
Ad 0 tad �2 AM k- j aa,,Z >af .AW eZm #`
:. .9A
r CITY OF WHEAT RIDGE
1 /l Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office * (303) 237 -8929 Fax
INSPECTION NOTICE`
Inspection Type` P -'✓
Job Address �f ,
Permit Number
•c
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes /No d 1
� r
c'
When corrections have been made, call for r nspection at 303 - 234 -5933
€' f)ata• ��,�_�r' Jncnactnr rl�f,�
DO NOT REMQVE'T` NOTICE
HEAVENER ENGINEERING, INC.
1959 S. PEARL ST.
DENVER, CO 80210
phone: 303 - 733 -1962
e -mail: heistructures @msn.com
March 3, 2011
LouMar Entities
3650 Vance St., #1
Wheat Ridge, CO 80033
Re: 4860 Van Gordon Street, Wheat Ridge, CO
FIELD REPORT Date of inspections: February 23 and 25, 2011
Present at site: Jere Heavener
Work observed: Placement of the reinforcing in the walls of the four pits (counting the three joined
together on the northeast wall as one pit).
The pit walls were reinforced in accordance with the revised plans dated 2- 21 -11.
Heavener Engine 7 ring, Inc.
y Heavener, P.E.
MAIN FLOOR PLAN
NO SCALE
KEY
EXISTING PARTITION TO REMAIN
PARTITION TO BE REMOVED
NEW PARTITION
FIRE RATED PARTITION
�. . CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type
Job Address 4`1c7 #1�✓�dra��rr sz
Permit Number lle9oe
AAppeoveD
❑'No one available for inspection: Time Y 1,10 AWE_& ._
Re- Inspection required: Yes a --
*When corrections have been made, call for r re ° - inspection at 303 - 234 -5933
Date: J Inspector: �" �"
DO NOT REMOVE THIS NOTICE
ppr
o f �
r CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office * (303) 20 -8929 Fax >
INSPECTION NOTICE
Inspection Type 4C
Job Address
Permit Number
d
♦ 4' CITY OF WHEAT RIDGE
Building inspection Division
I (303) 234 -5933 Inspection line
(303) 235 - 2855.Office • (303) 237 -8929 Fax
INSPECTION NOT
Inspection Type: (°ns PNSS<;iG,246 �firc.5 f e�eir K- 5.
Job Address: Wf '60 0,
Permit Number: 0 6 7
i.'_7 - fi d P� l7t c Y e C f ( i z
❑ No one available for inspection: Time d fJ AKTTM
Re- Inspection required: Yes No
When corrections have been made, call for re inspection at 303 - 234 - 5933
Date: s "'i� Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: P10MI)OICA Lt J4
Job Address: q�i
Permit Number: Pl[�t7(n i
n
�LU.f 41 �f1V11 )t Vi fi" i.� /V
? F J
3.
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( l [ .'
r:
❑ No one available for inspection: Time )A) `aZ MOM
Re- Inspection required: Yes No
s
When corrections have been made, call for re - in pact n at 303 - 234 - 5933
Date: _ f t Inspector.
DO NOT REMOVE THIS NOTICE
.: r CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office * (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type &
Job Address
Permit Number f fe 7
e'
1
❑ No one available for inspection: Time A PM)
Re- Inspection required: Yeso,*
When corrections have been made, call for re- inspection at 303- 234 -5933
Date: R Inspector:
DO NOT REMOVE THIS NOTICE
r
CITY OF WHEAT RII
1 Building Inspection Di
(303) 234 -5933 Inspect
(303) 235 -2855 Office * (303) 2;
INSPECTION N01
Inspection Type J A7201,
Job Address
Permit Number llnP67
44LOM A9,0
, ,9s�i' s�rr,2r2 ��°�, Jrs✓s.���7 -��
s c�str?^rc .��art�',m5 ✓a��sa::
I
t ❑ No one available for inspection: Time
vatc. �f'a'f�a iiiaNcu�i
DO NOT REMOVE TMI
V S 7
cam' *,fg f 17-
y .
2df ❑ No one available for inspee AM /PM
Re- Inspection required: Ye *When corrections have been m re- inspection at 303- 2345933
Date: / s Inspector: r
`` DO NOT REMOVE T NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(3 03) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION N TICE
Inspection Type: . C
Job Address: Ze6 V4� 4-7090D.J So
Permit Number: _��� � - 7
❑ No one available for inspection
Re- Inspection required: Ye{' I,
When corrections have been made
Date: Inspector:
DO NOT REMOV
Time AM /PM
for r inspection at 303 -234 -5933
Id
' v
THIS NOTICE
City of Wheat Ridge
_ter
► J Comm. Tenant Finish PERMIT - 110067
PERMIT NO: 110067 ISSUED: 01/25/2011
JOB ADDRESS: 4860 VAN GORDON ST EXPIRES: 01/25/2012
DESCRIPTION: Gymnastics Tenant Finish
* ** CONTACTS * **
owner Lou Ficco
gc 303/863 -0489 Lou /Mario Ficco 01 -9638 Lou -Mar Construction
sub 303/778 -8281 Chris /George /Helen 01 -8688 Chris Electric Co., Inc.
** PARCEL INFO
**
PR T
-. 95,975.00
ZONE CODE:
UA
USE:
UA
SUBDIVISION:
0079
BLOCK /LOT #:
0/
*.* FEE SUMMARY **
ESTIMATED
PR T
-. 95,975.00
FEES
w
MVALUATION:
Permit Fee
1,099.85
Plan Review Fee
714.90
..
Total Valuation
.00�
Use Tax
1,727.55
L'CG
** TOTAL **
3,542.30
Conditions:
MR: Approved. New outside mechanical equipment must be screened. Subject to
field inspection.
KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC,
2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Subject to
field inspection.
* *Letter from tenant required, acknowledging none comliance with IECC.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and
specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the
legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform
the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all
entities named within this docum t as parties to the work to be performed and that all work to be performed is disclosed in
this document and /or its' cc anying approved plans and specifications.
6 0 1
Signat OWNER or CONTRACTOR (Circle one) bate
1. This permit was issued based on the information provided in the permit application and accompanying plans and
specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances,
regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must
be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted
at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to
the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired
permits is at the sole discretion of the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior
and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy
of all required inspections and shall not proceed or conceal work without written approval of such work from the
Building and Inspection Services Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of
any provision of y applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject
to field s t'
Signature qllChitV Building Offical Date
INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
I ✓ City of %7
vV�l eat Midg e Date: ,_RL��
COMMUNITY DEVELOPMENT ¢
Plan#
Building & Inspection Services Division
7500 W. 29 Ave., Wheat Ridge, CO 80033 Permit #'� LC1l
Office: 303 - 235 -2855' Fax: 303- 237 - 8929
Inspection Line: 303 - 234 -5933
P
Building Permit Application
fEo rhfy�cltQSSi 4 [ 4 1 & 0 ()cv,2�rjg,2)
Property Owner (please print) l r7 Gc 0 Phone3a-2j --o��0
Mailing Address: (if different than property address)
Address: 3b 50 V — 5 l
City, State, Zip: (( �r/ r
�it- kPsti.`t J 1Q // o V
ohm 9: o 12-4—
Contractors City License #: Q(g6 3, Phone: 3 U3 -�A O - cl qd'
W
tracfors�.�,
Electrical: Plumbing: Mechanical
City License # City License # City License #
D scN tio" o vi or�c
f"' ,J,Z7�.� r✓1( Contract Value:
€ t
$
L L��14 sCh 11C �' Review Fee (due at time of submittal):
Squares BTU's Gallons Amps Sq Ft. $
® ®.
OWNER/CONTRACTORSICNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
- responsibility for compliance with applicable City of wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: SIGNATURE: - DA TE:.. .
Bldg Valuation:
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City of Wheat Ridge
Building Permit Submittal List
The following items are required for the Single- or two family building permit submittal for the property located at
. If any of the required items are not included in the submittal, the submittal will be considered incomplete and
returned immediately without review.
This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been
included.
Review Required by: ❑- Building ❑ Planning ❑ Public Works
SUBMITTAL DOCUMENTS:
Plans:
❑ Three (3) full -sized (24" x 36 ") plans
(Contents of plans detailed in the Single- and two - family handout) — yellow heading!'
❑ Three (3) stamped sets of foundation plans.
❑ Three (3) copies of a grading and erosion . control plan..
❑ One (1) copy of a soils report.
LEG' n/mrc %tl7A laStSS', FPS �
srn,2E RRr, 6P,�s� /ce�z 76�y,�
F',�nt'��e.v, tl � 13 e.mptt£e r Daa�J
DOCUMENTATION: rdDD Jt7sA
❑ One (1) completed building permit application. Aa/nyL' /WO, X,FV,SB+i°T+ RJPA�FL.rP:Fr
❑ One (1) property deed / Ost3lf -t c'v7T j l- , k 0
❑ One (1) certified survey or Improvement Location Certificate.
El Proof of utility availability (form provided by city).
❑ One (1) building permit submittal list. 1. iWArr W2. Yei�
❑ One Grade /Fill permit. •2— SfMQtviyf 7v [rdWry' >Sav'
C wt;2)
The following items are required for the commercial or multi- family building permit submittal for the property located at
. If any of the required items are not included in the submittal, the submittal will be considered incomplete and
returned immediately without review.
If you had a pre - application meeting with Staff, you must submit the checklist you received. Otherwise, . this sheet must be submitted with
the building permit application. Please initial beside each required item, signifying that it has been included.
Review Required by: ❑. Building ❑ Planning ❑ Public Works
SUBMITTAL DOCUMENTS:
Plans:
a ❑ Four (4) full -sized (24" x 36 ") plans
b (Contents of plans detailed in the Commercial & Multi- family handout) — pink heading
k ❑ Two (2) copies of a final drainage report and plan
Fa OR
Two (2) copies of a drainage letter and plan
f 4
s ❑ Two (2) copies of a grading and erosion control plan
~ E1 Two (2) copies of a traffic . impact study
OR
Two (2) copies of a trip generation study -
DOCUMENTATION:
❑ One (1) completed building permit application. -
❑ One (1) property deed.
❑ One (1) certified survey or Improvement Location Certificate. - - - -
❑ Proof of utility availability (form provided by city).
❑ One (1) building permit submittal list.
❑ One Grade /Fill permit.
[CC/ANSI A117.1 -2003
Chapter 5. General Site and Building Elements
Chapter 5. General Sit
501 General
501.1 Scope. General site and building elements
required to be accessible by the scoping provisions
adopted by the administrative authority shall comply
with the applicable provisions of Chapter 5.
502 Parking Spaces
502.1 General. Accessible car and van parking
spaces shall comply with Section 502.
502.2 Vehicle Space Size. Car parking spaces
shall be 96 inches (2440 mm) minimum in width.
Van parking spaces shall be 132 inches (3350 mm)
minimum in width.
EXCEPTION: Van parking spaces shall be per-
mitted to be 96 inches (2440 mm) minimum in
width where the adjacent access aisle is 96 inch-
es (2440 mm) minimum in width.
502.3 Vehicle Space Marking. Car and van park-
ing spaces shall be marked to define the width.
Where parking spaces are marked with lines, the
width measurements of parking spaces and adja-
cent access aisles shall be made from the centerline
of the markings.
EXCEPTION: Where parking spaces or access
aisles are not adjacent to another parking space
or access aisle, measurements shall be per-
e and Building Elements
mitted to include the full width of the line defining
the parking space or access aisle.
502.4 Access Aisle. Car and van parking spaces
shall have an adjacent access aisle complying with
Section 502.4.
502.4.1 Location. Access aisles shall adjoin an
accessible route. Two parking spaces shall be
permitted to share a common access aisle. Ac-
cess aisles shall not overlap with the vehicular
way. Parking spaces shall be permitted to have
access aisles placed on either side of the car or
van parking space. Van parking spaces that are
angled shall have access aisles located on the
passenger side of the parking space.
502.4.2 Width. Access aisles serving car and
van parking spaces shall be 60 inches (1525
mm) minimum in width.
502.4.3 Length. Access aisles shall extend the
full length of the parking spaces they serve.
502.4.4 Marking. Access aisles shall be
marked so as to discourage parking in them.
Where access aisles are marked with lines, the
width measurements of access aisles and adja-
cent parking spaces shall be made from the
centerline of the markings.
39
Chapter 5. General Site and Building Elements
EXCEPTION: Where access aisles or
parking spaces are not adjacent to another
access aisle or parking space, measure-
ments shall be permitted to include the full
width of the line defining the access aisle or
parking space.
5025 Floor Surfaces. Parking spaces and access
aisles shall comply with Section 302 and have sur-
face slopes not steeper than 1:48. Access aisles
shall be at the same level as the parking spaces they
serve.
502.6 Vertical Clearance. Parking spaces for vans,
access aisles serving them, and vehicular routes
from an entrance to the van parking spaces, and
from the van parking spaces to a vehicular exit serv-
ing them shall provide a vertical clearance of 98
inches (2490 mm) minimum.
502.7 Identification. Where accessible parking
spaces are required to be identified by signs, the
signs shall include the International Symbol of Ac-
cessibility complying with Section 703.6.3.1. Signs
identifying van parking spaces shall contain the
designation "van accessible." Such signs shall be
60 inches (1525 mm) minimum above the floor of
the parking space, measured to the bottom of the
sign.
502.8 Relationship to Accessible Routes. Park-
ing spaces and access aisles shall be designed so
that cars and vans, when parked, cannot obstruct
the required clear width of adjacent accessible
routes.
ICC /ANSI A717.1 -2003
503 Passenger Loading Zones
503.1 General. Accessible passenger loading
zones shall comply with Section 503.
503.2 Vehicle Pull -up Space Size. Passenger
loading zones shall provide a vehicular pull -up
space 96 inches (2440 mm) minimum in width and
20 feet (6100 mm) minimum in length.
503.3 Access Aisle. Passenger loading zones
shall have an adjacent access aisle complying with
Section 503.3.
503.3.1 Location. Access aisles shall adjoin an
accessible route. Access aisles shall not over-
lap the vehicular way.
503.3.2 Width. Access aisles serving vehicle
pull -up spaces shall be 60 inches (1525 mm)
minimum in width.
503.3.3 Length. Access aisles shall be 20 feet
(6100 mm) minimum in length.
503.3.4 Marking. Access aisles shall be
marked so as to discourage parking in them.
503.4 Floor Surfaces. Vehicle pull -up spaces and
access aisles serving them shall comply with Sec-
tion 302 and shall have slopes not steeper than
1:48. Access aisles shall be at the same level as the
vehicle pull -up space they serve.
503.5 Vertical Clearance. Vehicle pull -up spaces,
access aisles serving them, and a vehicular route
from an entrance to the passenger loading zone,
and from the passenger loading zone to a vehicular
exit serving them, shall provide a vertical clearance
of 114 inches (2895 mm) minimum.
City of
Wheatf l e
COMMUNITY DEVELOPMENT
Date•
Plan#
c
Building & Inspection Services Division I Permit #
7500 W. 29" Ave., Wheat Ridge, CO 80033
Office: 303 - 235 -2855 * Fax: 303 - 237 -8929
Inspection Line: 303 - 234 -5933
Building Permit Application
Pr3PertyAcldfess 4 /(?1�Q 0C , / 1 �1 t J
U
4 r�cL�
Property Owner (please print) � —(
1 9 c- C Phone:303 ac j -- CY10
Mailing Address: (if different than property address)
t �JJ
Address: r�h,St� J , � �J
City, S tate,
lA� P
C oatra": mct
Contractors City License #: Q(g6 Phone: 3 % U�ZLcl
Plumbing:
City License #
City License #
Mechanical:
City License #
D ES Grl pti"O tl'`O�NtiO r�C
�2iVtrz �el.( Contract Value:
Review Fee (due at time of submittal);
Squares BTU's Gallons Amps Sq Ft. $ 4
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate 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 this application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: SIGNATURE: DATE:
G t a r ay .T, m�' ���4 t �'im e*f' '�✓`i� � .��' »x t
�� �� Res 0 �✓ P ��`� ' lt'� s .��' ^ 'kx� l s�"+ 'Zi t�1 '"&`~;' a� ?�z� ,�, � ����� r � z _ .. ' •x °M,Y
a?s. sa..,, ,,, .v a `it�a.,, c$a`.4t,_. �. ,.,. u.�Y, �k.. a. ,+xza .r1am�' #e.'F. an✓d. .a. ,v,;;�W €v.�aa w+�,.,ar<Yfar'_ i. ,�.._ .. w.`vt. .,n »P, eM.a ..�}a...f
m - Aaa .T �{ �.^vr" 4k Wsi �' ?9 'bF �^" ^" 5••'1 t e, 5fS A r
I I - �I�tyseane �r�ph(7� app oU�ed w cot�me��ts � s�isa��prg,�fed �v� no reugew,fiegitg�re Bldg Valuation:
.�,r.. .T.:. 77_
OLGp/t2r�
Ovt.
-
�� __
'� �f �;-
12/16/10 14:01:52 City of Wheat Ridge Page 1
bp340 -iq ESTIMATE OF VALUATIONS AND FEES mmackey
THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES.
CODE - -- DESCRIPTION - - -- - - -- VALUATION- - - - - - -- -FEE - -- -USE TAX
prm Permit Fee 570,247.50 4,102.55 0.00
rvw Plan Review F 570,247.50 2,666.66 0.00
totva Total Valuati 570,247.50 0.00 0.00
use Use Tax 570,247.50 0.00 10,264.46
TOTAL VALUATION: 570,247.50
FEES VALUATION: 570,247.50
PERMIT FEE: 4,102.55
USE TAX: 10,264.46
OTHER FEES: 2,666.66
TOTAL FEES: 17,033.67
° w ` City of
J" W Wheatl dge
CommuN1TY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929
December 16, 2010
Lou Fieco
RE: 4860 VanGordon Street
Wheat Ridge, CO 80033
The following items are required for obtaining a permit for the above address prior to issuance:
1. Provide mechanical and electrical plan (3 sets )
2. Provide plan showing 2 "a floor including staircases (3 sets)
3. Provide Com.Check per International Energy Code (3 sets)
Once these items are received, the building department can move forward with the review.
If you have any questions feel free to contact me at 303/235 -2850.
Cordially,
Kirk Cadotte
Plans Examiner and Combination Inspector
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303 -235 -2850
Fax: 303 -237 -8929
www.ci.i hcatridgc.co_us
` I City of
Wheat _gam
COMMUNITY DEVELOPMENT
4Y?Y SY.C3,1F }1e91 t'Idj?f.00.t25
December 22, 2010
Lou -Mar Entities LLC
3650 Vance St # 1
Wheat Ridge, CO 80033
Attn: Lou Ficco
Over? my `Years of Eaufience — Since 1976
Re: 4840 Van Gordon Street. Wheat Ridge, CO 80033
Dear Mr, Ficco:
Chris Electwc Co., tnc,
1501 W. Cedar Avenue
Denver, CO 80223
Phone: (303) 778-8281
Fax: (303) 778-8213
www. Chr[sE]ectetc.com
We propose to furnish all material, labor, insurance, tools, equipment, applicable
licenses, sales tax and permits, and any other services and related items necessary
for proper execution of electrical work as follows:
Furnish and install new three - phase, 277!480 -volt, 200 -amp electrical service
originating from the existing Xcel Energy transformer.
Excavate from the building to the Xcel Energy transformer. Furnish and install
power feeders as necessary, Furnish and install self - contained meter. Furnish
and install two (2) 480 -volt disconnected. Furnish and install power feeders from
the main inside disconnect to the new 200 -amp. 480 -volt panel.
Furnish and install one (1) 480 -volt, three - phase, 200 -amp electrical distribution
panel located at the northwest corner of the East Unit.
Furnish and install one (1) 480 -volt. 100 -amp, three -phase feeder from the new
electrical distribution panel to the existing 480 -volt, three -phase electrical
distribution panel.
Hook -up and energize existing circuits for lighting and 120 -volt receptacles only,
throughout the East Unit,
Furnish and install wrap- around overhead fluorescent light fixtures in the newly
constructed restrooms and breakroom only. Furnish and install power supplies
for light fixtures in restrooms and breakroom only.
Furnish and install power supplies for customer furnished exhaust fans and hook-
up as necessary in restrooms,
4• Remove existing 400 -watt, metal - halide, high -bay overhead light fixtures from
East Unit. Install eighteen (18) customer - furnished, 2' X 4', T5 high- output, six -
tube. overhead fluorescent light fixtures. As stated by the customer, the fixtures
are 277 -volt. Chris Electric will furnish and install an additional six (6) 2' X 4`,
277 -volt, T5 high - output, six -tube, overhead fluorescent light fixtures as
requested by the customer for greater and equal lighting distribution and
illumination.
Remove all unused conduit from East Unit only.
Over q" Years v, f Exceffenee — Sinee 1976
December 22, 2010
Re: 4840 Van Gordon Street, Wheat Ridge, CO 80033
Page Two
!Votes and Exclusions:
✓ Professional electrical engineering and drawings are included in the following
price for the new electrical service only. In the event, the building department
requires additional electrical engineering for both units in order to change the
occupancy, additional costs for this is not' included in the following price.
✓ At this time, we do not know the exact number for EM (emergency) light fixtures
or exit signs will be necessary for this project, and the costs for these are not
included in the following price_ After Chris Electric obtains a building permit, the
building department will recommend the number of EM light fixtures and exit
signs are necessary for the East Unit. Chris Electric will then at that time provide
the customer an additional separate quotation for this work.
All electrical work, above and underneath the newly constructed 2 "` Floor
mezzanine located at the southwest corner for the East Unit is not included in the
following price.
f As noted above, power supplies for new breakroom is included in the following
price, any new electrical work, power supplies, receptacles etc. for the
breakroom is not included in the following price.
The following price excludes, voice /data cables, fire alarm, saw cuttinglcore
drilling, exhaust fans, low voltage temperature wiring and controls
THE ABOVE, COMPLETE, FOR THE SUM OF—.— ....... ..................$15,000.00
(FIFTEEN THOUSAND DOLLARS AND NO CENTS)
Oa gh"ty `Years a, f 11 w —Since 1976
As part of the consideration for the electrical installation identified above, Chris Electric Company,
Inc. extends a one (1) year warranty on all workmanship.
With regard to the parts used by Chris Electric Co., Inc., Chris Electric specifically limits the
warranty to the warranty as granted by the manufacturer of the part, if any, to Chris Electric
Company, Inc, and subject to transferability of that warranty to you,
The Company carries adequate installation and liability insurance for your protection.
It is our desire to work with you as closely as possible. and we shall prepare a precise work
schedule to meet with your approval upon acceptance of this proposal.
All installations to be completed in compliance with local and national electrical codes.
All installations to be performed in a professional manner.
Thank you for' he opportunity of working with you on this project. We appreciate being of service
to you.
Please indicate acceptance by signing and returning one (1) copy. Facsimile signatures shall
evidence and constitute a binding agreement between the parties.
NOTE: This proposal may be withdrawn by us if not accepted within. thirty (30) days,
AUTHORIZATION: I hereby authorize Chris Electric Company, Inc. to perform the above
requested work. i understand and agree to pay for said work immediately upon its completion,
unless prior arrangements have been made. Should t fail to pay as agreed, I will be obligated to
pay late charges of 1.5% per month on the unpaid balance. I further agree that in the event legal
proceedings are instituted to collect the unpaid balance, I will pay all costs incurred in connection
with said proceedings, including a reasonable attorney's fee.
Chris G.
Chris El,
i
ACCEPTED
PRINT NAME —
TITLE _1�11[f
DATE l2 138 /2ol
6s, President
Company, Inc,
December 22, 2010
Re' 4840 Van Gordon Street, Wheat Ridge, CO 80033
Page Three
PROPOSAL
3800 QUITMM STREET
DENVER,coLDRAW 80212
(303) 455 -9552
(303) 455 -9558
— ivntuc
VANCE
4860 VAN GORJ
303.420.9621
1
Quantity
Description of work
Unit
Price
Material
Total
1
1
1
1
TAX
LABOR
168 X 192 OPENING WITH 4" TUBE STOREFRONT
AND 1 "OA THERMAL AND STANDARD NARROW
STYLE ENTRANCE DOOR
COMPLETE DOOR FRAME AND TRANSOM NO
PANIC
ALL METAL
1" OA THERMAL UNIT ANNEALED AND TEMPERED
1525.00
1326.00
2750.00
432.93
1600.00
TOTAL
$9'633.93
- J
11205 East 37th Ave. • Denver, CO 80239
(303) 371 -5511 •(800)776 -4442
Fax (303) 371 -2211 - (800) 776 -4460
www.oldcastleglass.com
/(Z If
u
Ito
Wasatch Foundations Im
25599 WCIR 4
Hudson, Co 80542
Date 117/2011
Estimate# 727
Lou Mar Construction
P.O. #
Terms Net 15
Due Date Wwoli
Other
Wasatch Awndations Xnc
303-655 -1810
Fax 303-655-9268
Subtotal $6,200.00
Sales Tax (o.oyQ $0.00
Total $6,200.00
4850 Van Gordan, Wiest Ridge Co
FwndaVon Waft W Pit$ ImIudes all L.-Aw, cmcreW
1
& Rebar
4,700.00
4,700.00
Cwwb1W9 Floor inside Pits, Includes all Labor
concnih-
1.6w,00
1
Wasatch Awndations Xnc
303-655 -1810
Fax 303-655-9268
Subtotal $6,200.00
Sales Tax (o.oyQ $0.00
Total $6,200.00
To: Lou -Mar Builders
PROPOSAL /CONTRACT
GENERAL DESCRIPTION
Date: January 17, 2011
Jeffco Mechanical, Inc proposes to provide labor, material and construction in accordance
to the following project:
Tigar Gymnastics, Van Gordon St.
Wheat Ridge, CO
MECHANICAL CONDITIONS
This price is subject to change unless the owner accepts this proposal within thirty days.
Changes in the work to be performed shall be made only upon written authorization and
the contract price shall be adjusted accordingly. The owner shall insure the work and
premises against loss by fire and other peril. Also, heating- plumbing systems once
installed, become the owner's responsibility to protect and/ or insure.
WARRANTY
This job is warranted for a period of one year from the date of completion. Any warranty
by the manufacturer for parts beyond one year will be honored. Labor to replace said parts
is not herein warranted beyond one year warranty period. Any misuse or improper
maintenance of equipment or materials shall void said warranty.
INCLUSIONS:
HVAC:
Install 5175,000 BTU infrared tube heaters.
Install 100,000 BTU 90% efficient as furnaces at water meter
Includes all venting through roof or wall as needed.
2 -5KW baseboard heaters for bathrooms.
Exhaust fans for bathrooms.
4 heat only thermostats.
Install Thermotek T2-D.500-G15 MUA unit
Install Greenheck S1 -24 Exhaust fan with CO2 interlock
Install new gas lines for gymnastics heaters and regulators as needed.
Plumbing:
Install new plumbing fixtures as shown on prints dated 1 -13 -2011
1 floor drain in each bathroom.
Install new 40 gallon electric water heater under stairs in break area.
All water piping will be copper.
Prepared By Daryl N. Moore 16795 W. 44 Ave. Golden, CO 80403 303 -598 -4641
Drain piping from new fixtures to new sewer tap near manhole in parking lot.
2 water coolers as shown.
Install new furnished water meter off existing water feed inside building.
EXCLUSIONS:
Cuts to concrete, excavation, squeegee.
Concrete/asphalt finish.
Any traffic grade vaults or covers.
Seal roof penetrations. Jacks and flashings will be provided.
New H2O service line to curb.
CONTRACT PRICE:
Upon acceptance of this proposal, Owner agrees to pay Jeffco Mechanical, Inc a total o£
$ 29,950.00
ACCEPTANCE OF PROPOSAL:
The foregoing proposal, with its specifications, terms and conditions, is hereby agreed to
and accepted, this contract contains all understanding and agreements between the parties.
The undersigned acknowledges receipt of a copy of this contract.
Accepted:
By: v Ge�7
Date: Zol
Submitted by:
Prepared By Daryl N. Moore 16795 W. 44 Ave. Golden, CO 80403 303 -598 -4641
DeLUZIO CONSTRUCTION SERVICES
55660 EAST 41ST AVE
STRASBURG, CO 80136
303 -622 -6563 / 303 - 918-7450
Oate:
To:
Project:
Oate /drawings:
Scope of work:
10/22/20
LOU - MAR
TIGAR GYMNASTICS
1 012112 01 0 . ..................... I.........
STEEL STUD FRAMING AND GYP BOARD
20 GA MATERIALS WITH STEEL POST EVERY 8'
LABOR AND MATERIALS TO CONSTRUCT WALLS PER PLANS
LOW WALL FIGURED TO BE 6" -
TO
SEPERATIONWALLBETWEENTOILETSFIGUREDT ID GRID
PURR OUT WALLS IN TOILET FIGURED TO BE 3 516 TO GRID BE 3 5/8 FREE STANDIN
CONSTRUCT COLOSET IN STO P ER WARA ROUGH WITH LOU -E FIGURED
BREAKI RAGE ROOM WALLS
CON BOARD INSTALLED AND TAPED ONLY ON STORAGE ROOM CEILING
LAYOUT OF NEW WALLS, CLEAN UP AND BROOM SWEEP UOTE
WEEP INCLUDED IN Q
ACOUSTICAL CEILINGS
NEW 2' X N WHITE 15116 GRID SYSTEM WITH FLAT 2' X N
CEILING TILE ( USG RADAR) IN TOILETS
INGS CLEAN UP AND BROOM SWEEP INCLUDED IN QUOT
L)
i)
P)
LAYOUT OF CELL
letion dates are reviewed
ha m s r n wrftfrr 30 da s frorn this a�trmm av be
Estimate is subject to c � _arc
ha when schedule and co
$10,58
$774
INCREA sh or install access p primer of panels Parner of Gyp Boan
a
�
ble to hold ricers . or ermanent) is to be prowoc� �r
Sufficient lighting ( temp. P
for finishing of the gyp board. h -up to We will not guarantee any finishes if the
permanent lighting is not functional for touc fief surfaces are painted
in schedule do to m!
DUMPSTER TO BE FUR NI SHED BY GENERAL CONTRACTOR es rial
MANUFACTURES WILL NOT HOLD THE PRICING AFTER THE PRICE
Liability for liquidated damages
Fire caulking & fire safing
Fire caulking @ Penetrations of other trades
Patching of sprayed on fire proofing
Backing/Blocking wood or metal
Any wood items water &ground faults
Temp. heat,power re Doors, Frames ena.ne sing, calculations
Shop Drawings, 9
Respectfully submitted,
Tony 1 O
Furm Upgrade of existing corridor Dust protection of a
If required for fire rating Wall I Floor protect
Level5(five) finishing Off Hours work of
Clean up and removal of trash other
than related toDCS scope
Temp. barricades & general trades protection
Remove, protect, re install of window. coverings
KIPCO
5350 iCibner Street
Golden. CO 80403
303 - 278 - 15541303- 50R-R475
TO: Lou -Mar
FROM: K>PCO
RE: Quote for 4860 Van Gordon
DATE: October 25, 2010
1. Saw cut and remove concrete
2. Excavate for pits
Thank you,
Mike Nankervis
KIPCO
$2,500.00
3,500.00
� PX S, FIRE PR
TEC'rIoiv
PRODUCT SUBMITTAL
FOR:
TIGAR GYMNASTICS
4860 VAN GORDON ST,
WHEAT RIDGE, CO 80033
18795 W. 59� Pl., Golden CO 80403 * 303- 279 -8279 * FAX 303 - 279 -8296
State License # 520
Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe
products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our
customers have an option to buy a carefully designed replacement for Schedule 40 that
• Has a Corrosion Resistance Ratio of 1.0
• Has No Thread Warning
• Has a Pressure Rating of 300 psi
• Is Lighter Weight Than Schedule 40
• Is Approved by Factory Mutual and Listed by Underwriters Laboratories
• Is Produced in Accordance to ASTM A -135 and A -795
• Can be Used With Standard Schedule 40 Threaded Fittings,
Couplings and Valves
• Is Produced From Steel With Excellent Properties of
Strength and Threadability
• Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems"
• Offers Lower Freight Costs
EDDYTHRFAD do .^�FFr:IFIr:ATIf1NC
Nominal
Weight
I.D.
Bundle
Pipe Size in
Lb. /Ft
(!n)
Size
1
1.600
1.090
70
1 -1/4
2.139
1.425
51
1 -112
2.562
1.655
44
2
3.364
2.124
30
C' ()RRrl Clrltd RFCiCTAAIf'C DATInC
Nominal
Sch. 40
EDDYTHREAD 40
EDDYLITE
Pi Size in
1
1.00
1.00
0.74
1 -1/4
1.00
1.00
0.48
1-1/2
1.00
1.00
0.47
2 f
1.00
1.00
0.38
Eddyfhreed 40 can be hot dipped galvanized to meet FM's requirement for dry systems
1819 CI ton Road For additional information,
(/�v't,�,t`�(+J�) O 63017 contact your salesperson today at s @113 .k
l.( BULL"MAGE nMCNMRF NY (800) 32 (800) 3254467 or (636) 537 -2600 =81
V FAX: (636) 537 =2645 in the USA, or from Canada
a w .brdlm00SCtub0 o0nt call (800) 882 -4666 Al
A ®company e-mail: info ii:but1m00SZa1ba.00m
•••wmrea
uilaameuanm�retrearre�nreamnamaswiwnmmew� .aa�wv�ua,. amnm�•nnereaerw.merenema�a• oar+ aweaecesonewrmw�em�awu�trna .�naasamon.
02/03
The Cost Effective Replacement for Schedule 10
NPS I O.D. i Eddy Flow Sclr. 10 Sch. 40 Eddy Flow I Schodule 40
AM ! 1r -1 11— ... .
1.114
1.660
1.515
1.442
1.380
2.93
1.00
1-112
1.900
1.734
1.682
1.610
3.44
1.00
2
2.375
I
2.209
2.157
2.067
2.78
1.00
2-1/2
2.875
2.729
2.635
2.469
1.09
1.00
3
A
3.500
• vnn
3.342
--
3.260
3.068
1.00
1.00
1 Orraf CanlNad MAS1MAr3SandA79i
? FH approved r,: l enovarg and W*" row esa fd we, Systems,
? U , Nsted (re, U.S d Canada) rrar/oWfig by rwMtee a by ested rvbbe,gaakated RMAirs re, we M Msq dty,
pnadden, and dailies We sprinkle, syetema.
? Llehtwalght • saris SNppfng "Sm, and oAWS caste, handUn
o CM be Ysad wtdl rml ersbvad COYpdngs of melded otrdars le, pnesuns W re 175 psl,
floe,sfook awyaWe in M-MUS 1602"S pradaeadln Trenton (OA). Ovatd (MO), abd M4SOry(ON). Also can as
orderer M eusbaw h"bls.
P
o Can be soWled roll grooved or p/sln end.
Can be uaad for wet and dry' systems.
Eddy Few can Oo set dipped gatvanfaad ro rower F7411 regtdfsmwd fade entems.
The following tables will help you determine the substantial hydraulic advantages of Eddy Flow over Schedule 10,
and achieve cost savings through system downsizing. Any questions or comments should be addressed to Bull
Moose Tube Technical Support Department at 888- 227 -6430, or via e-mail at tQQh$UQD*rt(MbUllmQg§etMbe.coM
Please request our cutshest for more information on Eddy Flow.
Friction lass calculations are based on the Hazen - Williams formula
P a ( 4.52 X gl.6e )r ( Cl-" X d4.11) Where
P Is the frictional resistance In pounds pressure per square inch per foot of pipe,
Q is the gallons per minute flowing,
d is the inside diameter of pipe In inches, and
C is the friction 1098 coefficient. C =100 (for dry systems), C= 120 (for wet systems).
LD.'s used for the calculations are given in parenthesis.
1615 Cterksan RoM For additle118f Mfermaflon, �
ChostarrwW, Mo 63017 Censor your salesperson today of
eAQ TL a cOa�alN(Y, FAX: 3254 46? (800) 325.4467 or (636) 53'.2600. led i'. ; - .... .
i FAX' (6313) 937.2846 !n the USA, or from Carleds
www.6dlfmomtubecom - au(600) 882-4666 rrINA
A ®tomparry a•matl: bulim00setubecom
aasabvs
Wlnrornetlm.mmird MnMirorWrkw�rn<Idr sm ar 0ue4wWn. ewlMxw toot rlwn\ctlM hdllUpMrq�areduRtorMaaUpN xlVgw rgt4:s aA+MnoW bwwdnpotlbuM+.
run>
TO /1:0 39Vd - DND1Ifr - TTgAClQQCnc cM!TT ann7
,l
L
i,
3 APPLICATION
The Ames 2001 SS provides positive drip -tight
closure against the reverse flow of non potable
liquids caused by a cross connection. The 2001 SS
can be used in fire protection systems, irrigation
systems and other systems requiring non - health
hazard protection.
INSTALLATION
The 2001 SS may be installed vertically or
horizontally. Refer to local codes for specific
installation requirements.
SPECIFICATIONS
The double check shall consist of two
independently operated spring loaded cam -check
valves, required test cocks, and optional inlet and
outlet resilient wedge shut off valves. Each cam
check shall be internally loaded and provide a
positive drip tight closure against the reverse flow
of liquid caused by back siphonage or back
pressure. The modular cam -check includes a
stainless steel spring and cam -arm, rubber faced
disc and a replaceable seat.
` NATIONAL APPROVALS
Contact the Ames factory for specific approvals.
A FEATURES
• 50% Shorter end to end dimensions for
compact inexpensive installation.
• 60% lighter in weight, reduces installation
and handling costs.
• Stainless steel reinforced patented cam
check assembly for long term reliability and
low head loss.
• Reversible cam check disc.
• 100% Lead Free.
• No Special Tools Required for Servicing.
• 300 stainless steel one piece body.
• Same lay length as most Detector
Check Valves, for retrofit applications.
FLUID CONTROL SYSTEMS
)SY
NR
y a ? dd > -3
Size
A
B
C
D
E
F
G
Weight
w/ Gates
Weight
w/o Gates
in.
in.
in.
in
in.
in.
in.
lbs.
lbs.
3"
20"
36 1/8"
10 1/2"
3 3/4"
7 1/2"
18 7/8"
12 3/8"
190
43
4"
16 112"
34 5/8"
10 1/2"
4 1/2"
9"
22 3/4"
14 3/4"
255
42
6"
22 1/2"
43 5/8"
121/2"
5 1/2"
11"
301/8"
19"
399
78
8"
22 112"
45 5/8"
12 1/2"
6 3/4"
13 1/2"
37 314"
22 1/2"
613
92
3 "Documw oFLow CHAwrERisncs p� s� vuvm)
0 100 200 300 400 500
Flow Rate (GPM)
isn
6"DocumwmFLowCwAA=Rts(I —s—rt vav>:s)
0 250 500 750 1000 1250 1500
Flow Rate (GPM)
�- Approximate head loss at the UL rated flow
V = Vertical
H = Horiizontal
Contact Ames Company for "N" pattern
configuration information.
CO
FLUID CONTROL SYSTEMS
4" DocumENTED FtowCR4RAmRisncs (i n sir V&ve)
10
j 6 ``� ° . V
v 4
0 2
a D
0 100 200 300 400 500 600
Flow Rate (GPM)
_ 6" DocuMENTEDFlow CRaRacmancspla ,ourG vim)
0 400 800 1200 1600 2000 2400
Flow Rate (GPM)
PHYSICAL CHARACTERISTICS
Sizes: 3 ", 4" 6" 8"
Rated working pressure: 175 psi
Temperature range: 32 0 F to 110 °F
Flange dimension in accordance with AW WA Class D
All internal metal parts: 300 series stainless steel
Construction: 300 series stainless steel
M82 -108
.., R/99
ES -FBV -3
Job Name _
Job Location
Engineer _
Approval _
Series FBV -3
2 Piece, Full Port
Brass Ball Valves
Sizes: 1 /4" through 3" (8 -80mm)
U` FM Mss- sP -110
O
Approved 1 /4" - 3" (8 -80mm)
1 h" - 2" (15 -50mm)
FEATURES
Contractor
Approval
Contractor's P.O. No.
Representative
Series FBV -3
Threaded End
Sizes: t /a" - 3" (8 -80mm)
• Suitable for full range of liquids and gases
• Minimal pressure drop due to full size ports
• Bottom loaded, blow -out proof stem
• Pressure rated at 600 psi (41 bars) WOG non -shock and
150 psi (10.3 bars) WSP for r /4' - 2 " 600 psi (41 bars) WOG
non -shock and 125 psi (8.6 bars) WSP for 2Vz" - 3 ".
• Virgin PTFE stem packing seal, thrust washer and seats
• Vinyl insulator on heavy duty, zinc - plated carbon steel handles
• Fast quarter -turn open or close operation
• Excellent for throttling and balancing applications of
nonabrasive fluids where minimum Flow is 20% to 100%
of valve capacity
• Low operating torque
• Adjustable stem packing gland
• Maximum operating temperature. 400 "F (204 0 C)
• Minimum operating temperature. -40 "F ( - 40 0 C)
GAS APPROVALS - Threaded valves only
Size 1 h" - 2" (15 - 50mm)
CSA A@ us
2 and 5 psi 0 -40 "F to 125"F (14 and 34 kPa @ -40 to 52 0 C)
Size 1 h", a/4" & 1" (15, 20 & 25mm)
ASME11316.33 /CSA
125 psi at maximum operating pressure @ -40"F to 400 "F
(8.6 bars @ -40 0 C to 204 0 C)
FIRE SERVICE APPROVALS
Size 1 /4 11 - 2" (8 - 50mm)
UUFM rated at 300 PSI
Series FBVS -3*
Solder Connections
Sizes: ale" - 3" (10 -80mm)
( 1 h"- 2" only)
U9
SPECIFICATIONS
Approved valves shall be 2 -piece and constructed of forged
brass body and end adapter. Bail shall be full port, chrome
plated brass. Seats and stem packing shall be virgin PTFE.
Stem shall be brass with adjustable stem packing nut
threaded to body to prevent stem leakage if lever removed.
Valves shall be rated to 600 psi WOG (41 bars) and 150 psi
WSP (10.3 bars), and comply with MSS -SP -110, CSA, UUFM
and ANSI 816.33 where applicable. Valves shall be equal to
Watts' FBV -3 (threaded) or FBVS -3 (solder end).
'This valve is designed to be soft soldered into lines without disas-
sembly, using a low temperature solder to 4201F (216 Higher
temperature solders may damage the seat material.
Apply heat with the flame directed AWAY from the center of the
valve body. Excessive heat can harm the seats. After soldering, the
packing nut may have to be tightened.
A LEAVEN /N VALVE TECNNOLOOV
REGULATOR
—si "c" lava Watts industries, Inc.—
Water Products Division " Safety & Control Valves
USA: 815 Chestnut St, NoAndover, MA01845-6098; www.wattsteg.com
Canada: 5435 North Service Rd., Burlington, ONT. LR 5H7; www.wattseda.com
• 1
CER71FIED
MATERIALS
A- 20
® B : 10
a
i
C �
N
� D a
L
® a
m 1
G �H I
��H
E- ® �
F
A. Handle Nut - Zinc plated carbon steel
B. Handle - Zinc plated carbon steel
Flow (gpm)
TEMPERATURE /PRESSURE RATING
bars psi
41.3 600
` 34.5 500
y 27.6 400
a 21h" - 3'
C 20.7 300
Y
L
3 13.8 200
DIMENSIONS
6.9 100
I H I I Ht 3.4 50
0 0
°F
10 38 93 149 204 260 °C
With vinyl insulator
C.
Packing Nut - Brass
0.
Stem Packing - Virgin PTFE
E.
Thrust Washer - Virgin PTFE
F.
Stem - Machined Brass
G.
Body - Forged brass
H.
Seats - Virgin PTFE
1.
Ball - Chrome plated brass
J.
Adaptor- Forged brass
Flow (gpm)
TEMPERATURE /PRESSURE RATING
bars psi
41.3 600
` 34.5 500
y 27.6 400
a 21h" - 3'
C 20.7 300
Y
L
3 13.8 200
DIMENSIONS
6.9 100
I H I I Ht 3.4 50
0 0
°F
10 38 93 149 204 260 °C
e
or
ssure/
Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact
Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without in-
curring any obligation to make such changes and modifications on Watts products previously or subsequently sold.
ES- FBV -30138 ® WattsnegWatorCo., 1997 Printed in U.S.A.
FLOW CURVES
•�• '�- �- i! � ;� ^ a, ti
I
C
I
C
Working Temperatur
'See applicable note on reverse
side f
-- -
I
--
-
- - -- -t I - - --
solder
end
valves with regards
to pre
temperature
rating.
L
( FBV
-3
I Lt ( FBVS -3
FBV -3
FBVS -3
Dimensions
Size
Ordering
Ordering
C H Ht
I
L
L1
Wei
ht
in.
mm
Code No.
Code No.
in. mm in. m in. mm
m
in.
mm
in.
mm
in. mm
lbs.
kg.
4 /4
3h
1 /z
3 /4
1
8
10
15
20
25
546800
546801
546802
546803
546804
-
-
546810
546811
546812
1 /a
136
1
2
236
36
36
50
52
62
336
336
3 /a
4
4
81
81
91
114
125
-
-
3
4
4
-
-
91
114
125
3 /e
3 /s
t
13 /6
1
10.5
10.5
12.5
20.0
25.0
1
1
2
2
3'/a
46
46
60
68
80
-
-
2'/s
2
33e
-
-
53
72
86
.3
.3
.5
.8
1.4
.1
.1
.2
.3
.6
1
32
546805
546813
2
66
4
125
4
125
1
31.0
3
90
3
98
2.0
.9
1'/2
40
546806
546814
2 /s
75
5
140
5
140
1
39.0
3
99
4
112
2.6
1.2
2
50
546807
546815
3
80
7
200
7
200
1
50.0
4r%
113
5
135
4.0
1.8
2
65
760210
760211
4 /s
109
9
250
7/8
200
2
60.5
5%2
140
6 /s
161
9.0
4.1
3
80
760212
760213
4%
118
9
250
7
200
2
74.0
6'/4
159
736
182
12.8
5.8
e
or
ssure/
Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact
Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without in-
curring any obligation to make such changes and modifications on Watts products previously or subsequently sold.
ES- FBV -30138 ® WattsnegWatorCo., 1997 Printed in U.S.A.
FLOW CURVES
•�• '�- �- i! � ;� ^ a, ti
h�
L
Faster, Cleaner, Better
Anvil's innovative DRI- SEAL ® Gasket for Gruvlok Fire Protection
Systems is from cutting-edge technology that not only pre.lubri-
cates Gruvlok Gaskets, but continues to provide sealability after
installation is complete.
FASTER Since Gruvlok DRISEAL Gaskets require NO FIELD
LUBRICATION, Gruvlok 7400 and 7000 couplings assemble
significantly faster.
Saving the field lube step in typical installations translates into a
faster system construction.
CLEANER No lubricant, no messy gloves, no slippery tools, and
no residue to clean -up. DRI-SEAL` brand gaskets from Gruvlok
puts savings into the hands of installers instead of grease!
BETTER DRISEAL brand is NOT a coating. The DRISEAL
gasket is a cutting edge elostomer process that not only provides
a pre-lubricant installation, but supports gasket sealability after
the joint assembly.
Figure 3400* lligidlite Coupling
The Figure 7400 Rigidlite Coupling from Gruvlok is specially
designed to provide a rigid, locked -in pipe connection to meet
the specific demands of rigid design steel pipe. Fast and easy
swing installation of the rugged lightweight housing produc-
es a secure, rigid pipe joint. The Figure 7400 Rigidlite Coupling
is UL /ULC Listed and FM Approved for fire protection service in
both wet and dry systems, with roll grooved or cut grooved steel
pipe prepared in accordance with Gruvlok grooving specifica-
tions. Working pressure ratings shown are for reference only
and are based on schedule 40 pipe. For the latest UL /ULC
Listed and FM approved pressure ratings versus pipe sched-
ule, see www.anvilintl.com or contact your local Gruvlok Sales
Representative.
The Figure 7400 Rigidlite Coupling
with a DRI - SEAL`, "C" Style,
Grade E Type "A" gasket is intend-
ed for use in fire protection systems
installed in accordance with NFPA
Standard 13 "Sprinkler Systems ".
0d
■
Ipl Ipl 1
� Couplings equipped with DRISEAL`
gaskets are differentiated from standard
couplings by the use of purple nuts.
Consult Gruvlok Catalog (item #0401 for Gasket Styles,
Gasket Grade Index, and Gasket recommendations.
13 For more information, and installation and assembly
instructions, go to Anvil's website (www.onvilind.com).
- Available galvanized.
` VAen ordering, refer to product as FP7400.
FIGURE
tl t
CO UPLING
A WAflNING
Range m
COUPLING
SPECIFIED
Nominal
Pipe
Max. Wk.
For dry pipe systems and Freezer
Pipe End
COUPLING DIMENSIONS :
BOLTS
TORQUE §
Appmx.
Size
00
Pressure
-�
Separation
applications lubrication of the gasket
is required, Gruvlok Xtremere lubricant
Note: 7400 Type "E" required for use in copper system
2 ,..-
Oty.
Size
Min.
Max.
Wt. Ea.
is recommended.
§ - For additional Bolt Torque
information and Coupling Data Chart Notes, see page 16.
� Couplings equipped with DRISEAL`
gaskets are differentiated from standard
couplings by the use of purple nuts.
Consult Gruvlok Catalog (item #0401 for Gasket Styles,
Gasket Grade Index, and Gasket recommendations.
13 For more information, and installation and assembly
instructions, go to Anvil's website (www.onvilind.com).
- Available galvanized.
` VAen ordering, refer to product as FP7400.
For additional technical information, please ` 4
lisit Anvil's web site at www.anvilinti.com I I T � 5 I S
li - Also available as an internationally manufactured product which
includes pre - lubricated gasket identified by yellow nuts.
FIGURE
tl t
CO UPLING
Range m
COUPLING
SPECIFIED
Nominal
Pipe
Max. Wk.
Max.
Pipe End
COUPLING DIMENSIONS :
BOLTS
TORQUE §
Appmx.
Size
00
Pressure
End Load
Separation
X
Y
2 ,..-
Oty.
Size
Min.
Max.
Wt. Ea.
1n.7O■mm
ln.mm
PSI/6ar
Lbs i1M
tn: /mm
to.1mar
7n./mm
{n./mm
:
WMIN
FlAhS
-M::
LBs.
P/4
1.660
300
649
0 - 1/a
2
4 /x:: "-
`1 -.'
2
3 A 2
30
45
1.3
32
42.2
20.7
2.89
0-32
Ml6 x 57
40
60
0.6
1 �
1.900
300
851
0 -'h
2%
' 4
1
2
1 h x 2
30
45
1.4
40
48.3
20.7
3.78
0-3.2
Il910 x 57
40
60
0.6
2
2.375
300
1,329
0 -Ye
3%4
5
1s /4
2
%x 2' /4
30
45
1.6
50
60.3
20.7
5.91
0 -3.2
--
M10x57
40
60
0.7
2
2.875
300
1,948
0 -'e
3
6
1%4
2
s%x 2'/4
30
45
1.9
65
73.0
20.7
8.66
0-3.2
M10 x 57
40
60
0.9
3
3.500
300
2,886
0- 1 /8
4
6 /4
1
2
s /ax 2
30
45
2.1
80
68.9
20.7
12.84
0-3.2
M10x70
40
60
1.0
4
4.500
300
4,771
0-
5
7
1'
2
%x 2
30
45
3.1
100
114.3
20.7
21.22
0-5.4
1410 x 70
40
60
1.4
5
5.563
300
7,292
0 - 1 /4
08
9'14
2
2
1 h x 3
80
100
4.6
125
141.3
20.7
32.44
0-6.4
x112 x 76
1 10
150
2,1
6
6.625
300
10,341
0 -'h
7A -
10
2
2
'h x 3
80
100
5.5
150
168.3
20.7
46.00
0 -5.4
Ad 12 x76
110
150
2.5
8
8.625
300
17,528
0 -'/e
10'/4.
12
Z
2
Yzz3
80
100
6.4
200
219.7
20.7
77.97
0-3.2
A1112 x 76
710
150
3.8
For additional technical information, please ` 4
lisit Anvil's web site at www.anvilinti.com I I T � 5 I S
li - Also available as an internationally manufactured product which
includes pre - lubricated gasket identified by yellow nuts.
Size Range - (Fig. 65 and Fig. 66) S/6 thru � /ts
inch rod (1/2 thru 10 inch pipe).
Material - Carbon Steel with hardened cup
point set screw and jam nut.
Function - Recommended for hanging from
steel beam where flange thickness does not
exceed 3/4 inch (Fig. 65) or 1 -1/4" (Fig. 66)
Features - All steel construction eliminates
structural deficiencies associated with casting
type beam clamps. May be used on top or
bottom flange of the beam. (Beveled lip allows
hanging from top flange where clearance is
limited.) Mavbe installed with set screw in up
or down position. Offset design permits
unlimited rod adjustment by allowing the rod to
be threaded completely through the clamp.
Open design permits inspection of thread
engagement.
Approval.+ - Underwriters' Laboratories Listed
in the U.S. (UL) and Canada (cUL). Factory
Mutual Engineering approved. Conforms to
Federal Specification Society SP-69, type 19 and
23. Exceeds requirements of the National Fire
Protection Association (NFPA), Pamphlet #13,
3/8 inch rod will support 1/2 thru 4 inch pipe,
1/2 inch rod will support 1/2 thru 8 inch pipe.
Finish - Plain, Electro-Galvanized, and HDG.
Order Bv- Figure number, rod size, and finish.
c:...
L
Fig. 65 Ti
R C D E
FIG. 65
J;
Max. Rec Approx
Fig. 66 TABLE
n C D E F Mass. Rec. Approx
i
10
Size Range - 1/2 thru 8 inch pipe.
Material- Carbon Steel, Mil. Galvanized to G -90
specifications.
Function - For fire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features
• (1/2 thru 2 inch) Flared edges ease installation for all
pipe types and protect CPVC plastic pipe from abrasion.
Captured design keeps adjusting nut from separating
with hanger. Hanger is easily installed around pipe.
• (2 -1/2 thru 8 inch) Spring tension on nut holds it
securely in hanger before installation. Adjusting nut is
easily removed.
Approta /s - Underwriters' Laboratories listed (1/2" thru
8 ") in the U.S. (UL) and Canada WL) for Steel and
CPVC plastic pipe and Factory Mutual Engineering
approved (3/4" thru 8 "). Conforms to Federal
Specifications V/W -H -171 E, Type 10, and
Manufacrarers Standardization Society SP-69, type 10.
MG.200
ADJUSTABLE BAND HANGER
Maximum Temperature- 650 ° F.
Finish - 1vid. Galvanized and Stainless Steel.
Order By-- Figure number and pipe size.
1/2 — 2 inch pipe
PIPE ROD SIZE
"I
FM
MAX. REC. APPROX.
SIZE
inch
Metric*
A
B
LOADLBS.
WT. /100
1/2
3/8
8mm or 10mm
3 -1/8
2.5/8
400
11
3/4
3/8
8mm or 10mm
3 -1 /8
2 -1/2
400
11
1
3/8
8mm or lOmm
3.3/8
2 -5/8
400
12
1 -1/4
3/8
8mm or 10mm
3.3/4
2 -7/8
400
13
1 -1/2
3./8
8mm or 10mm
3 -7/8
2 -7/8
400
14
2
3/8
8mm or 10mm
4 -1/2
3
400
15
2 -1/2
3/8
10mm
5 -5/8
4.1/8
600
27
3
3/8
10mm
5.7/8
4
600
29
3 -1/2
3/8
10mm
7 -3 /8
5 -1/4
600
34
4
3/8
lOmm
7 -3/8
5
1000
35
5
1/2
12mm
9.1/8
6.1/4
1250
66
6
1/2
12mm
10 -1/8
6-3/4
1250
73
8
1/2
12mm
13 -1 /8
8-3/4
1250
136
B
AI
2 1/2 - 8 inch pipe
* Order Fie. 2001`1
Hydraulics Summary Shut
P.C.F. Fire Profecfion
19795 W. 59fh Place
Golden. Colorado 90403
(303)- 279 -9279
Project Information
TIGAR GYMNASTICS
4980 YAN GORDON ST
WHEAT RIDGE. CO 90033
Contrast No: 010 -168
Suldfnia: AT SITE (EAS'
Systrrr 10: REMOTE AREA
Rrt_ OrmWho No: FP -1 OF 1
Constru tiara: NON- COMBUSTIBLE
13— orb GYM (WAREHOUSE)
Autbsrft ARVADA FIRE PROTECTION GIST.
System Information amla m TAM ICT
Hydraulics Design Criteria
Orisfty:
.20 GPM /SgFt
Rrnotm Arena:
1500 SgFt
Sprfn4dr CowoOr
130 SgFt
Omfian Standard:
NFPA 13
Homrd:
ORDINARY GROUP II
Fiiau-r
11.2.3.1.5 Ckjr . 3
Sprinklers / Nozzles
Momdonfu•r: VIKING
Model: M
Sfa: 1/2
K- Foator: 5.5
Tmmprotu-s Rotfno: 286
Commodity Storage
Commmmr. N/A Stria Mdh: N/A
Class: N/A Laaotfon: N/A
Arno. N/A Afslm Y9fd: N/A
Storoias Ht: N/A Solfd PlmdZ N/A Pouitfad2 N/A
itac km
Rock Type: N/A
Horfmntol Borrfrs: N/A
Flm 513odnia Laniaftudinal: N/A
Orsfmn : Peter C. Froyen
Cola Br Peter C, Froyen
Cafm 12 -8 -10
Hydraulics
Information
Demand...
Spr Rmq'd Prrs:
51.44
PSI
Spr Rmq'd Flom
319.95
GPM
Add'I Flom:
0.00
GPM
Moss of Sr=
250.00
GPM
Total Flom
569.95
GPM
Total Press:
51.44
PSI
5totfa Orr
0.00 Ft
Supply...
watw F%w
Tasf
Stotfa:
58.50
PSI
Rmfcfml:
49.50
GPM
L7ty Flordno.
1548.00
GPM
Eirrotfam
0.00 Ft
Ootr12 -7 -10
Tfms9:00
AM
By: ARVADA FIRE PROTECTION
Pump Data
Rotmd: (NA) PSIL+ (NA)
GPM
Boost Prmz
(NA)
PSI
Ofsatnriam Pros:
(NA)
PSI
Ofsdioram Flom
(NA)
GPM
t,.7` 011f bb%od
Stotfx
(NA)
PSI
Rmrdmi:
(NA)
GPM
o +y Florrfnia:
(NA)
GPM
Available...
P) 57.09 PSI(+ 569.95 GPM
F) 51.44 PSI(+ 1357.41 GPM
Margin...
Prmsu-r 5.64 PSI
Flom 787.45 GPM
Sfiama 0yn0mfo9 Corporotron
9 mwnga 790z. a mahti ftmmma
Enaopsdotfon? N/A
Tronswsm N/A
7700 Hyelratlram
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SUBMITTAL SERIAL NO:2776HY1
12 -08 -2010 PAGE 1
TIGAR GYM
TIGAR GYM
FLOW TEST RESULTS
Water Supply
STATIC 58.50 PSI
RESIDUAL 49.50 PSI
@ 1548.00
GPM
CITY PRESSURE AVAILABLE AT
570.0
GPM
57.08 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K- FACTOR PRESSURE
----
-- - - -- -- --
105 29.80 24.00
- - --
5.50
- - -- - --
29.35
106 24.42 24.00
5.50
19.71
107 24.14 24.00
5.50
19.26
108 24.05 24.00
5.50
19.12
109 24.06 24.00
5.50
19.14
110 24.14 24.00
5.50
19.27
ill 24.43 24.00
5.50
19.73
112 24.37 24.00
5.50
19.64
113 24.09 24.00
5.50
19.18
114 24.00 24.00
5.50
19.04
115 24.00 24.00
5.50
19.04
116 24.09 24.00
5.50
19.18
117 24.37 24.00
5.50
19.63
TOTAL WATER REQUIRED FOR SYSTEM
319.95
GPM
OUTSIDE HOSE STREAMS AT 0
250.00
GPM
TOTAL WATER REQUIREMENT
569.95
GPM
PRESSURE REQUIRED AT 0
51.44
PSI
MAXIMUM PRESSURE UNBALANCE IN
LOOPS
0.08
PSI
MAXIMUM VELOCITY IN PIPES
9.92
FPS
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
116 115
EQUIV
Q
23.93
117 116DQ
24.09
Q
48.02
62 117DQ
24.37
Q
72.39
22 62
Q 72.39
21 22
Q 72.39
--------------- - --
114 115
Q 0.07
113 114DQ 24.00
Q 24.07
112 113DQ 24.09
Q 48.16
52 112DQ 24.37
Q 72.53
42 52
Q 72.53
33 42
Q 72.53
13 33
Q 72.53
1.734
BL
1.734
BL
1.734
BL
1.734
RN
2.729
AiN
1.734
BL
1.734
BL
1.734
BL
1.734
BL
1.728
BL
2.030
BL
2.030
RN
12 -08 -2010 PAGE 2
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
8.00
0.0157
PT
19.04
(115)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.13
L
8.00
0.0569
PT
19.17
(116)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.46
L
62.83
0.1216
PT
19.63
(117)
F =0
F
0.00
PE
0.00
C120
T
62.83
PF
7.64
L
2.00
0.1216
PT
27.27
( 62)
F =T
F
8.00
PE
0.87
C120
T
10.00
PF
1.22
L
15.00
0.0134
PT
29.36
( 22)
F =0
F
0.00
PE
0.00
C120
T
15.00
PF
0.20
PT
29.56
( 21)
L
8.00
0.0000
PT
19.04
(115)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.00
L
8.00
0.0159
PT
19.04
(114)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.13
L
8.00
0.0572
PT
19.17
(113)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.46
L
22.50
0.1220
PT
19.63
(112)
F =T
F
8.00
PE
0.00
C120
T
30.50
PF
3.72
L
47.75
0.1739
PT
23.35
( 52)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
8.30
L
6.08
0.0794
PT
31.65
( 42)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
1.04
L
1.88
0.0794
PT
32.69
( 33)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.71
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
12
13
P -LOSS
Q
72.53
---------------
109
108
- --
Q
0.22
110
109DQ
24.06
Q
24.28
111
110DQ
24.14
0.0020
Q
48.43
61
111DQ
24.43
0.00
Q
72.85
21
61
C100
T
Q
72.85
20
21DQ
72.39
Q
145.24
---------------
107
108
- --
( 12)
Q
23.83
106
107DQ
24.14
19.12
Q
47.96
51
106DQ
24.42
PE
Q
72.38
41
51
8.00
Q
72.38
32 41
Q 72.38
4.310
141"
1.734
BL
1.734
BL
1.734
BL
1.734
BL
1.734
RN
2.729
CM2
1.734
BL
1.734
BL
1.734
BL
1.728
BL
2.030
BL
12 -08 -2010 PAGE 3
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
15.00
0.0020
PT
34.21
( 13)
F =0
F
0.00
PE
0.00
C100
T
15.00
PF
0.03
PT
34.24
( 12)
L
8.00
0.0000
PT
19.12
(108)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.00
L
8.00
0.0161
PT
19.12
(109)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.13
L
8.00
0.0578
PT
19.25
(110)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.46
L
62.83
0.1230
PT
19.71
(111)
F =0
F
0.00
PE
0.00
C120
T
62.83
PF
7.73
L
2.00
0.1230
PT
27.44
( 61)
F =T
F
8.00
PE
0.87
C120
T
10.00
PF
1.23
L
15.00
0.0484
PT
29.54
( 21)
F =0
F
0.00
PE
0.00 -
C120
T
15.00
PF
0.73
PT
30.27
( 20)
L
8.00
0.0156
PT
19.12
(108)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.12
L
8.00
0.0568
PT
19.24
(107)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.45
L
22.50
0.1216
PT
19.69
(106)
F =T
F
8.00
PE
0.00
C120
T
30.50
PF
3.71
L
47.75
0.1732
PT
23.40
( 51)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
8.27
L
6.08
0.0791
PT
31.67
( 41)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
1.03
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
12 32 2.030
Q 72.38
RN
11 12DQ 72.53 4.310
Q 144.91
CMi
60
20
P -LOSS
1.734
PIPE
Q
2.37
SUMMARY
LEN /Ft
RN
105
60
1.734
1.88
0.0791
Q
2.37
( 32)
F =T
F
7.00
BL
104
105DQ
29.80
1.734
8.88
Q
32.17
L
15.00
0.0073
BL
103
104
F =0
F
1.734
PE
Q
32.17
C100
T
15.00
PF
BL
102
103
1.734
PT
34.32
Q
32.17
L
2.00
0.0002
PT
30.28
BL
101
102
8.00
1.734
-0.87
Q
32.17
10.00
PF
0.00
BL
100
101
0.0002
PT
1.734
( 60)
F =0
Q
32.17
PE
0.00
0120
BL
50
100
PF
0.01
1.734
L
Q
32.17
PT
29.42
(105)
F =0
F
BL
40
50
0.00
1.728
T
8.00
Q
32.17
0.22
L
8.00
BL
31
40
(104)
F =0
2.030
0.00
Q
32.17
C120
T
8.00
BL
12 -08 -2010 PAGE 4
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
1.88
0.0791
PT
32.70
( 32)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.70
L
15.00
0.0073
PT
34.21
( 12)
F =0
F
0.00
PE
0.00
C100
T
15.00
PF
0.11
PT
34.32
( 11)
L
2.00
0.0002
PT
30.28
( 20)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.00
L
62.83
0.0002
PT
29.41
( 60)
F =0
F
0.00
PE
0.00
0120
T
62.83
PF
0.01
L
8.00
0.0271
PT
29.42
(105)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.22
L
8.00
0.0271
PT
29.64
(104)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.22
L
8.00
0.0271
PT
29.86
(103)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.22
L
8.00
0.0271
PT
30.08
(102)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.22
L
8.00
0.0271
PT
30.30
(101)
F =0
F
0.00
PE
0.00
C120
T
8.00
PF
0.22
L
22.50
0.0271
PT
30.52
(100)
F =T
F
8.00
PE
0.00
C120
T
30.50
PF
0.83
L
47.75
0.0386
PT
31.35
( 50)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.84
L
6.08
0.0176
PT
33.19
( 40)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.23
SUBMITTAL SERIAL NO :2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
11 31
Q 32.17
10 11DQ 144.91
Q 177.08
- ------ -- - - --
19 20
Q 142.87
18 19DQ -24.11
Q 118.76
17 18DQ -23.22
Q 95.54
16 17DQ -23.15
Q 72.39
15 16DQ -23.28
Q 49.11
14 15DQ -23.97
Q 25.14
2.030
RN
4.310
CM1
2.729
CM2
2.729
CM2
2.729
CM2
2.729
CM2
2.729
CM2
2.729
CM2
54 14
Q 25.14
44 54
Q 25.14
34 44
Q 25.14
25 34
Q 25.14
1.734
RN
1.734
BL
1.728
BL
2.030
BL
12 -08 -2010 PAGE 5
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
1.88
0.0176
PT
33.42 (
31)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.16
L
15.00
0.0106
PT
34.39 (
11)
F =0
F
0.00
PE
0.00
C100
T
15.00
PF
0.16
PT
34.55 (
10)
L
15.00
0.0470
PT
30.28 (
20)
F =0
F
0.00
PE
0.00
C120
T
15.00
PF
0.70
L
12.50
0.0334
PT
30.98 (
19)
F =0
F
0.00
PE
0.00
C120
T
12.50
PF
0.42
L
10.00
0.0223
PT
31.40 (
18)
F =0
F
0.00
PE
0.00
C120
T
10.00
PF
0.22
L
11.67
0.0134
PT
31.62 (
17)
F =0
F
0.00
PE
0.00
C120
T
11.67
PF
0.16
L
13.33
0.0065
PT
31.78 (
16)
F =0
F
0.00
PE
0.00
C120
T
13.33
PF
0.09
L
13.33
0.0019
PT
31.87 (
15)
F =0
F
0.00
PE
0.00
C120
T
13.33
PF
0.03
L
2.00
0.0172
PT
31.90 (
14)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.17
L
125.33
0.0172
PT
31.20 (
54)
F =T
F
8.00
PE
0.00
C120
T
133.33
PF
2.29
L
47.75
0.0245
PT
33.49 (
44)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.17
L
6.08
0.0112
PT
34.66 (
34)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.15
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
5 25
Q 25.14
------------------
59 19
Q 24.11
49 59
Q 24.11
39 49
Q 24.11
30 39
Q 24.11
10 30
Q 24.11
9 10DQ 177.08
Q 201.19
2.030
RN
1.734
RN
1.734
BL
1.728
BL
2.030
BL
2.030
RN
4.310
CMi
------------------
58 18
Q 23.22
48 58
Q 23.22
38 48
Q 23.22
29 38
Q 23.22
9 29
Q 23.22
1.734
RN
1.734
BL
1.728
BL
2.030
BL
2.030
RN
12 -08 -2010 PAGE 6
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
1.88
0.0112
PT
34.81 (
25)
F =T F
7.00
PE
0.81
C100
T
8.88
PF
0.10
PT
35.72 (
5)
L
2.00
0.0159
PT
30.99 (
19)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.16
L
125.33
0.0159
PT
30.28 (
59)
F =T
F
8.00
PE
0.00
C120
T
133.33
PF
2.12
L
47.75
0.0227
PT
32.40 (
49)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.08
L
6.08
0.0103
PT
33.48 (
39)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.13
L
1.88
0.0103
PT
33.61 (
30)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.09
L
12.50
0.0134
PT
34.51 (
10)
F =0
F
0.00
PE
0.00
C100
T
12.50
PF
0.17
PT
34.68 (
9)
L
2.00
0.0148
PT
31.41 (
18)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.15
L
125.33
0.0148
PT
30.69 (
58)
F =T
F
8.00
PE
0.00
C120
T
133.33
PF
1.97
L
47.75
0.0211
PT
32.66 (
48)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.01
L
6.08
0.0097
PT
33.67 (
38)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.13
L
1.88
0.0097
PT
33.80 (
29)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.09
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
8 9DQ 201.19
Q 224.41
4.310
W l
- - - - - -
57 17
Q 23.15
47 57
Q 23.15
37 47
Q 23.15
28 37
Q 23.15
8 28
Q 23.15
7 8DQ 224.41
Q 247.56
1.734
RN
1.734
BL
1.728
BL
2.030
BL
2.030
RN
4.310
CM1
------------------
56 16
Q 23.28
46 56
Q 23.28
36 46
Q 23.28
27 36
Q 23.28
7 27
Q 23.28
1.734
RN
1.734
BL
1.728
BL
2.030
BL
2.030
RN
12 -08 -2010 PAGE 7
EQUIV
P -LOSS
PRESSURE
PIPE
PSI /Ft
SUMMARY
LEN /Ft
PSI
L
10.00
0.0164
PT
34.70 (
9)
F =0
F
0.00
PE
0.00
C100
T
10.00
PF
0.16
PT
34.86 (
8)
L
2.00
0.0148
PT
31.63 (
17)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.15
L
125.33
0.0148
PT
30.91 (
57)
F =T
F
8.00
PE
0.00
C120
T
133.33
PF
1.97
L
47.75
0.0210
PT
32.88 (
47)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.00
L
6.08
0.0096
PT
33.88 (
37)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.13
L
1.88
0.0096
PT
34.01 (
28)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.09
L
11.67
0.0197
PT
34.91 (
8)
F =0
F
0.00
PE
0.00
C100
T
11.67
PF
0.23
PT
35.14 (
7)
L
2.00
0.0149
PT
31.79 (
16)
F =T
F
8.00
PE
-0.87
C120
T
10.00
PF
0.15
L
125.33
0.0149
PT
31.07 (
56)
F =T
F
8.00
PE
0.00
C120
T
133.33
PF
1.99
L
47.75
0.0212
PT
33.06 (
46)
F =0
F
0.00
PE
0.00
C100
T
47.75
PF
1.01
L
6.08
0.0097
PT
34.07 (
36)
F =T
F
7.00
PE
0.00
C100
T
13.08
PF
0.13
L
1.88
0.0097
PT
34.20 (
27)
F =T
F
7.00
PE
0.81
C100
T
8.88
PF
0.09
SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
FROM TO FLOW DIAM
GPM IN
6 7DQ 247.56
Q 270.84
4.310
CM1
------------------
55 15
Q 23.97
45 55
Q 23.97
35 45
Q 23.97
26 35
Q 23.97
6 26
Q 23.97
5 6DQ 270.84
Q 294.81
4 5DQ 25.14
Q 319.95
3 4
Q 319.95
2 3
Q 319.95
1 2
Q 319.95
0 1
Q 319.95
EQUIV
PIPE
LEN /Ft
L 13.33
F =0 F 0.00
C100 T 13.33
12 -08 -2010 PAGE 8
P -LOSS PRESSURE
PSI /Ft SUMMARY
PSI
0.0232 PT 35.10 ( 7)
PE 0.00
PF 0.31
PT 35.41 ( 6)
1.734
L
2.00
0.0157
PT
31.87
( 15)
F =T
F
8.00
PE
-0.87
RN
C120
T
10.00
PF
0.16
1.734
L
125.33
0.0157
PT
31.16
( 55)
F =T
F
8.00
PE
0.00
BL
C120
T
133.33
PF
2.09
1.728
L
47.75
0.0224
PT
33.25
( 45)
F =0
F
0.00
PE
0.00
BL
C100
T
47.75
PF
1.07
2.030
L
6.08
0.0102
PT
34.32 (
35)
F =T
F
7.00
PE
0.00
BL
C100
T
13.08
PF
0.13
2.030
L
1.88
0.0102
PT
34.45 (
26)
F =T
F
7.00
PE
0.81
RN
C100
T
8.88
PF
0.09
4.310
L
13.33
0.0272
PT
35.35 (
6)
F =0
F
0.00
PE
0.00
CM1 C100
T
13.33
PF
0.36
4.310
L
11.38
0.0316
PT
35.71 (
5)
F =2E
F
14.00
PE
0.00
FM
C100
T
25.38
PF
0.80
4.310
L
16.04
0.0316
PT
36.51 (
4)
F =0
F
0.00
PE
6.95
FR
C100
T
16.04
PF
0.51
4.310
L
2.88
0.0316
PT
43.97 (
3)
F =126/0
F
126.00
PE
1.25
FR
C100
T
128.88
PF
4.07
4.310
L
0.50
0.0316
PT
49.29 (
2)
F =0
F
0.00
PE
0.22
FR
C100
T
0.50
PF
0.02
4.280
L
53.00
0.0175
PT
49.53 (
1)
F= GV,T,E
F
38.00
PE
0.31
UN
C140
T
91.00
PF
1.59
PT
51.43 (
0)
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI
MAXIMUM VELOCITY IN PIPES 9.92 FPS
AUXILIARY SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
TIGAR GYM
FLOW TEST RESULTS
Water Supply
STATIC 58.50 PSI
RESIDUAL 49.50 PSI @ 1548.00 GPM
CITY PRESSURE AVAILABLE AT 570.0 GPM 57.08 PSI
SUMMARY OF SPRINKLER OUTFLOWS
TOTAL WATER REQUIRED FOR SYSTEM 320.04 GPM
OUTSIDE HOSE STREAMS AT 0 250.00 GPM
TOTAL WATER REQUIREMENT 570.04 GPM
PRESSURE REQUIRED AT 0 51.38 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.10 PSI
MAXIMUM VELOCITY IN PIPES 10.27 FPS
12 -08 -2010 PAGE 1
ACTUAL
MINIMUM
SPR
FLOW
- --
FLOW
K- FACTOR
PRESSURE
105
29.89
- - --
24.00
-- - - - - --
5.50
- - - - - --
29.53
106
24.46
24.00
5.50
19.77
107
24.15
24.00
5.50
19.28
108
24.06
24.00
5.50
19.13
109
24.04
24.00
5.50
19.11
110
24.12
24.00
5.50
19.23
111
24.38
24.00
5.50
19.65
112
24.42
24.00
5.50
19.71
113
24.11
24.00
5.50
19.21
114
24.01
24.00
5.50
19.06
115
24.00
24.00
5.50
19.04
116
24.08
24.00
5.50
19.16
117
24.33
24.00
5.50
19.57
TOTAL WATER REQUIRED FOR SYSTEM 320.04 GPM
OUTSIDE HOSE STREAMS AT 0 250.00 GPM
TOTAL WATER REQUIREMENT 570.04 GPM
PRESSURE REQUIRED AT 0 51.38 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.10 PSI
MAXIMUM VELOCITY IN PIPES 10.27 FPS
12 -08 -2010 PAGE 1
AUXILIARY SUBMITTAL SERIAL NO:2776HY1
12 -08 -2010 PAGE 2
TIGAR GYM
FROM TO
---------------
FLOW
LENGTH
- - - --
FITTING DIAM
TYPE
PSI /Ft
S -LOSS
PRESSURES
116
115
21.49
8.00
0.0
1.734
BL
0.013
0.00
19.14
19.04
117
116
45.57
8.00
0.0
1.734
BL
0.052
0.00
19.55
19.14
62
117
69.90
70.83
0.0
1.734
BL
0.114
0.00
27.62
19.55
22
62
69.90
2.00
8.0
1.734
RN
0.114
0.87
29.63
27.62
21
---------------
22
69.90
15.00
- - - --
0.0
2.729
CM2
0.013
0.00
29.82
29.63
114
115
2.51
8.00
0.0
1.734
BL
0.000
0.00
19.04
19.04
113
114
26.53
8.00
0.0
1.734
BL
0.019
0.00
19.19
19.04
112
113
50.64
8.00
0.0
1.734
BL
0.063
0.00
19.69
19.19
52
112
75.05
14.50
8.0
1.734
BL
0.130
0.00
22.61
19.69
42
52
75.05
47.75
0.0
1.728
BL
0.185
0.00
31.45
22.61
33
42
75.05
6.08
7.0
2.030
BL
0.084
0.00
32.56
31.45
13
33
75.05
1.88
7.0
2.030
RN
0.084
0.81
34.12
32.56
12
---------------
13
75.05
--
15.00
- --
0.0
4.310
CM1
0.002
0.00
34.15
34.12
110
109
21.73
8.00
0.0
1.734
BL
0.013
0.00
19.21
19.11
111
110
45.85
8.00
0.0
1.734
BL
0.052
0.00
19.63
19.21
61
111
70.23
70.83
0.0
1.734
BL
0.115
0.00
27.78
19.63
21
61
70.23
2.00
8.0
1.734
RN
0.115
0.87
29.80
27.78
20
---------------
21
140.13
-
15.00
- - --
0.0
2.729
CM2
0.045
0.00
30.48
29.80
108
109
2.31
8.00
0.0
1.734
BL
0.000
0.00
19.11
19.11
107
108
26.37
8.00
0.0
1.734
BL
0.019
0.00
19.26
19.11
106
107
50.51
8.00
0.0
1.734
BL
0.063
0.00
19.76
19.26
51
106
74.97
14.50
8.0
1.734
BL
0.130
0.00
22.68
19.76
41
51
74.97
47.75
0.0
1.728
BL
0.185
0.00
31.51
22.68
32
41
74.97
6.08
7.0
2.030
BL
0.084
0.00
32.61
31.51
12
32
74.97
1.88
7.0
2.030
RN
0.084
0.81
34.17
32.61
11
--------------------
12
150.03
15.00
0.0
4.310
CM1
0.008
0.00
34.29
34.17
60
20
1.91
2.00
8.0
1.734
RN
0.000
-0.87
29.61
30.48
105
60
1.91
70.83
0.0
1.734
BL
0.000
0.00
29.62
29.61
104
105
31.80
8.00
0.0
1.734
BL
0.026
0.00
29.83
29.62
103
104
31.80
8.00
0.0
1.734
BL
0.026
0.00
30.04
29.83
102
103
31.80
8.00
0.0
1.734
BL
0.026
0.00
30.25
30.04
101
102
31.80
8.00
0.0
1.734
BL
0.026
0.00
30.46
30.25
100
101
31.80
8.00
0.0
1.734
BL
0.026
0.00
30.67
30.46
50
100
31.80
14.50
8.0
1.734
BL
0.026
0.00
31.27
30.67
40
50
31.80
47.75
0.0
1.728
BL
0.038
0.00
33.07
31.27
31
40
31.80
6.08
7.0
2.030
BL
0.017
0.00
33.30
33.07
11
31
31.80
1.88
7.0
2.030
RN
0.017
0.81
34.26
33.30
10
--------------------
11
181.83
15.00
0.0
4.310
CM1
0.011
0.00
34.43
34.26
19
20
138.21
15.00
0.0
2.729
CM2
0.044
0.00
31.14
30.48
18
19
114.80
12.50
0.0
2.729
CM2
0.031
0.00
31.53
31.14
17
18
92.32
10.00
0.0
2.729
CM2
0.021
0.00
31.74
31.53
16
17
70.16
11.67
0.0
2.729
CM2
0.013
0.00
31.89
31.74
15
16
47.74
13.33
0.0
2.729
CM2
0.006
0.00
31.97
31.89
14
15
24.42
13.33
0.0
2.729
CM2
0.002
0.00
31.99
31.97
54
14
24.42
2.00
8.0
1.734
RN
0.016
-0.87
31.28
31.99
44
54
24.42
125.33
8.0
1.734
BL
0.016
0.00
33.45
31.28
AUXILIARY SUBMITTAL SERIAL NO:2776HY1
12 -08 -2010 PAGE 3
TIGAR GYM
FROM
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI /Ft
S -LOSS
PRESSURES
34
44
24.42
47.75
0.0
1.728
BL
0.023
0.00
34.56
33.45
25
34
24.42
6.08
7.0
2.030
BL
0.011
0.00
34.70
34.56
5
--------------------
25
24.42
1.88
7.0
2.030
RN
0.011
0.81
35.60
34.70
59
19
23.41
2.00
8.0
1.734
RN
0.015
-0.87
30.43
31.15
49
59
23.41
125.33
8.0
1.734
BL
0.015
0.00
32.44
30.43
39
49
23.41
47.75
0.0
1.728
BL
0.022
0.00
33.47
32.44
30
39
23.41
6.08
7.0
2.030
BL
0.010
0.00
33.60
33.47
10
30
23.41
1.88
7.0
2.030
RN
0.010
0.81
34.50
33.60
9
--------------------
10
205.24
12.50
0.0
4.310
CM1
0.014
0.00
34.67
34.50
58
18
22.48
2.00
8.0
1.734
RN
0.014
-0.87
30.81
31.54
48
58
22.48
125.33
8.0
1.734
BL
0.014
0.00
32.68
30.81
38
48
22.48
47.75
0.0
1.728
BL
0.020
0.00
33.63
32.68
29
38
22.48
6.08
7.0
2.030
BL
0.009
0.00
33.75
'33.63
9
29
22.48
1.88
7.0
2.030
RN
0.009
0.81
34.64
33.75
8
--------------------
9
227.72
10.00
0.0
4.310
CM1
0.017
0.00
34.81
34.64
57
17
22.16
2.00
8.0
1.734
RN
0.014
-0.87
31.02
31.75
47
57
22.16
125.33
8.0
1.734
BL
0.014
0.00
32.83
31.02
37
47
22.16
47.75
0.0
1.728
BL
0.019
0.00
33.76
32.83
28
37
22.16
6.08
7.0
2.030
BL
0.009
0.00
33.88
33.76
8
28
22.16
1.88
7.0
2.030
RN
0.009
0.81
34.77
33.88
7
--------------------
8
249.88
11.67
0.0
4.310
CM1
0.020
0.00
35.00
34.77
56
16
22.42
2.00
8.0
1.734
RN
0.014
-0.87
31.17
31.90
46
56
22.42
125.33
8.0
1.734
BL
0.014
0.00
33.02
31.17
36
46
22.42
47.75
0.0
1.728
BL
0.020
0.00
33.97
33.02
27
36
22.42
6.08
7.0
2.030
BL
0.009
0.00
34.09
33.97
7
27
22.42
1.88
7.0
2.030
RN
0.009
0.81
34.98
34.09
6
--------------------
7
272.30
13.33
0.0
4.310
CM1
0.023
0.00
35.29
34.98
55
15
23.32
2.00
8.0
1.734
RN
0.015
-0.87
31.26
31.98
45
55
23.32
125.33
8.0
1.734
BL
0.015
0.00
33.26
31.26
35
45
23.32
47.75
0.0
1.728
BL
0.021
0.00
34.28
33.26
26
35
23.32
6.08
7.0
2.030
BL
0.010
0.00
34.41
34.28
6
26
23.32
1.88
7.0
2.030
RN
0.010
0.81
35.31
34.41
5
6
295.62
13.33
0.0
4.310
CM1
0.027
0.00
35.67
35.31
4
5
320.04
11.38
14.0
4.310
FM
0.032
0.00
36.47
35.67
3
4
320.04
16.04
0.0
4.310
FR
0.032
6.95
43.93
36.47
2
3
320.04
2.88
126.0
4.310
FR
0.032
1.25
49.25
43.93
1
2
320.04
0.50
0.0
4.310
FR
0.032
0.22
49.49
49.25
0
1
320.04
53.00
38.0
4.280
UN
0.018
0.31
51.40
49.49
AUXILIARY SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
TIGAR GYM
FLOW TEST RESULTS
Water Supply
STATIC 58.50 PSI
RESIDUAL 49.50 PSI @ 1548.00 GPM
CITY PRESSURE AVAILABLE AT 570.0 GPM 57.08 PSI
SUMMARY OF SPRINKLER OUTFLOWS
TOTAL WATER REQUIRED FOR SYSTEM 319.95 GPM
OUTSIDE HOSE STREAMS AT 0 250.00 GPM
TOTAL WATER REQUIREMENT 569.95 GPM
PRESSURE REQUIRED AT 0 51.44 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI
MAXIMUM VELOCITY IN PIPES 9.92 FPS
12 -08 -2010 PAGE 1
ACTUAL
MINIMUM
SPR
FLOW
- - --
FLOW
K- FACTOR
PRESSURE
105
29.80
-- --
24.00
-- - - - - --
5.50
- - -- ---
29.35
106
24.42
24.00
5.50
19.71
107
24.14
24.00
5.50
19.26
108
24.05
24.00
5.50
19.12
109
24.06
24.00
5.50
19.14
110
24.14
24.00
5.50
19.27
ill
24.43
24.00
5.50
19.73
112
24.37
24.00
5.50
19.64
113
24.09
24.00
5.50
19.18
114
24.00
24.00
5.50
19.04
115
24.00
24.00
5.50
19.04
116
24.09
24.00
5.50
19.18
117
24.37
24.00
5.50
19.63
TOTAL WATER REQUIRED FOR SYSTEM 319.95 GPM
OUTSIDE HOSE STREAMS AT 0 250.00 GPM
TOTAL WATER REQUIREMENT 569.95 GPM
PRESSURE REQUIRED AT 0 51.44 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.08 PSI
MAXIMUM VELOCITY IN PIPES 9.92 FPS
12 -08 -2010 PAGE 1
AUXILIARY SUBMITTAL SERIAL NO:2776HY1 12 -08 -2010 PAGE 2
TIGAR GYM
FROM TO
---------------
FLOW
LENGTH
-- - --
FITTING
DIAM
TYPE
PSI /Ft
S -LOSS
PRESSURES
116
115
23.93
8.00
0.0
1.734
BL
0.016
0.00
19.17
19.04
117
116
48.02
8.00
0.0
1.734
BL
0.057
0.00
19.63
19.17
62
117
72.39
62.83
0.0
1.734
BL
0.122
0.00
27.27
19.63
22
62
72.39
2.00
8.0
1.734
RN
0.122
0.87
29.36
27.27
21
22
72.39
15.00
0.0
2.729
CM2
0.013
0.00
29.56
29.36
114
115
0.07
8.00
0.0
1.734
BL
0.000
0.00
19.04
19.04
113
114
24.07
8.00
0.0
1.734
BL
0.016
0.00
19.17
19.04
112
113
48.16
8.00
0.0
1.734
BL
0.057
0.00
19.63
19.17
52
112
72.53
22.50
8.0
1.734
BL
0.122
0.00
23.35
19.63
42
52
72.53
47.75
0.0
1.728
BL
0.174
0.00
31.65
23.35
33
42
72.53
6.08
7.0
2.030
BL
0.079
0.00
32.69
31.65
13
33
72.53
1.88
7.0
2.030
RN
0.079
0.81
34.21
32.69
12
---------------
13
72.53
-
15.00
-- --
0.0
4.310
CM1
0.002
0.00
34.24
34.21
109
108
0.22
8.00
0.0
1.734
BL
0.000
0.00
19.12
19.12
110
109
24.28
8.00
0.0
1.734
BL
0.016
0.00
19.25
19.12
111
110
48.43
8.00
0.0
1.734
BL
0.058
0.00
19.71
19.25
61
111
72.85
62.83
0.0
1.734
BL
0.123
0.00
27.44
19.71
21
61
72.85
2.00
8.0
1.734
RN
0.123
0.87
29.54
27.44
20
---------------
21
145.24
-
15.00
-- --
0.0
2.729
CM2
0.048
0.00
30.27
29.54
107
108
23.83
8.00
0.0
1.734
BL
0.016
0.00
19.24
19.12
106
107
47.96
8.00
0.0
1.734
BL
0.057
0.00
19.69
19.24
51
106
72.38
22.50
8.0
1.734
BL
0.122
0.00
23.40
19.69
41
51
72.38
47.75
0.0
1.728
BL
0.173
0.00
31.67
23.40
32
41
72.38
6.08
7.0
2.030
BL
0.079
0.00
32.70
31.67
12
32
72.38
1.88
7.0
2.030
RN
0.079
0.81
34.21
32.70
it
--------------------
12
144.91
15.00
0.0
4.310
CM1
0.007
0.00
34.32
34.21
60
20
2.37
2.00
8.0
1.734
RN
0.000
-0.87
29.41
30.28
105
60
2.37
62.83
0.0
1.734
BL
0.000
0.00
29.42
29.41
104
105
32.17
8.00
0.0
1.734
BL
0.027
0.00
29.64
29.42
103
104
32.17
8.00
0.0
1.734
BL
0.027
0.00
29.86
29.64
102
103
32.17
8.00
0.0
1.734
BL
0.027
0.00
30.08
29.86
101
102
32.17
8.00
0.0
1.734
BL
0.027
0.00
30.30
30.08
100
101
32.17
8.00
0.0
1.734
BL
0.027
0.00
30.52
30.30
50
100
32.17
22.50
8.0
1.734
BL
0.027
0.00
31.35
30.52
40
50
32.17
47.75
0.0
1.728
BL
0.039
0.00
33.19
31.35
31
40
32.17
6.08
7.0
2.030
BL
0.018
0.00
33.42
33.19
11
31
32.17
1.88
7.0
2.030
RN
0.018
0.81
34.39
33.42
10
-----------------
11
177.08
15.00
0.0
4.310
CM1
0.011
0.00
34.55
34.39
19
20
142.87
15.00
0.0
2.729
CM2
0.047
0.00
30.98
30.28
18
19
118.76
12.50
0.0
2.729
CM2
0.033
0.00
31.40
30.98
17
18
95.54
10.00
0.0
2.729
CM2
0.022
0.00
31.62
31.40
16
17
72.39
11.67
0.0
2.729
CM2
0.013
0.00
31.78
31.62
15
16
49.11
13.33
0.0
2.729
CM2
0.007
0.00
31.87
31.78
14
15
25.14
13.33
0.0
2.729
CM2
0.002
0.00
31.90
31.87
54
14
25.14
2.00
8.0
1.734
RN
0.017
-0.87
31.20
31.90
44
54
25.14
125.33
8.0
1.734
BL
0.017
0.00
33.49
31.20
AUXILIARY SUBMITTAL SERIAL NO:2776HY1
TIGAR GYM
12 -08 -2010 PAGE 3
FROM
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI /Ft
S -LOSS
PRESSURES
34
44
25.14
47.75
0.0
1.728
BL
0.024
0.00
34.66
33.49
25
34
25.14
6.08
7.0
2.030
BL
0.011
0.00
34.81
34.66
5
25
25.14
1.88
7.0
2.030
RN
0.011
0.81
35.72
34.81
59
19
24.11
2.00
8.0
1.734
RN
0.016
-0.87
30.28
30.99
49
59
24.11
125.33
8.0
1.734
BL
0.016
0.00
32.40
30.28
39
49
24.11
47.75
0.0
1.728
BL
0.023
0.00
33.48
32.40
30
39
24.11
6.08
7.0
2.030
BL
0.010
0.00
33.61
33.48
10
30
24.11
1.88
7.0
2.030
RN
0.010
0.81
34.51
33.61
9
--------------------
10
201.19
12.50
0.0
4.310
CMl
0.013
0.00
34.68
34.51
58
18
23.22
2.00
8.0
1.734
RN
0.015
-0.87
30.69
31.41
48
58
23.22
125.33
8.0
1.734
BL
0.015
0.00
32.66
30.69
38
48
23.22
47.75
0.0
1.728
BL
0.021
0.00
33.67
32.66
29
38
23.22
6.08
7.0
2.030
BL
0.010
0.00
33.80
33.67
9
29
23.22
1.88
7.0
2.030
RN
0.010
0.81
34.70
33.80
8
--------------------
9
224.41
10.00
0.0
4.310
CM1
0.016
0.00
34.86
34.70
57
17
23.15
2.00
8.0
1.734
RN
0.015
-0.87
30.91
31.63
47
57
23.15
125.33
8.0
1.734
BL
0.015
0.00
32.88
30.91
37
47
23.15
47.75
0.0
1.728
BL
0.021
0.00
33.88
32.88
28
37
23.15
6.08
7.0
2.030
BL
0.010
0.00
34.01
33.88
8
28
23.15
1.88
7.0
2.030
RN
0.010
0.81
34.91
34.01
7
8
247.56
11.67
0.0
4.310
CM1
0.020
0.00
35.14
34.91
56
16
23.28
2.00
8.0
1.734
RN
0.015
-0.87
31.07
31.79
46
56
23.28
125.33
8.0
1.734
BL
0.015
0.00
33.06
31.07
36
46
23.28
47.75
0.0
1.728
BL
0.021
0.00
34.07
33.06
27
36
23.28
6.08
7.0
2.030
BL
0.010
0.00
34.20
34.07
7
27
23.28
1.88
7.0
2.030
RN
0.010
0.81
35.10
34.20
6
--------------------
7
270.84
13.33
0.0
4.310
CM1
0.023
0.00
35.41
35.10
55
15
23.97
2.00
8.0
1.734
RN
0.016
-0.87
31.16
31.87
45
55
23.97
125.33
8.0
1.734
BL
0.016
0.00
33.25
31.16
35
45
23.97
47.75
0.0
1.728
BL
0.022
0.00
34.32
33.25
26
35
23.97
6.08
7.0
2.030
BL
0.010
0.00
34.45
34.32
6
26
23.97
1.88
7.0
2.030
RN
0.010
0.81
35.35
34.45
5
6
294.81
13.33
0.0
4.310
CM1
0.027
0.00
35.71
35.35
4
5
319.95
11.38
14.0
4.310
FM
0.032
0.00
36.51
35.71
3
4
319.95
16.04
0.0
4.310
FR
0.032
6.95
43.97
36.51
2
3
319.95
2.88
126.0
4.310
FR
0.032
1.25
49.29
43.97
1
2
319.95
0.50
0.0
4.310
FR
0.032
0.22
49.53
49.29
0
1
319.95
53.00
38.0
4.280
UN
0.018
0.31
51.43
49.53
�7W' -711
ate
725
51
ME FLDVT itiaT REEULT3
Date of Test: 12-4)7- 2010 Tirae Hof Test: 09:10
Location: Vacant Buikhng Addrewi: 4930 Van Garden Street
Pelson ConductLV'1"est: Tim/Vidlq Wafer /SteigimW
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'7903 Ali Way I ado 80005 • (303) 424 -3012
'_� %071.2d113 11: E2 3034327935 L.,Q%14na GFP9 %. rCTDT07 ^�`
City of
jqr Wheatljdge
COMMt7NITY DEVELOPMENT
City of wheat Ridge Municipal Building 7500 W. 29` Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929
December 16, 2010
Lou Ficco
RE: 4860 VanGordon Street
Wheat Ridge, CO 80033
The following items are required for obtaining a permit for the above address prior to issuance:
1. Provide mechanical and electrical plan (3 sets )
2. Provide plan showing 2 °a floor including staircases (3 sets)
3. Provide Com.Check per International Energy Code (3 sets)
Once these items are received, the building department can move forward with the review.
If you have any questions feel free to contact me at 303/235 -2850.
Cordially,
Kirk C:adotte
Plans Examiner and Combination Inspector
7500 W. 29 Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303- 235 -2850
Fax: 30:3 -2 ±7 -8929
uww. i.wheaoidge.co.Us
City of
Wheat _ge
COMMUNITY DEVELOPMENT
v' w.ci.whea(ddgc.co.us
o! ds
City of
Wheatdge
COMMUNITY DEVELOPMENT
Building Inspection Division
Plan Review Notes
12/17/10
Lou -Mar Construction
3650 Vance Street #1
Wheat Ridge, CO 80033
Project Address: 4840 Van Gordon Street
A review of your submittal documents for City of Wheat Ridge Plan #10 -0422 for a main floor
gymnasium tenant finish at 4840 Van Gordon Street, Wheat Ridge, CO, 80033 was conducted and
the following additional items are required to process the permit application:
1. Provide stamped and sealed structural plans for structural portions of the project.
2. Provide stamped and sealed mechanical plans for all mechanical components and gas supply lines.
3. Provide stamped and sealed electrical plans indicating load calculations, exit signage, emergency
lighting, appliances, outlets, etc.
4. Provide additional information on plumbing plans to indicate type and location of water heater,
DFU calculations, fixture number calculations, etc.
5. Provide detail drawings, stamped when required, for pit walls and floor, for exterior wall
alterations, for compliance with accessibility requirements for drinking fountain, restrooms,
dressing rooms, etc.
6. Provide Com -Check demonstrating compliance with the 2006 Energy Code.
7. Provide information for required electrical, plumbing, mechanical and other subcontractors.
8. Provide plans for existing second floor construction and occupancy, including stairs and exiting.
Upon submission of the above items review of the application for permit will be recommenced.
Please feel free to contact me should you have questions concerning the required information.
Cordially C. r, Jr., CBO
of Bcial
City of Wheat Ridge Building Department
7500 W. 29 Avenue
Wheat Ridge, CO 80033
Office (303) 235 -2853
Fax (303) 235 -2857
1
I AND 1 46GND)
5,449AIC 973AIC
(E) UTILITY
TRANSFORMER
q 80,200
(4 #3/0) 2 "PVC
36, 134AIC 13.768AIC-
200/3 WE 200/3
200A FRS UTILITY 200A FRS
FUSES METER FUSES
WP M
NEMA 3R
(N)PANEL
HA
I)0//3 100/
I/O AND 1 42GND) 2 "C.
OOO
ONE -LINE DIAGRAM
1
SCALE: NO SCALE
O SERVICE GROUNDING:
1. WQ. CU TO GROUND ROD.
2. 1 #2, CU TO WITHIN 5' OF COLD WATER MAIN PIPE.
3. 1 #6 TO 5/8 "X10' GROUND ROD.
CONNECT ALL GROUNDS PER N.E.C. ARTICLE 250 REQUIREMENTS.
1 (E)PANEL.
LA
)/3 (E)30KVA 100/3
T
(3 #6 AND I #8) 1 "C.
146 CONNECT TO NEAREST
BUILDING STEEL PER N.E.C.
ARTICLE 250 REQUIREMENTS.
LOAD SUMMARY CALCULATION FOR "Panel HA"
ARGEST
DESCRIPTION LIGHTNG RECEPTACLE MOTOR HEATER KITCHEN OTHER TOTAL CONNECTED
MOTOR
LOAD VA
DESCRIPTION
LOAD VA
DEM PAC.
DEM. VA
LIGHTING
3000
1.25
37M
REC UP TO 10,000
6000
1.00
6000
REC. OVER 10,000
0
0.53
0
MOTOR
0
7.00
0
LARGEST MOTOR
560
135
700
HEATER
0
1.00
0
KITCHEN
140%
1.00
140%
OTHER
0
1.00
0
TOTAL CODE DEMAND VA 24540 VA
Total Code D..Nd
24540 VA /96D= 6E AMPS
Total Connected Load 23650 VA
Tat"[ De.n ,] Load 24540 VA
SHEET N.
E0.0
�I..I`% II
nn
M<.DJI PNC ASSGCIAIES
CONSULTING EN61NE=_RS
1 825 LAWRENCE STREEr, suirE Zao
DENVER, COLORA00 80202
PHONE: 1032913800
EAX: 3032933884
EMAIL: HADJICRHADJIENGR.COM
PROJECT:
TIGAR GYMNASTICS
VA
4860 VAN CORDON ST.
SHEET T
ONE -LINE
ORIG. DWG
E00 One- Line_I1001 dwg
DRAWN BY' RE
DATE:
01 -03 -1I SCALE: NONE JOB #: 11001
CHK'D BY' GH
SHEET N.
E0.0
HA
ED .. -ting tlet'Od
Pan el Status
Panel lntormatlon
.. SURFACE
RELOCATED ❑
NSN
S-H 4,50/277 Bars Rofing 225 A
Wain Breaker. 200 A
RUSH ❑
EXISTING ❑
Wre 1 AID Rating: 14.0x/
Ckt New Catl Descdption
Loatl Bb
P
IT
PhIP11
P Bb Laad
DescnpliCC Cade N ,,— C43
i IBKR'
VA
-,
B: C
VA.
K °l, x
1
3
5 1�
7 - ❑
9
11
__ 1 ILighling
3 11 htm
g, g
1 Ngh �
Sp�e
❑ r S Pa e
01 Spare
255 20
2 9d _ 20
12 S2 23
r SE
l
I
IF
3 ,
t
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y
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ISpace
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❑ 2v
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q 36
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41 '
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Code Descdpfica Load V,A Dem Lead Sammap•
I Lighting 7776 125% Per Phase
2 Rec vp fa IO,QD3 1037 Ph A 10475 VA
REC over IC,OO„'+ 50%, Ph B 10475 VA
3 Motor 107 Ph C 10475 VA
Largest tAofor 1
4 Heater lom Ccnneded 31426 VA
5 Kitchen 100% Oode Demand 33370 VA
6 Other IHO%
7 Sub Panel 236,50 1c'm Cade Demand 40.19 Amps
h_eder - Feed From -
'x REVISED LOAD
n��
In �I
PROJEa:
TIGAR GYMNASTICS
LOPYRIGHi2013 NADJI ANDfSSOCIAiES INC.
4860 VAN GORDON ST.
CSIhNC FS
SHEET TITLE :
C O N SULTING E'-'N
C O N SULTING EncwE.es
SHEET N.
Iexs LAWRENCE STREET, SUITE 200
DENVER, COLORADO 80202
PANEL SCHEDULE
[ O
PHONE: 3032933800
FAX: 303293 -3884
ORIG.DWG: EO.IPanel_I1001dw9 DRAWN BY RE
L .
EMAIL: HADJICSHADJIENGR.COM
DATE: 01 -03 -11 SCALE: NONE JOB 4: 11001 CHK'D BY: GH
Ain
s
1 n COMcheck Software Version 3.8.1
�( Envelope Compliance Certificate
2006 IECC
Section 1: Project Information
Project Type: Addition
Project Title : Tenant Finish - Tigar Gymnastics
Construction Site:
4860 Van Gordon Street
Wheat Ridge, CO 80033
Permit No. 10 -0422
Owner /Agent:
Lou Ficco
LouMar Construction
3650 Vance Street
Wheat Ridge, CO 80033
(303) 263 -0489
louficm @gwestofFce.net
Designer /Contractor:
Brooks Waldman
Brooks Waldman Associates
66 South Garfield Street
Denver, CO 80209
(303) 320 -6800
BWAssoc @commst.net
Section 2: General Information
Building Location (for weather data):
Climate Zone:
Vertical Glazing / Wall Area Pct.:
Activity Type(s)
Workout Area (Gymnasium)
Wheat Ridge, Colorado
5b
2%
Floor Area
16484
Section 3: Requirements Checklist
Etvelo ign
poFAILSVbs worsethancode, -'" -
Climate-Specific Requirements:
Component Name /Description Gross Cavity Cont.
Area or R -Value R -Value
Perimeter
Proposed Budget
U- Factor U- Factor(.)
Roof: Insulation Entirely Above Deck 16484 -- 19.0
0.051 0.048
North Exterior Wall: Solid Concrete:7" Thickness,Normal Density, 2773 -- 0.0
0.780 0.113
Furring: None
East Exterior Wall: Solid Concrete:7" Thickness,Normal Density, 2378 — 0.0
0.780 0.113
Furring: None
12'x14' O.H. Door: Other Door, Non - Swinging 168 -- --
1.200 1.450
TxT Man Door: Uninsulated Double -Layer Metal, Swinging 21 — --
1.200 0.700
South Exterior Wall: Solid Concrete:7" ThicknessAormal Density, 2605 — 0.0
0.780 0.113
Furring: None
12'x14' Storefront: Metal Frame Curtain Wall /Storefront:Double 168 -- —
0.550 0.450
Pane with Low -E, Tinted, SHGC 0.60
3'x7' Man Door: Uninsulated Double -Layer Metal, Swinging 21 -- --
1.200 0.700
6" Concrete Floor: Slab- On- Grade:Unheated 16484 — —
-- --
(a) Budget U- factors are used for software baseline calculations ONLY, and are not code requirements.
(b)'Other' components require supporting documentation for proposed 1.1-factors.
Air Leakage, Component Certification, and Vapor Retarder Requirements:
1. All joints and penetrations am caulked, gasketed or covered with a moisture vapor - permeable wrapping
material installed in accordance
- with the manufacturer's installation instructions.
❑ 2. Windows, doors, and skylights certified as meeting leakage requirements.
❑ 3. Component R- values & U- factors labeled as certified.
Project Title: Tenant Finish - Tigar Gymnastics Report date: 12128110
Data filename: D: \Data- BWA\BWA Assoc \4860 Van Gordon St \Comcheck \Tigar Gym.cgk Page 1 of 2
❑ 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels.
❑ 5. 'Other' components have supporting documentation for proposed U- Factors.
❑ 6. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that
achieves the rated R -value without compressing the insulation.
❑ 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized
dampers.
❑ 8. Cargo doors and loading dock doors are weather sealed..
❑ 9. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air -tight assembly with a
0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material.
❑ 10. Building entrance doors have a vestibule equipped with closing devices.
Exceptions:
❑ Building entrances with revolving doors.
❑ Doors that open directly from a space less than 3000 sq. ft. in area.
❑ 11.Vapor retarder installed.
Project Title: Tenant Finish - Tiger Gymnastics Report date: 12128/10
Data filename: D:\Data -BWA \BWA Assoc \4860 Van Gordon St \Comcheck \Tigar Gym.cck Page 2 of 2
City of
°~ `7`Iheat�idge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29'� Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2855 F: 303.237.8929
December 16, 2010
Lou Ficco
RE: 4860 VanGordon Street
Wheat Ridge, CO 80033
The following items are required for obtaining a permit for the above address prior to issuance:
1. Provide mechanical and electrical plan (3 sets )
2. Provide plan showing 2" d floor including staircases (3 sets)
3. Provide Com.Check per International Energy Code (3 sets)
Once these items are received, the building department can move forward with the review.
If you have any questions feel free to contact me at 303/235 -2850.
Cordially,
Dirk- Cadotte
Plans Examiner and Combination Inspector
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303- 235 -2850
Fax: 303- 237 -8929
v wvv.ci. vvheatrid�- , e.c<1 us
11 b4 '
City of
J" j�d ge
COMMUNITY DEVELOPMENT
w%vwxi.whcat ridge.co.us
a City of
Wheat Midge
COMMUN[Ty DEVELOPMENT
Date:
Plan #
i
Building & Inspection Services Division I Permit #
7500 W. 29" Ave., Wheat Ridge, CO 80033
Office: 303 - 235 -2855 * Fax: 303 - 237 -8929
Inspection Line: 303 - 234 -5933
Building Permit Application
PrvPe�Y`A� ess
4/&0 (�G✓t � �3 �c2 �
Property Owner (please print) /—C), 1 C-C- C7 Phone:3CD aC 3 �
Mailing Address:
ss: (if different than property address)
Address: 36 50 I G✓ .
City, State, Zip:
(Zk r `J
P_S ' }
O s
Cori:: ractot
Contractors
SubaCot}traef
Electrical:
City License #
License #: O( g634
Plumbing:
City License #
U
Phone::3 — �)6 3 — U c
Mechanical:
City License #
�2llir z oil Contract Value:
';t I q�.14r 1 ��'�'•
Review Fee (due at time ofsubmittaq:
Squares BTU's Gallons Amps Sq Ft. {L,
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME:
SIGNATURE:
DATE:
v
_ P # � Ixe �i aARiM 7 i �PpraS W ' m ants ri[I p rPLd`C o teidF g lfr$ Bldg Valuation:
7500 West 29th Avenue The City of
Wheat Ridge, Colorado 80033 Wheat
Telephone 303/235-2846 Rldge
FAX 303/235-2857
April 4, 2003
Steven Aberle
A-1 Pattem Co.
4860 Van Gordon Street
Wheat Ridge, CO 80033
Dear Mc Aberle:
RE: Case No. WA-03-07
Please be advised that at its meeting of March 27, 2003, the Board of Adjustment APPROVED your request
for an increase of non-living landscaped area in an industrial zone to 36 percent of the
landscaped area for property located at 4860 Van Gordon Street for the following reasons:
I. Approval of the request would not alter the essential character of the bcaliry.
2. The hardship is a byproduct of the drought.
3. The applicant is attempting to reduce the need for extensive outdoor watering.
4. Approval of this request would not be detrimental to the public welfaze or injurious to other
properties in the neighborhood.
5. Staff recommends approval.
6. Approval of the request would contribute to the benefit of the neighborhood, the city and its
citizens.
7. Plant materials have been chosen and located in a plan that is more efficiently irrigated than
conventional designs.
8. Additional trees and bushes are being installed above current code requirements.
Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the Board's
decision which became effective the date of the meeting, March 27, 2003.
Please feel free to contact me at (303) 235-2846 if you have any questions.
Sincerely,
Kathy Field
Administrative Assistant
Enclosures: Certificate of Resolutions
Draft of Minutes
cc: WA-03-07 (case file)
Building File
C9Wcuments and Seltings\kathyflMy DocnmentsUCa[hy\BOA\CORRESP\2001\wa0307apProval.wpd
CERTIFICATE OF.RESOLUTION O R I G I N A L
I, Ann Lazzeri, Secretary to the City of Wheat Ridge Boazd of Adjustment, do hereby certify that
the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson,
State of Colorado on the 27th day of March. 2003.
CASE NO. WA-03-07
APPLICANT'S NAME: A-1 Pattern
LOCATION: 4860 Van Gordon Street
Upon a motion by Boazd Member BLAIR and second by Boazd Member HOWARD, the
following resolution was stated:
WHEREAS, the applicant was denied permission by an administrative officer; and
WHEREAS, Board of Adjustment Application Case No. WA-03-07 is an appeal to this
from the decision of an administrative officer; and
WHEREAS, the property has been posted the fifteen days required by law; and
WHEREAS, there were no protests registered against the application; and
WHEREAS, the relief applied for MAY be granted without detriment to the public welfare and
without substantially impairing the intent and purpose of the regulaUons goveming the City of
Wheat Ridge.
NOW, THEREFORE, BE IT RESOLVED that Boazd of Adjustment Application Case No.
WA-03-07 be, and hereby is, APPROVED.
TYPE OF VARIANCE: An increase of non-living landscaped azea in an industrial zone to 36
percent of the landscaped azea for property located at 4860 Van Gordon Street.
FOR THE FOLLOWING REASONS:
Approval of the request would not alter the essential chazacter of the locality.
2. The hazdship is a byproduct of the drought.
The applicant is attempting to reduce the need for eactensive outdoor watering.
4. Approval of this request would not be dehimental to the public welfaze or injurious to
other properties in the neighborhood.
Staffrecommends approval.
Resolution No. WA-03-07
March 27, 2003
Page two (2)
6. Approval of the request would contribute to the benefit of the neighborhood, the city and
its citizens.
7. Plant materials have been chosen and located in a plan that is more efficiently irrigated
than conventional designs.
8. Additional trees and bushes aze being installed above current code requirements.
VOTE: YES: ABBOTT, BLAIR, DRDA, ECHELMEYER, HOVLAND,
HOWARD, ROLLINS, SCHULZ
NO: None
DISPOSITION: A request for an increase of non-living landscaped area in an industrial zone to
36 percent of the landscaped azea for property located at 4860 Van Gordon Street was
APPROVED.
ADOPTED and made effective this 27th day of MARCH. 2003.
A, Chair Ann Lazzeri, Secretary
of Adjusiment Boazd of Adjustment
requirements.
2. This variance will run with the current zoning and with the current
improved width of Parfet Street.
This amendment was accepted by Board Members SCHiJLZ and BLAIR
Board Member HOVLAND offered a friendty amendment to add another condition
as follows:
3. The fence and gates must be in compliance with sight distance triangles.
This amendment was accepted by Board Members SCHULZ and BLAIR.
Chair HOWARD stated he would vote against the motion because no hazdship had been
demonstrated. The applicant could build a 6-foot fence with a 30-foot setback without
need for a variance.
Chair DRDA reminded those present that a super majority vote of six affirmative votes
was required for passage of the motion.
The motion failed 5-3 with Board Members DRDA, HOWARD and ROLLINS
voting no.
Chair DRDA advised the applicant that his request was denied.
~ C. Case No. WA-03-07: An application filed by A-1 Pattern for approval of an
increase of non-living landscaping, not to exceed 50%, as described in Section 26-
502 (Landscape Requirements) for property zoned Industrial and located at 4860
Van Gordon Street.
The case was presented by Travis Crane. He entered all pertinent documents into the
record and advised the Boazd there was jurisdiction to hear the case. He reviewed the
staffreport and~digital presentation. Staff recommended approval of the application for
reasons oudined in the staff report.
Meredith Reckert informed the Boazd that the City of Wheat Ridge as well as several
other Colorado municipalities is currently reviewing landscaping regulations in light of
the drought and also in a long-term effort to conserve water. Consideration is being
given to doubling the allowed amount of non-living landscaping.
Steven Aberle
4860 Van Gordon Street
Mr. Aberle, the applicant, was sworn in by Chair DRDA. He stated that his request is
based upon fuhuistic, realistic landscaping to cut back on irrigated surfaces. His
Boazd of Adjustment Page 6
03/27/03
company does work for the Denver Water Board and DWB directors have indicated they
will be asking cities to cut back on irrigated surfaces by fifty percent over the next five
years. He explained that vegetation will eventually cover eighty or ninety percent of the
rock used in the hardscaping. This vegeta6on is, for the most part, native to the azea,
requires little water and grows to a height of only two to three feet.
In response to a question from Boazd Member HO WARD, Mr. Aberle stated that the
islands in the pazking lot would be filled with junipers, mulch and wildflowers.
Boazd Member ROLLINS commended the applicant for talcing this proactive step in
water conservation.
Upon a motion by Board Member BLAIR and second by Board Member
HOWARD, the following resolution was stated:
Whereas, the applicant was denied permission by an administrative officer; and
Whereas, Board of Adjustment Application Case No. WA-03-07 is an appeal to this
Board from the decision of an administrative officer; and
Whereas, the property has been posted the fifteen days required by law; and in
recognition that there were no protests registered against it;
Whereas, the relief applied for MAY be granted without detriment to the public
welfare and without substantially impairing the intent and purpose oF the
regulations governing the City of Wheat Ridge.
Now, therefore, be it resolved that Board of Adjustment Application Case No. WA-
03-07 be, and hereby is, APPROVED.
Type of Variance: An increase of non-living landscaped area in an industrial zone
to 36 percent of the laudscaped area for property located at 4860 Van Gordon
Street.
For the following reasons:
1. Approval of.the request would not alter the essejp r dY'the locality.
2. The hardship is a byproduct of the drought.
3. The applicant is attempting to reduce the need for extensive outdoor
watering.
4. Approval of this request would not be detrimental to the public welfare or
injurious to other properties in the neighborhood.
5. Staff recommends approval.
Boazd of Adjustment Page 7
03/27/03
Board Member ABBOTT offered a friendly amendment to add the following
reasons:
6. Approval of the request would contribute to the benefit of the neighborhood,
the city and its citizens.
7. Plant materials have been chosen and located in a plan that is more
efficiently irrigated than conventional designs.
8. Additional trees and bushes are being installed above current code
requirements.
The amendment was accepted by Board Members BLAIR and HOWARD.
L The motion passed 8-0.
Chair DRDA advised the applicant his request had been approved.
5. CLOSE THE PUBLIC HEARING
Chair DRDA closed the public hearing.
6. OLD BUSINESS AfT
• Boazd Member ABBOTT requested that the city attomey prepaze an explanation of
abstentions in the voting process for Boazd of Adjustment cases.
• The Boazd also expressed a desire to spend more time with the ciTy attorney in a
question/answer session in the neaz future.
7. NEW BUSINESS
A. Aoproval of minutes - It was moved by Board Member HOWARD and
seconded by Board Member HOVLAND to approve the minutes of February
27, 2003 as presented. The motion passed unanimously.
8. ADJOURNMENT
It was moved by Board Member HOWARD and seconded by Board Member
ROLLINS to adjourn the meeting at 9:50 p.m. The motion passed unanimously.
PAUL DRDA, Chair
Board of Adjustment
Ann Lazzeri, Secretary
Board of Adjustment
Boazd of Adjustment Page 8
03/27/03