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Clty of Wheat Ridge
Commercial Plumbing PERMIT - 070712
071,2' rssvsD: 07/13/2007
.gp~P~RFETST EXPIRES: 01/09/2008
rthseibm installation per attached plans
5Dewey Dunlap , 02-1247 Dunlap Plumbing & Htg.. Inc.
. IntegratedResourceSysteme_ . ' 02-2357 Hoss ElecCric Corp.
USE: UA
BLOCK/LOT#: 0/
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~ESTIMATED PROJECT VALUATION: 8~,000~.00
FEES . .
~199.30
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t t~, eetback dietancee psopoeed by thie permit application are accurate, and do Iwt violate applicable
di os s'e,gulatiwa of the CiCy of wheat Ridge or covenante, eaeementeor reetrictione of recosd; that all
bi~41!allegatione made areaccuzate; that I have read and agree to abide by all conditione printed on thie eevme full reeponeibilityPor complSance wiCh the Wheat xidge Building Code (i.B.C) and all other
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brdinances, for work under thi~~~ RB a~Ject Co field inepection.
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i in accordance with the proviaione eet forth in your application and ie svbject to'the lawe of tneto the 2oning Regulatlone and Huilding Codee oE [iheat Ridge,Colorado or :any, other.applicable y
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ire 180 daye from the.leeue date. Requeate for an exteneion muet Ce receive8 prior to expSration~
ay be granted at the diecretion of ~the Building Official. e,a new pexmit may be acquired £or a fee of one-half the amount normally required,provided no 1
will be made in t5eoriginal plans and speciflcatione and any euepeneion or aDandonmenthee not~
If changea havebcen -or.if euepeneion or abandonment exceeds one (1) year, fullfeee ehallmit.
ehall be donethat will change the natural flow of water cauaing a draina9e proDlem. .
fg the Huilding Inepector twenty-four (24) houre in advance for all inepections and etiall receive
napection card before proceeding with aucceaeive phaeee of the job.
~mit.os the apR r/oval of1drawin9e and eBecificatlone ehall not be conetrued to be a pecmlt for, nor
rovieione of the building codea or any other ordinance, law, rule or regulation
~iolat .
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abiecajld inepectione. . .
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LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855.
MEBY 3PM AA7Y BUSINESS DAY FOR INSPECTION THE FOLIAWING BUSINESS DAY.
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Date:
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PropeityOwner: j'u'~"~ 4150 "~$pU~t-e/ s~
Property Address: ~ 0 rkn~ y Phone:
Contractor License No.: a 4p~A1 nH phone~o~~~/~~
1 1
CompanY t /1nl / MA /L P ✓
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT I Buildinp Dept. Valuation Figure: $
I hereby certi(y Ihal Ihe setback distances proposed by this permit applicalion are
accurate, and do nol violate applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenanls, easements or restrictions of record; that all measuremenis
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 withtheWheatRidge ildingCode(j.~.C)dallotherapplica6leWheat
Ridge Ordinances, for work und ~ tl s permit. P~Sn~ sub'ect to field ins^ction.
(OWNEft)(CONTRACTOR):PRINTED ~ DATE
Use of Space (description):
Description of work:
Sq. Ft. added
SUILDING DEPARTMENT USE ONLY
4~,t,S1 PuS
S~d
Approval:
Zoning:
r ~ ~Y
BUILDING COMMENTS:~'~~ 7/13 JG. f~ Approval: G ~
,
PUBLIC WORKS COMMENTS: •
L ' Y ~O
Approval:
/R
IRE DEPARTMENT COMMENTS: .
ApptovaC `.~.<.F7! 1 ~ .
....._..i_.r...,
Occupancy: Walls Roof: Stories Residential Unitx
Electri cense No: D Plumbing License No: Mechanical License No:
Comp- Company: ComPanY
Wt ExPiration Date: Expiration Date:
ExpiratioDate.
A~provaP qAaO1I' ApprovaP qpprovaC
Co es of
(1) lloado ad to ' the Zonng Regulalios l and BuId ng Codes ` of Whet RdgePl Colorado orf any olthetrtaplicable ordin no
the City.
(2) This permit shall expire if (A) the work authorized is nol commenced within sizly (60) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days. -
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided io changes
have been or will be made in the original plans and specifications and any suspension or abandonment hae od ,^eeded one
(1)year.lfchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fullfeesshallbepaidf 0,a+,wPermit.
(4) No work of any manner shall be done thal will change the natural Flow of water causing a drainage proolem.
(5) Contractor shall notify the Building Inspeclor lwenty-four (24) hours in advance for all inspections and shall receive writlen
approval on inspection card before proceeding with successive phases of lhe job. . (6) The issuance of a permit or the approval of drawings and specifcations shall nol be construed to be a pe,mit for,noran
approval of, any violation of the provisions of the building codes or any olher ordinance, law, rule or re;;ulation. All plan review
is subject to field inspections.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number:
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
MINQR f~PPLICATION
Value:$,
Permit Fee:$
Plan Review Fee:$
Use Tax:
Total:$
Chief Building Official
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C~~~RA~~ COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
APPLICATION
0
Building Pertnit Number:
Date:
Property Owner: JAk$r-aj_,d ~~Ar~ ,SyS~ew«S
PropertyAddress: 500 P~~
Phone: 3U
luko.a~F (L' C'o ~C` a'o* p33
Contractor License No.: O^ U 3v ~
Company: d`' .
E.T Tci~nolo a lnc
Phone: .363(ob'o9y/cf'
Permit Fee:$
Plan Review Fee:$
se Tax:
Total: $
ValUe:$ I hereby certiry that the setback distances proposed by this permit application are
accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or
restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all
conditions printed on this application and that I assume full responsibility for compliance with the Wheal Ridge Building Code
(I.B.C) and all other applicable W/h~eat Ridge Ordina~n7ces, for work under this permit. Plans subject to feld inspection.
(OWNER)(CONTRACTOR): SIGNED lti7M"Ri 0 d `u/ °IX DATE 41-3/07
(owner)(contrector):printed Pa Date ~f~L3/J 7
~T. tPCA....n4o~~~Iwo
Use of Space (description):
Description of work:
lc~P S~tvtt..~yt~ '{~..,~11o tw~e1 ~rtsoc:a.le.n~' Pt~~nu.~-t .
Sq. Ft. added
I BUILDING DEPARTMENT USE ONLY I
Zoning Comments:
Approval:
Zoning: %
~
Buildin9 Comments:
Approval~: J
~~~f/
Public Works Comments:
Approval:
//,n.•O~a✓~ ~lLI
a✓
6
Company: Fj'~ -r eteG
SIC: Sq.Ft.:
ctrical License No:
Plumbing License No:
Mechanical License No:
Company:
Company:
Expiration Date: Expiration
Date:
Expiration Date:
Approval: Approval:
Approval:
This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of
Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the
City.
This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building
authorized is suspended or abandoned for a period of 180 days.
It this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have
been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year.
If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit.
No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval
on inspection card before proceeding with successive phases of the job.
The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval
of, any violation ot the provisions of the building codes or any other ordinance, law, rule or regulation. PJI plan review is subject
to fleld inspections.
Chief Building Official
ConVault Product Description
Page 1 of 13
w EererMI"msbr Tatlmicglrfwoatlro Uctl Nsirodhrs
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PRdDUCT DESCRIPTION -HOME
HOME ( TECHNICAL INFO I rQnDUi 7 frE>; l21P?i^rd I DRAWINGS I TANK SIZES I REFERENCE DOCUMENTS -~NERAL INFO
INSTALLATION INSTRUCTIONS I SPEGFICATIONS I FINISHE51 CYLINDRICAL OPTION I WARRANTY -TECHNICAL tNRp
-DISTRIBUTORSTABIE pF CONTENTS -GSAPURCHASING
-NEW5 & VIEWS A. THE BACKGROUND -LINKS
B. ENGINEERED FOR SAFETY
C. THE MANUFACTURING PROCESS
1. The Steel Tank Construction
2. Secondary Containment
3. Concrete Vault
4. Coating and Finishing
D. ADDITIONAL FEATURES
1. Complying with Environmental and Fire Safety Requirements
2. UL/ULC Listed
3. Overtill Protection
4. Venting
5. Support Legs
6. Thermal and Corrosion Protection
7. Spill Containment
8. Vehicle Impact Resistance Bullet Resistance
E. TANK WEIGHTS AND DIMENSIONS
F. PERMITS AND APPROVALS
A. The Background
1. You are probably aware that underground fuel storage tanks are a main source of soil
contamination in this country. Underground fuel storage tanks corrode and leak fuel oil and gas
into the soil and cause soil contamination. The contamination may even reach the
underground water streams and be carried into the drinking water systems. Decontamination
of the underground fuel storage tanks' location is extremely costly and can have a devastating
financial burden on tanks' owners and operators.
2. Regulatory agencies have enacted many guidelines requiring the owners and operators of the
underground fuel storage tanks to install expensive leak detection and monitoring facilities to
prevent costly contamination problems.
3. There are also many regulations covering installation and operation of "unprotected" above
ground steel storage tanks.
4. To solve the problems associated with the underground storage tanks and the unprotected
aboveground steel storage tanks, ConVault(D has come up with a breakthrough idea of
constructing a tank that does not have the costly underground tank's leak monitoring system
and contamination problem and at the same time has overcome the problems associated with
-REGISTER Y6UR
TANK WARRANTY
ONLINE
•CONVERSION
CHARTS
"*NEW!
REFERENCE
DOCUMENTS
-NEWS RELEASE
-OWNERB
INFORMA?ION .
-CHEMVAULT .
-NETWORK MEMBERt
-TERMSOFUSE http://www.convaultcom/descript.html 4/23/2007
ConVault Product Description
Page 2 of 13
the unprotected aboveground steel tanks. Because of its unique monolithic concrete
construction feature, the ConVault@ tank system provides a two (2) hour fire protection, vehicle
impact resistance and bullets resistance proven by the tests carried out by the Underwriters
Laboratories of USA (UL) and Canada (ULC).
B. Engineered for safety
1. The design and manufacturing concept of the ConVault@) is simple and at the same time very
practical. In a nut-shell, ConVaulPs@ design concept consists of :
a. Constructing a welded steel tank to hold and store flammable and combustible
liquid fuels.
b. Insulating the steel tank exterior by a minimum of 1/4" thick Styrofoam and
wrapping it in a 30 mil high density polyethylene membrane to provide a
secondary containment for fuel in case of a remote probability of any leaks from
the steel tank.
c. Encasing both the poly and the steel tank in 6" thick monolithic reinforced
concrete vault to provide two-hour fire protection, ballistic and vehicle impact
protection.
2. ConVault@ has even designed a leak detection system that enables checking the tank for
leaks on a regular basis by simply inserting a stick in the leak detector chamber and find out if
the tank has any leaks.
3. ConVaultg is so confident of its superior design that it gives 20 to 30 years of warranty for its
tanks. Provided that the tank is installed, operated and maintained in accordance with
ConVaulYsO specifications, ConVaultOD will replace your tank without charge if it develops a
leak. See your standard warranty for its actual number of years and its conditions.
4. Since you have purchased one of over 18,000 tanks, which remain in service since 1987, you
may wish to understand the unique manufacturing process of Convault tanks. The following
paragraphs will explain the construction process of the ConVaultO tanks.
C. The Manufacturing Process
ConVault@ tanks construction process consists of four main steps, namely:
1. Steel tank construction
2. Secondary containment
3. Concrete Vault
4 Coating and Finishing
Figure No. 1 is an isometric view of a typical ConVault@ tank with a cutaway section to
show details of a ConVault@ tank system.
1. Steel tank construction
a. ConVault@ steel tanks are made of 1/8" or 3/16" thick steel, depending
on warranty and tank size. The steel tank contains and holds the liquid
fuel, which is the primary function of the tank. To make the steel tank
systems fit for their function; the tanks are made in accordance with the
UL standard 142 and ULC standard S601. The UL/ULC standards cover
all the aspects of tank construction including material specification,
fabrication, welding and testing. The tanks are listed in accordance with
UL/ULC Standards and carry UL/ULC labels as such.
b. At the fabrication shop, the tanks undergo a number of quality control
and test procedures including a 24 to 48 hour pressure test at five (5) psig.
http://www.convault.com/descript.html 4/23/2007
ConVault Product Description Page 3 of 13
2. Secondary Containment
a. The second stage of manufacturing consists of wrapping the steel tank
with a minimum of 1/4" thick Styrofoam (foam) insulation and an
impervious barrier of 30 Mil high density polyethylene membrane (poly).
The 30 Mil poly provides containment for the remote probability of fuel
leak through the steel tank. A leak detector pipe terminating in the
secondary containment provides a positive-proof that the tank is not
leaking.
b. Another advantage of the 30 Mil poly is that it shields and protects the
steel tank exterior from coming in direct contact with concrete and thus '
minimizing the potential of tank extemal corrosion.
Figure No. 1
SEE DETNL A
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3. The Concrete Vauit
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EL TANIf
The next step of manufacturing a ConVault@ tank is to encase the tank in a six (6) inch
thick reinforced concrete vault. Simply put, the six inches of concrete is poured on all
sides bottom and top of fhe tank in one step and hence the phrase "monolithic". This
process assures that there are no joints and no heat sinks in the concrete to carry heat
from a fire into the primary containment.
http://www.convault.com/descript.hhnl 4/23/2007
ConVault Product Description
Page 4 of 13
'
The concrete pouring process also goes through a strenuous quality control procedure
to make sure the ConVaultO tank withstands its ultimate pertormance test, the two (2)
hour fire test. ConVault@ tanks are listed by UL 2085 standard and ULC/ORD 142.16 as
fire resistanUinsulated and protected tank
4. Coating and Finishing
At the final stages of manufacturing, the concrete exterior of the tank is vacuum coated using a
two-part water based epoxy paint to protect the tanks from the inclement weather conditions.
Concrete exterior can also be produced in exposed aggregate with a clear coat of sealant or in
STO finish. The entire pipe fittings and nipples on the tank are powder-coated to protect them
from corrosion.
D. Additional features
The following is a list of some of the major features and advantages of the ConVault@)
tanks:
1. Complying with Environmental and Fire Safety Requirements
a. ConVault(D tanks meet applicable safety requirements for secondary
containment, leak monitoring, and spill protection. ConVaulto tanks are
approved by fire officials in most local jurisdictions. They are currently in
use nationwide.
b. ConVaultS tanks meet NFPA 30 and 30A, UFC, BOCA, SBCCI model
fire codes safety standards. The units comply with the 1996 Uniform Fire
Code Standard for the aboveground storage and dispensing of motor
fuels.
c. ConVault@) tanks are certified by the California Air Resources Board for
Balanced Phase 1 and phase 2 Vapor Recovery including methanol and
ethanol.
2. UL/ULC Listed
a. The ConVault@) tanks have the following UL and ULC listings:
1. UL - 742, aboveground tanks for flammable and combustible
liquids.
2. UL - 2085, two hour furnace fire test and two hour simulated pool
fire test for insulated tank.
3. UL - 2085, insulated and protected secondary containment
aboveground tanks for flammable and combustible liquids
4. UL - 2085 and UFC SECTION (79-7) ballistic and vehicle impact
test for protected tank.
5. UL - 2085/UL CAN ORD-C 142.16 Non-Metallic Secondary
Containment and Venting by Form of Construction.
6. UL - Subject 2244 Systems Listing for Motor Vehicle Fuel
Dispensing.
7. UL CAN/ORD - C 142.16, protected aboveground tank assemblies
for flammable and combustible liquids.
8. UL CAN/ORD - C 142.5, concrete encased aboveground tank
assemblies for flammable and combustible liquids.
9. UL CAN/ORD - 142.16, the furnace burn requirements for lwo hour
fire rating.
http://www.convault.com/descript.html 4/23/2007
ConVault Product Description Page 5 of 13
10. UL CAN/ORD - 142.5, the open (pooq fire testing for two hour
flammable liquid fire test
3. Overfill Protection
Tanks can be provided with two or more of the following methods to
protect them against overfill: a) direct reading level gauge at the tank
which is visible from fill pipe location; b) valve located within fill-pipe
access to close automatically at a specified fill level; c) audible high level
alarm activated by a float switch at a specified fill IeveL
4. Venting
The ConVault@ tank systems are furnished with a 2 inch normal vent and
an emergency pressure relief system. The standard emergency relief
system furnished with the tank normally opens if the tank pressure
exceeds 1/2 psig. The tank systems conform to model fire codes and
UL/ULC Standards forventing.
5. Support Legs
Vaults have concrete support legs of unitized monolithic construction that
provide visual inspection capability. Tanks do not require cathodic
protection system as no steel part of the tanks comes in direct contact with
the ground.
6. Thermal and Corrosion Protection
The tank construction includes thermal insulation to protect against
temperature extremes and corrosion by separating the steel tank from the
concrete. No part of the steel tank comes in direct contact with concrete or
any other corrosive materiaL
7. Spill Containment
The tank system includes a 5 to 15 gallon, powder-coated UL-Listed and
patented, spill containment surrounding the fill pipe. The spill container is
equipped with a normally closed hand operated valve that can be actuated
to drain the spilled fuel liquids into the steel tank.
8. Vehicle impact resistance
ConVaultt tanks are designed to have a low center of gravity that can
withstand vehicle impact and tipping during earthquakes and other natural
disasters. ConVault@ tanks have withstood even phenomenon tests such
as C-130 airoraft impact at Ft. Dobbins in Georgia, Hurricane Andrew and
the 1989 Loma Prieta earthquake.
9.Bullet Resistance
ConVault@ tanks withstand bullet resistance tests in compliance with UFC
SECTION (79-7). APPENDIX # A-II-F-1. •
10. Non-Metallic Secondary Containment and Venting by Form of Construction.
The UL 2085 Standard listing officially recognizes Convault tank as having a secondary
containment that is non-metallic and that vents by form of construction. This eliminates
the need for an emergency-venting device on the secondary containment.
http://www.convault.com/descript.html 4/23/2007
ConVault Product Description
Page 6 of 13
11. California Air Resources Board (CARB) Certified
ConVault AST's are CARB certifies for use with Phase I and Phase II vapor recovery
systems under Executive Order G-70-116 and revisions A through F. California is
recognized as the national air quality expert and, having passed all field examinations
by CARB, ConVault AST's are generally regarded as having met the severest air quality
compliance standards.
More information can be found at their website: http://www.arb.ca.gov.
•.NOTICE: Aboveground Storage Tanks (AST) should be evaluated to determine
acceptability for continued use after fire exposure, physical damage, or misuse.
E. Tanks' Weights and Dimensions
Figures No. 2, 3 and 4 give nominal capacities, the outside dimensions, general fittings
layout and approximate weights of some popular ConVault(D systems. These fgures
can help you in your planning for the future fuel storage requirements. Contact your
ConVault(D distributor for accurate weight of tanks to help you in arranging for proper
equipment for unloading and setting of tanks.
Figure No. 2
Tank Weights and Dimensions *
Single Primary Tank
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ConVault Product Description Page 7 of 13
Fi~R R ~ R
~ w-~-
I
I I
I I
I I
HEICNT . ~ (
L - - - - - - - - - - - - - - - - - - - - - - -
8000-12,000 CALION TANK$ 3/4' SHORTER THAN OU7510E LfGS - IEHGTM
r ------------------/----I
I~ ~ {
1 02 NIPPLE ~
( 04 NiPPLE W CRND LUG I
~ EMERCENCY 4ENT ~ . WIDTH I UL lI5TE0 5-15 CALLON SPILL I I ~ CONTAINUENT WRli FILL PORT, e2 ~ I
~ IAONITORINC PORT (OPTIONAL) AND 6RAIN VALVE (
I 02 THRU TANK LE4K OETECTOR 02 I . i~NIPPIE ~ COMMUNICAi10N PORT W/ RNOPI C~ i .------------------------J
SIZE
~ LENGTH
WIDTH
_ . .
. HEIGHT ~
. .
WEIGHT
. ~ . . .
125
4, _ 1 "
q, _ 1 "
~ 3' - 11" '
6,000 . ~ .
250
7, _ 8"
3, _ 9"
3' -3° ~
8.000 ~
~ 500
0,_6"
. 3,_4" .
129000
1000
5, _ 9"
y, _ 4" '
18,000 . . . .
2000
' IJ,_3"
81_01,
V_b"
30,000 ~ . ~
~ 3000LP
1P-3"
81-0"
' 7'-3"
359500
4000 LP
17' - 7" ~
8' - 0"
6' - 5" .
45,000 . .
5200 G
15' - 6"
8' - 0"
8' - 9"
47,000
6000
17, _ 7•'
g• _ 0'•
S' - 9"
59,000 ~
http://www.convault.com/descript.html 4/23/2007
ConVault Product Description
Page 8 of 13
~ 8000 23, _ 1" ~
81_ 01,
8, _ y" '
72,000
10000 28, _ 7" ~
g, _ 0"
' 8' _ 9"
87,500
.
. . . . . .
12000 34' - 1"
g,_o" a'_y"
101,000
• Double-wall steel tanks are optional and external dimensions are identical to single wall
tank.
• Nipple layout and designs vary according to customer needs.
*NOTE: 7hese are nominal weights of the tanks. Check with your
distributor/salesperson for accurate weights.
Figure No. 3
Multi-Compartment Tank Weights and Dimensions *
The "D" Design
i I
i I
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i I "IT
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1...._.- -
~ bO/O4O ~OR' SH7'~ R~OI)TANKS
1SIOE IECS
LENGTM
r~~ H MPPLE - - - - - - -
ENERGENCY YENi - - T ( I I
1 OT UL LISTEO 5-I5 W4.tAN SPfIL yy/ GMp LUG
~ CONTAINNENt WIM flLL pQRT. 02 I
~ MQNITbRM1G PORT (OPIWPML) AND DWUN VALVE ~
EMERCENCV VENT
~ r TMRU TlWK LEAK OE►ECTOR 12 NIVVLE
(
O CWMNAUNIGTION PORT W/ CRND lUC
I (
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~ N I~PLE
L - - - - - - - - - - - - - - - - -
SIZE LENGTA WIDTH
http://www.convault.com/descript.html
HEIGHT WEIGHT
4/23/2007
ConVault Product Description Page 9 of 13
D250 . I1' _ 0,l ~ q, _ 6"
' 3, _ 4" .
12.000 . .
D500 I1' - 0" 51- 8"
4' - 4"
15,500
DI000 1 P_ 3" 81_ 0•'
S' - 6"
30,000
DI500 LP 11, _ 3" . 81_ 0"
7, _ 3"
30,000
U2000 LP fl' - 7" . 8' - 0"
. 6' - 5"
45,500
D2,600 G 15'_ 6" 91_ 0"
' 8, _ 9" '
47.000
D3000 i T _ 7" 81 _ Ult
. 8• _ y„
59.000 .
' D4000 23, _ 1•' 8, _ 0"
g• _ 9"
72,000 . . .
D5000 28• _ 7" . S' - 0"
S' - 9"
87,500 . . .
D6000 34• _ 1" 8, _ 0"
8' - 9"
101,000
. .
. Nipple layout and design vary according to customer needs.
*NOTE; These are nominal weights of the tanks. Check with yo
ur
distributor/salesperson for accurate weights.
Figure No. 4
Multi-Compartment Tank Weights and Dimensions'
The "E" Design
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ConVault Product Description
Page 10 of 13
r - __------i~-----------~
I II I
E II I
I II I
I II I ++Eac~+r
I II I
I II I
L JL
8Q00-12,000 CALION TANKS . . .
3/4' SHORTER THI1N OUTSIDE LEGS .
LENGTH
ep NIPVLE ~ ir #2 N1PPLE- - - - - -
w/ cRND LUC 11 W/ GRNp LUG
1#4 NIPPi.E UL LISTED 3-15 CAI,ION SPILI 04 NIPPLE~ ~ CONfNNMENT WrtM FILL PORT. 02 lAONITORING PORT (OP1tONAl) ANO ORAIN VALVE
WIOTH i t J~-~ I .
TMRU TANK' L II EMERCENCY i ~ LEAIS OETECTOR II VENT i .
I 02 NIPPtE rPORT UNICATION 02 NIPPLE I .
11
L~ w/ cR o ~u~c ~G~4~ w/ ~Eiuc - - - ~J
' SIZE LENGTH
WIDTH
HEIGHT
. WEIGHT . . :
i E250 11, _ 0"
4' - 6"
3' - 4"
12,000
E500 1 P_ 0'•
5' - 8"
. 4, _ 6"
IS.OW . .
' E1000 11• _ 3"
81_ 0'•
5• _ 6°
30,000 . .
E1500 LP 11' - 3"
8' - 0"
7' -3"
35,500
E2000 LP 17• _ 7"
g, _ U"
69 _ 5"
. 65,000 . .
E2600 C 15' _ 6" .
81_ 0"
S' - 9"
47.000 . .
E3000 17' - 7"
8' - 0"
8' - 9"
59,000
E4000 23•_1 "
81_01'
81-9"
729000
.
F,5000 28' - 7"
8' - 0"
8' - 9"
87,500 .
E6000 34, _ 1'•
g, _ 0•'
8' - 9"
101,000 .
http://www.convault.com/descript.html
4/23/2007
ConVault Product Description Page ll of 13
. Nipple layout and design vary according to customer needs.
*NOTE:_ These are nominal weights of the tanks. Check with your
distributorlsalesperson for accurate tank weight.
F. Permits and Approvais
Installation of fuel/oil storage systems requires approval process from various
government agencies. Table 1 shows typical approval process and documents needed.
Specific local or AUTHORITIES HAVING JURISDICTION requirements may slightly
differ for different locations, but the list is a good reference and a guide for your permits
requirements.
Table 1
PERMITS AND APPROVALS
A.
State and/or local application forms
F.
Prepare system detailed drawings
to include:
B.
The ConVaultg Site Review Form
1.
Tank size, dimensions, and spacing
approved by the local Fire Marshall.
between adjacent tanks.
C.
Site plan drawings.
2.
Base slab dimensions and bollard
location and size.
D.
System detail drawings.
3.
Vent size and location. Height of
standard vent and type of cap.
E.
Prepare the site plan as follows:
4.
Fill details including spill and
overfill protection.
1.
Draw to scale.
5.
Piping details including shutoff
valves and anti-siphon valves.
2.
Show property lines and indicate
6.
Pumps and dispensing equipment
occupancy or use of adjacent
including location, size, and type.
property.
3.
Show streets, intersections, and
7.
Electrical details including shutoff
railroads.
switch location and grounding wire.
4.
Show buildings on the site and
8.
Level gauges and leak detection
indicate type of construction. Show
equipment
building openings on walls adjacent to
tanks.
5.
Show important utility lines, sewer,
9.
Signs and decals.
water, gas, and electric including fire
hydrants and catch basins.
http://www.convault.com/descript.html
4/23/2007
ConVault Product Description Page 12 of 13
6.
Show any neazby waterways streams,
rivers, lakes, or retention basins.
7.
Show any underground or
aboveground tanks.
8.
Show new tank location and indicate
shortest distance to buildings and
property lines.
• NOTICE: It is advisable for the ownersloperators to become familiar with the codes and
regulations applicable to their operation. Table 2 lists some of the codes and regulations
governing aboveground storage Wnks.
Table No. 2
CODES, REGULATIONS, AND GUIDELINES
Aboveground fuel storage tanks fall under a variety of governmental jurisdictions;
therefore the following reference is provided as a general outline. You may be subject to
different legislation and goveming bodies in your specific locale. A preliminary
investigation must be conducted to thoroughly understand the controlling factors prior to
the utilizing the product in your specific area.
FEDERAL REGULATIONS
40 CFR 112
US Coast Guard
Environmental Protection Agency (EPA)
Occupational Safety and Health Administration (OSHA)
STATE REGULATIONS
Federal regulations are referred to the governor of each state with the
instructions that delegated duties to subordinate state agencies must
provide a written plan on how the individual state will comply with the
EPA's enforcement activities.
CODES AND STANDARDS
NFPA 30, 30A, and 31 Flammable and Combustible Liquid Code
ICBO Uniform Fire Code section 79 APPENDIX A- II - F(UFC)
Building Officials and Code Administration (BOCA)
Underwriters Laboratories (UL)
Underwriter's Laboratories Canada (UL CAN/ORD)
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ConVault Product Description Page 13 of 13
Southern Building Code Congress Institute (SBCCI)
ENVIRONMENTAL CAVEAT
Several regulatory agencies have been integrally involved in the
development of the ConVault@ aboveground storage tanks.
http://www.convault.com/descript.html 4/23/2007
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~ 'r.'Q' The Industry Leader In Above Ground Fuel Storage Systems r~ll4~'b.Z~ The Industry SPECIFICATIONS F4~t. ! L. The requirement far RECTANGULAR test. r ,j r -r ~r ,p-~ a t~ ~l/~/~~~1~ / L~f7(i,fl~ I~f ~IE/'~'14G1' 1~1+~11)lNS'i ~trerl \'~rrsr»rrrm ~isaae~rswtH 13tr a' i s •
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ABUVEGROUND STQRA.GE TANKS .F ~ ~ W
M. Ta be tested and certi 1. The Insulated Secondary Containment Above~xound Stnra~e Tank Systems far (GARB) f'or Balanced Flammable and Combustible Liquids Protected Tvae• Vehicle Impact Protected and r ~ U
methanol and ethanol. T' r°°
Projectile Resistant shall be tested to and listed for die following: 2. The primary steel tank shall bs rect A, UL - 142, aboveground st~l tanks for flammable and combustible liquids. exterior seams, manufactured in ac Standard i42. I! ~
ji.
B. UL - 2085, twc~-hour furnace fire test and two hour simulated pool fire test 3. 'Ifie primaiy~ steel tank shall be pres
for insulated and. protected tanks. fi_ i i
4. The primary steel tanks sha11 ha~~e C. UC, - 2Q8.5 and UFC Test Standard (Article 79 or APPENDLX #A-II-F-1), requirements. I
for both Vehicle Impact Proteerion and Projectile Resistance. I l r+~
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5. The protected and insulated AST s D. ITL - 20$5, Protected aboveground tanks for ftammabte and combustible allnw for physical checkup and rno liquids. secondary contairunent.
~
E. L7L - 20$5, Non-Metallic Sec;cyndary Containment protected tanks for i 6. The primary steel tank shall be pies fla~nmahle and combustible liquids v~~ith seccondary containment i
Emergency Ve~itin~ by "Form of Canstrucrion". 7. 'I're outer surface of the primary ste thick (6.4 mrn} Styrofi~atn insulatio F. CANIULC- 5601 (ORD - 142.18}, Standard for shop fabricated steel _t
aboveground horizontal tanks far flammable aa~d combustible liquids. E 8. T'he secondary containment shAll co Po]yethyIene membrane enclosing tl
G. CAN/ULC- S65S (ORD - C 142.16), Standard far protected aba~~egr~ound tank assemblies for flammable and combustible liquids. ~ y, The primary steel tank and the seco of monolithic reinforceii concrete, H. CAN/U'LC- {QRD - C 142.5), Standard £or concrete encased aboveground ~ psi at 2~ days depending on the tan tank assemblies far flsznmable and combustible liquids. ~ fc~(lowing far long-term durability: s steel reinforcemeirt. Concrete encas I. CAN/ULC- (ORD - C 142.16), the fiirnace burn requirements for iwa
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hour fire rating. ; 10. The protected and insulated AST sy continuous and visually ~rerifiable m Fr
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.1. cA~rivLC- ~oRn - e 1 2.25), fihe open (pool) fire testing for two-hour and sides and contain no cold joinL~ flammable liquid fire test.. must be shop fabricated and tested i use two layers of steel with insulaGo K CANIULC- (~DRD - 142.23), far aboveground ta.~ilcs far used oil.. 1
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Aboveground Storage Tanks Specifications Ahovegrvund Sro Page I of 3 J1'MP'~ \~'AY~~YIA ~+srrLlrC► ~rtnAS~i~aw~ir~ras► w .
ox~iz~zoos JAN. 5. 2007 3:09PM A1~9~OR PRECAST ~iTTLETON, CO V0. ~~4 ~ 7,!$ JAN. 5. 2047 ~:~9PM A,~"COR PRECAST LIT
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Suggested Spec cations i
fvr Aboveground Fuel Stowage Tanks
SECTION T. The Insulaceci Secondary Containment Aboveground Storage Tank shall be a ConVaulc as 15. The protECCed and insulated AST system shall manufactured by Amcor Precast or approeed equal as defined in 5ecaon lI of this speci&cation: weather and reflect light.
1. The ConVault Insulated 5ernndary Contairunent Aboveground Storage. ?arik Systems far Flammable and ~ 16. The protected and insulated ~4ST system shaft Combustible liquids, Fmtected Type: Vehicle Impact Protected, and Pmjc~tile Resistant sha11 be tested w from the date of Installation.
~
and listed for the following: 17. The pioterted and msuleted AST systems sha for lightning protection in accordance with N A) UL -142, Aboveground steel tanks for flammable and combusrible liquids. 18. The concrete ea4erior of the protected at~rl ins t
S) UL-2085, two hour furnace fire test and two hour simulated pool fire test for insulated and t~ "5T0" FINISH
protected tank. J.a
C) UL-2085 and ilniform Fire Code (11FC) Test Scanclard APPENDIX #A-II-F-1, for both Vehicle Impact Protection and Projectile Reststarice.
D) tJL-2085 insulated aboveground tanks far flammabie and corzibustible liquids, Protected Type.
E} tJL_20$5 Non-Metallic Secondary Containment protected tanks for 8ammahle and combustible
liquids with secondary containment Emergency Venting by "Fcx~m of Construction". ~
2. The primary steel tank shall be rectangular in shape and have continrxaus welds on all exterior seams, f and manufactured in accordance witk► U.L. i42. i { I
3. T'he priwary s~eei tank shalt be pressure tested at 5 psig for 24 hours. ~
4. The primary steel tank(s) shall have "eYnerrgency vent" system(s) as per NFPA 30 Code requirements. 5. The pratecced and im~suuEaced AST rystems shall have a thnz tank leak detector tube, with a lockable rap. 1
to allow for the physical checkup and monitoring capabiliry• between the primary and the secondary s
containment. 6. the primary sleet tank shall be pressurized at S psig during cnncrete placemenC.
7. The outer surface ~f the primary steel tank shalt be covered by a minimum of 1/4" thick {6.4mm}
Styz~o£crnm itasniation panels or equally acceptable them~al insulation. 8. The secondary containment shall cvnsise of a 30 Mil tlvck (6.78 mm) polyethylene membrane, or
equally acceptable material, enclosing ehe steel tank and insulation material '.1::
9. The primary steel tank aixl the secondaty containment shag be encased in six inches ai monolithic, steel rein[orced concrete, with a minitmana compressive strength o.E ~F000 psi at 28 days. Aduvx~ur~ to
prozreote long term durability shall be utilized az pare of the concrete mix design.
10. The exterior of the pmeected and insulated AST assembly shall be a continuous and visually verifiable monolithic (seamless) concrete placement on the top, bottom, ends, and sides, and slxaA contain no i
cold aoints or heat sinks (heu transfer poirus?. The eutim assembly must be shop fabricated and tested ~
in accordance with the UL lispngs. 11. No steel ar insulating material shall come in coneacc with the concrete ur other corrosive material.
12. All openitzgs shall be from the top only.
I3. Tiae protected and uisulated AST rystem shaIl include a UL listed ouerfili spill containment bucket csf
not less [lean 5 gallons, and shall include a normally closed ~al~~e to mlease spilled product into the primary steel tank. 1_
14_ All e~osed metal must be powder ec~aced to inhibit corrosion.
~1' 7
. "s~mply lagiea[" ~
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CHECKED
f PROJE,
CASE HISTORY 01-1007
WZ 78-8 Doc WZ 92-5 0007-C WZ-07-01 SHE
7 OF
11-oTBANK
OF WHEATRIDGE, N.A.
4350 Wadsworth Boulevard
Wheat Ridge; CO 80033
(303) 423-1400
"LENDER"
~ BENEPICIARV . ..................i
City Of Wheat Ridge ,
~ IRREVOCABLE
' LETTER OF
' CREDIT
ADDRESS I
7500 West 29Th Avenue I
Wheat Ridge, CO 80215 j NO.: 9316396 .
TELEPHONE NO. IOENTIFlCATON NO. (303) 235-2848
CU$TOMEi
Drake Coatractore, Iac.
Deaais R. Draka
Ann L. Drake
. . . ARDRESS5190 Parfet Street
Wheat Ridge, CO 80033
TELEPHONENQ. . IDEM1fICAT10N NO,
(3031 429-1629
This Letter of Credit shall expire upon the earlier of:
1. the close of business on
OCtober_ 1_2 _ 1_995
and all drafts and accompanying statements or documents
must be presanted to Lender on or before that time; or
2. the day that Lender honors a draw under which the full
amount of this Letter of Credit is drawn.
Lender indicated above ("Lender") hereby establishes at the request and for tha account of Customer an Irrevocable Letter of Credit in
favor of Beneficiary for a sum of ~enty Thousand and no/ 100
-Douars 1$ 20,000.00 These funds shall be made available to Beneficiary against Lender s receipt from Beneficiary of drafts drawn at sight on Lender at its address
indicated above (or such other address that Lender may provide Beneficiary with writtan notice of in the future) during regular business
hours and accompanied by the signed wiitten statements or documents indicated below.
WARNING TO BENEFICIARY: PLEASE EXAMINE THIS LETTER OF CREDIT AT ONCE. IF YOU FEEL UNABLE TO MEET ANY OF ITS
REQUIREMENTS, EITHER SINGLY OR TOGETHER, YOU SHOULD CONTACT YOUR CUSTOMER IMMEDIATELY TO SEE IF THE
LETTER OF CREDIT CAN BE AMENDED. OTHERWISE, YOU WILL RISK LOSING PAYMENT UNDER THIS LETTER OF CREDIT FOR
FAILURE TO COMPLY STRICTLY WITH ITS TERMS AS WRITTEN.
1. DRAFT TERMS AND CONDITIONS
Lender shall honor the drafts submitted by Beneficiary under the following terms and conditions:
Upon Lenders honor of such drafts hereinafter, Lender, once the full amount of credit available under this Letter of Credit has been
drawn, shall be fully dischargad of its obligations undar this Letter of Credft and shall not thereafter be obligated to make any further
payments under this Letter of Credi[ in respect of such demand for payments to Beneficiary or any other person. If a non-conforming
demand is made, Lender shall notity Beneficiary of its dishonor on or before the time mentioned in Seaion 5 below.
Beneficiary shall have no recourse against Lender for any amount paid under this Letter of Credit after Lender honors any draft or other
document which complies strictly with this Letter of Credit, and which on its face appears otherwise in order but which is signed, issued, or
prasantad by any party or under tha name of any party purporting to act for Beneficiary, purporting to claim through Beneficiary, or posing
as Beneficiary. By paying to Beneficiary an amount demanded in accordance with this Letter of Credit, Lender makes no representation as
to the correctness of the amount demanded and Lender shall not be liable to Beneficiary or any other person for or in respect to any amount
so paid or disbursed for any reason whatsoever, including, without limitation, any nonapplication or misapplication by Beneficiary of the
proceeds of such payment. By preseMing upon Lender or a confirming bank, Beneficiary certifies that Beneficiary has not and will not
present upon the other, unless and until Benaficiary meets with dishonor. Beneficiary promises to return to Lender and confirm any funds
recaivad by Baneficiary in axcasa of the Letter of CrediYs maximum drawing amount.
2. USE RESTRICTIONS
All drafts must be marked'ORAWN UNDER FirstBaak oE wheat Ridae. N.A.
IRREVOCABLE LETTER OF CREDIT N0. 9316396 _ DATED
April 12, 1995 and the amount of each draft shall be marked on the draft. Only Beneficiary or Beneficiary's
Transferee (only if transferable) may complete a draft and accompanying statements or documents required by this Letter of Credit and
make a draw under this Letter of Credit. This original Letter of Credit must accompany any draft drawn hereunder.
Partial draws ❑ ara permittad are not permitted under this Letter of Credit. Lender's honor of a partial draw shall
correspondingly reduce the amount of credit available under this Letter of Credit. Following a partial draw, Lender shall return this
original Letter of Credit to Beneficiary with the partial draw noted thereon; in the alternative, and in its sole discretion, Lender may
issue a substitute Letter of Credft to Beneficiary in the amount shown above less any partial draw(s).
3. PERMITTED TRANSFEREES
~ This Letter of Credit may be transferred by Beneficiary upon providing Lender with prior written notice of the trensfer. The
Transferee shall be deemed the new Beneficiary of this Letter of Credit and the documents of the Transferee, including drafts
required under this Letter of Credit, are to be processed by Lender (or any intermediary) without the original Beneficiary's
intervantion and without any further responsibility on Lender's part to the original Beneficiary.
❑X The right to draw under this Letter of Credft shall be nontransferable, except for:
A. A transfer (in its entirety, but not in part) by direct operation of law to the original Beneficiary's administrator, executor, bankruptcy
trustee, receiver, liquidator, successor, or other representatives at law•, and
B. The first immediate transfer (in ks entirety, but not in part) by such legal representative to a third party after express approval of a
governmental body Qudicial, administrative, or executive).
MAST802 t PortnAtlon Technologies, Inc. (3/2/B4) (800) 9373788
4. TFANSFEREE'S REQUIRED DOCUMENTS
When the preseMer is a permitted Transferee under paragraph 3 above, the documents required for a draw shall include:
A. All documents required elsewhere in this Letter of Credit, except that such documents may be in the name of and executad by either
the original Beneficiary or the presenter permitted by paragraph 3; and
B. When the presenter is a permitted Transferee under paragraph 3.A or a third party under 3.8, a certified copy of the one or more
documents which show the presenter's authority to daim through or to act wkh authority for the original Beneficiary.
5. TIMING OF DISHONOR
from relying upon any reason for dishoner given in a communication which
Under no circumstances shall Lender be precluded
nder has received d
Beneficiary or the presenter receives within three (3) Banking Days after Leie last document forming part of
Beneficiary's presentmeM (the'Three-Day Period"). Lender shall be entitled to rely upon any such reason without regard to either~inta e
timing of any presentment made before the Expiration Date, or (ii) the timing inside the Three-Day Period of any p Y
communication(s) from Lender concerning the dishonor decision itself or any reason for dishonor. For any such reason so given during
the Thrae-Day Period, Lender shall be conclusively deemed to have met the "reasonable time", "with~ut delay", and other timing
requirements as the Uniform Customs and Prac[ice for pocumentary Credits, 1993 Revision, ICC Publicaticr, No 500, as most recently
published by the International Chamber of Commerce (hereinafter called the "UCP") may impose. The ExF-ation Date shall not be
eMended to accommodate a presentment made with less than three (3) Banking Days to go before the Expiratioi; I'ate, and Beneficiary
shall not be entitled to submit a draw request or provide Lender with any documents in support of a draw after 'he Expiration Date
- Perod. Bankng Day'dshall m an anylday,texcept Saturday, on'whichrcodecision mmercialrbanks lo ated1inlthe statelof Lendrerts addressDare
ekher not authorizad or are not required to close.
6. COMPLIANCE BURDEN Under no circumstances shall Lander be hald responsible for any impossibility or other dlfficulty in achieving strid carpli y,j~111N
requirements of this Letter of Credit precisely as written. Benefciary understands and acknowledges: (I) that unleaa and uMik.y,~1r~M
wording of this Letter of CredR is amended with Lender's prior written consent, the burden of complying stridly with suci't wddn9
remains solely upon Beneficiary; and (ii) that Lender Is relying upon the lack of such amendment ?i coqstituting Beneficiary's initial and
continued approval of such wording.
7. NONSEVERABILITY
If any aspect of this Letter of Credi[ is ever declared unenforceable for any reason by any court or powrnrt+ental body having jurisdiction,
Landar's antire engagement under this Letter of Credit shall be deemed null and void ab initio, and balhl.ender and Beneficiary shall be
restored to the position each would have occupied with all rights available as though this Letter of Gndit had never occurred. This
non-severabiliry provision shall override all other provisions in this Letter of Credit, no matter wners such provision appears within the
Letter's body. .
8. CHOICE OF LAW/JURISDICTION
The UCP shall in all respects be deemed a part hereof as fully as if incorporated herein and shalCololradois Letter of CreditU teld
Agreement shall be governed by and construed in accordance with the laws of the State of ------the urisdiaion and
States of America, except to the extent such laws are inconsistent with the UCP. Lender and Beneficary q~[w!rent to I
venue of any court selected by Lender in its discretion located in the State of _ colorado _ in the event of any
legal proceading under this Letter of Credit.
9. EXPIRATION
Lendar hareby agrees with Beneficiary that drafts drawn under and in compliance with the tenns of th,s Letter of Credit will be duly
honored if presanted to the Lender on or before the Expiration Date.
Dated: April 12, 1995 LENDE/: p stBaak Of Wheat Ridge. N.A.
Bv s , ✓ ' - -
Sr3aa Larson
Vice Presideat
ENDORSEMENT OF DRAFTS DRAWN:
Amount Amount
Date otiat -ed BY In Words . In Figures_ _
Ne
- _ -
MAST8026 0 FormAtlon Tachnologias, Ina (3/2/84) (600) 93]-3]99
PENMRNUMlEP
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DATE: q 'S C~ 6
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE: W
The property at -1~-/ g~ 2~~4a S't has been
signed off by the Building Deparitment and is ready for a CO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PllBLIC WORKS APPROVAL `
Remarks:-L--> c=-c,.le Co+~-cc~a~+ui cw%7-0<-cM1> , '4 1 ko)46 E46~17er0
RC4.>.ceer.,E.,T '~oc2. ~ptz.n.n. Gecc-r. ~@clw'~t rxz T-ci+= s-nE p'C~
~o f 2te I°l9 aRY~T °••A''. "~tc~2.. 'p2~o2 'C~ tSS~Af+c-E cf c.. o. !'~L.so)
C..0• ~'71iC?A~L.
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4 I\e~j q6
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DATE : `i
A CERTIFICATE OF OCCUPANCY HAS BfiEN REQUESTED FOR:
PURPOSE OF STRUCTURE:
Building Dept.Approval:
Remarks
Zoning Approval:
Remarks t+// q _ qf„
~U
v v _ - \
P.O. BOX 638 TELEPHONE: 303/237-6944 The City of
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 cWheat
GRidge
,
6i~o
October 26, 1994
Mr. Keith Marden
Calahan Construction Company
95 Rio Grande Blvd.
Denver, Colorado 80223
Re: Denny Drake)Development - Approval of Final Drainage Study
Dear Keith,
This letter is to inform you that the final drainage study for
the above referenced project has been reviewed and approved for
construction. Please be aware of the followinq items regarding
the construction of the project:
1. The proposed drainage facilities shall be constructed and
approved by the City of Wheat Ridge prior to issuance of the
Temporary Certificate of Occupancy.
2. Erosion control for the project shall be placed in conformance
with the approved drainage/erosion control plan and shall be
maintained as needed during the course of construction.
3. All drainage improvements shall be constructed in conformance
with the approved drainage report and plan.
4. It will be the responsibility of the contractor for the
project to repair any damage to the existing public
improvements on Parfet Street or the I-70 South Frontage Road
as a result of related construction traffic in the area. Also
the contractor will be responsible for maintaining Parfet
Street and the I-70 North Frontage Road on a regular basis
such that it is free of construction debris and tracking from
construction traffic accessing the site.
5. Upon completion of the drainage improvements, the engineer
shall provide to the City of Wheat Ridge a letter of
certification stating that the various improvements, as
defined in the drainage report and plan, have been accurately
surveyed to confirm that their construction is in accordance
with these documents. The certification letter shall be
"The Carnation City"
October 26, 1994
Mr. Keith Marden
Calahan Construction Company
Page 2
written and stamped by the engineer who prepared the drainage
report, and shall be submitted for review and approval by the
City prior to issuance of the Certificate of Occupancy.
If you have any questions,
S'nc el ,
~z
Greg Knudson
please contact me at 235-2868.
Development Review Engineer
GWK
cc: Glen Gidley, Planning & Development Director
John Oss, Sr. Project Engineer
Steve Nguyen, Traffic Engineer
File
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number : 95-2416
Date :12/21/95
Property Owner:
Property Address : 5190 PARFET ST.
Contractor License No. : 18141
Company : Denver Burglar Alarm Co.
Phone : 421-1629
Phone : 292 2222
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this permit application are acwrate,
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 ayree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Cotle (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)
Description : INSTALL SECURITY ALARM
Construction Value :
$1,500.00
Permit Fee :
$35.00
Plan Review Fee :
$0.00
Use Tax :
$22.50
Total:
$57.50
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
01 91~S""'~V "_"~'d~ _{F..
Approval :
BLO W
Approval:
Occupancy : Walis : Roof : Stories : Residential Units :
Electrical License No : Piumbing License No : Mechanical License No :
Corcipany: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
EMiEfIPB ,EM~
(t) This pertnit was issued in accortlance with the provisions set forth in yopur applicalion antl is subjecl to the laws of the State of Coloratla antl to lhe Zoning
Regulalions antl Building Code of Wheat Ridge, Coloretlo or any other applicable oMinances of ihe City.
(2) This pertnit shall expire if (A) the work authodzetl is not commenced within sixty (80) days from issue date or (B) the building authorized is suspended or
abantloned for a period of 120 tlays.
(3) If ihis permit expires, a new permit may be acquired for a fee of one-half ihe amount normally required, provitled no changes have been or will be matle in the
original plans antl specifications antl any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or abantlonment
exceetls one (1) year, full fees shall be paid !or a new pertnit.
(4) No work of any manner shall be tlone ihat will change the naturel Bm of water causing a drainaqe proClem.
(5) Cont2dor shall notiy [he Building Inspec[or twenty-four (24) hours in atlvance for all inspec[ions and shall receive wntten approval on inspection card hefore
proceediing with successive phases oFthe job.
(6) Th9,issuance of a permit or ihe approval oFdrewings and specifcations shall not be wnsWed to be a pertnit for, nor an approval of, any vialation ot the provisions
of+ttie bwildinp cotles or any other ortlinance, law, rule or regulation.
Building Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
: ~ 5~..~..........
L7EPAR'('NIENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number :
Date :
Property Owner: Drake Contractors Inc.
Praperty Address: 5190 Parfet St.
Contractor License No. : 18141
Company: Denver Burglar Alarm Company
Phone: 421-1629
Phone: 575-0350
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permrt application are accurate,
antl do not violate applicable ortlinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or resUictions of record: lhat all measuremenls shown, and allegations
made are accurate; that 1 have read antl agree to abide by all contlitions pnntetl on this
application, antl that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ortlinances, for work under this permrt.
(OWNER)(CONTRArTOR) S!GNED CiATE
Description : Install security alarm only.
Construction Value :
Permit Fee : 45.00
Use Tax :C-01084
Total :
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning :
Approval:
I Approval:
Occupancy. Walls : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approvat : Approval : Approvai :
~ Pfilns Requlred ;;`,'J ~ Plins Required PCans RBqulrdd~~
(1) This permM1 was issuetl in accortlance wtlh ihe Dmwsions sei torth in yopur apPlicalion antl is subject to the laws of Ihe State of Coloratlo antl to the Zoning
Regulalions antl Builtling Cotle of Wheat Ridge. Coloratl0 or any oiher appliUble ortlinantes ot lhe City.
(21j This permit shall expue if lA) Ihe work authonzeA Is nm commencetl wilhin siry (60) days from issue tlafe or (B) Ihe building authorizeC is suspentled or
abandoned lor a perwd o1120 days.
(7) Il lhis permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, prowded no chan9es have been or wlll be matle in ihe
original plans and specifcations antl any suspension or abantlonment has not eaceetletl one (1) year. If changes are made or d suspenswn or a6anCOnment
eviceetls one (1) year, full Iees shall be paitl br a new permrt.
(4) No work of any manner shall be tlone that wlll change the naNral 11ow o/ water causing a tlraina9e problem.
(5) Convactor shall notAy the Builtling Inspector M1venry-four (24) hours in atlvance lor all inspeclions antl shall recerve written appwval on inspection wrtl before
proceetliin9 wiih successrve phases ol the job.
(5) The issuance of a permit or ihe appwval of tlrawings and specifications s0all not be construetl to be a permit for, nor an approval of. any violation of the provisions
ofthe bwlding cotles orany other ordinance. law, mle orregulation.
Chief Building Inspector For Mayor
TIiIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
Certificate of Inspection
\ City of Wheat Ridge, Colorado /
\ BUILDING DEPARTMENT /
This is to certify thatt elevator as indicated on this c ificate has been
inspected on the date s wn below and was found e to carry 2000 Ibs.
Inspector : JACK BULTMAN /
I LOCATION ~fD GMBER TYPE SAFETY I
INSPECTION DATE
10101 NO. I-70 FRONTAGE RD HP 11/30/95
AMERICAN MOTEL
10101 NO. I-70 FRONTAGE
Wheat Ridge, CO 80033 y
Ins ction Issue Expiration
Da Date Date
I 9/14/95\ 10/16/95 9/30/96 I
AMERICAN MOTEL
10101 NO. I-70 FRONTAGE RD
Wheat Ridge, CO 80033
BUILDING DEPARTMENT
237•6944 Ext. 255
CITY OF WHEAT RIDGE
. .
Correction Notice
,
Job Located at
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws
governing same:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
D a te
Inspector for Building Dept.
DO NOT REMOVE THIS TAG
FOXM WR6-E2
PARKHURST HEAVENFR, INC.
CON5UL7ING ENGINEERS
1002 S. GAYLORD STREET
UENVER, C0, 80209
(303) 722_-8771
5tructural Calculations
PREPARED FOR;
5IGNED~~t~-~~~/i
e n
rn
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PARKHURST
HEAVENER iNc
CONSULTING
ENGINEERS
Fc~o ✓j
L .oft Ps :
TITLE ~~vtE- Cph~Ti
SUBJECT
er R p CHECKED
3/my . o
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P, L. , I 7. O
JOB NO.
DATE I I - 15 -`I 3 SHT. OF
L,Cr, 7p, O
8 7. O C's r
1=c- oo t~, M w= I, 74 "/F i
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PARKHURST
HEAVENER iNc
CONSULTING
ENGINEERS
TITLE .PRa K F-
SUBJECT
BV (Z f' CHECKED
wI ND (-C>^ p
P = ce- 1-- 2 `G s
M Ai tJ F--YZ0,\ H EF-7
G~=I,f4-
G17, = ( , 3
~s - i9
T- 1. 0
p 1,14C1,3) I'~ ' Z7,)
V(' W A Y`' G"
ct =,7
JOB NO.
DATE (1-16-q3 SHT. OF
I 3CZ 7,1~ ° l4.(~ - 3= 11, G NEI uP
~
PARKHURST
HEAVENER iNc
CONSULTING
ENGINEERS
'"11
5L4N C'
TITLE 'pK f=-- GQ ~s•~"
SUBJECT
BY RP CHECKED
JOB NO.
DATE SHT, OF
8 0 K
80
A7'J t'~'O 7-
S
5- 2 ClZ ~ ''~S KI~TZ X I, 7
PAIJ =oI
~I
o 4~#4- ~ 14-
VzFtt, w^ --f MrD-
P> E7 VO T"rt
PARKHURST TITIE p
HEAVENER iNC sueJecT
CONSULTING
ENGINEERS BY CHECKED
F-ov~9Df~TIOIJ
T~tYZV 7
JOB NO.
DATE 9 3SHT. OF
ro, 3 -f- ~noM sr /t((
vQ C c^a ~ p~ Z Z
~
M,~x u r'c-t FT = Iz,4-K
_ 7-0(3o~,003'~ I,8
C:s) K
7. B
X ~ -~-8
1C 1~0~~ F~IJ(>
I Z. 4
7, ~
S t,4t3 RM-Q~ 7, x 7~
4Co ,~a
~
PARKHURST TITLE ~ Rq X(E- c"O NS I.
HEAVENER iNC sueJecr
CONSULTING
ENGINEERS BV CHECKED
~.o v lJ D P4,z'T1O fJ
~Etip wAc.l..
'4~R GG9~v ~ = 4, 3 K
Z
I K1 T~F v4 t 0 V2, PA'D
~
'70+20 :;f ~
. 9,9 S KS r
GOL., L.D,= Z0~25~.oPS
'°`t~ ~ca' p = 5 = Zf , 3 ~T z"
JOB NO.
DATE I I , Z, 3- 9"~~ SHT. OF
U
L, Co X 2.~-G x
4 1 -8 %I
usc- x
q-'--P " K t I- p, t
Fi I Nv
~
PARKHURST TITLE 7)qAIrCla Co~?S T"
HEAVENER inc sueJecr
CONSULTING
ENCa1NEERS BY iJ CHECKED
i~
JOB NO.
DATE 1 1- 'LZ-93 SHT, OP
F' _ ¢Z. 5/2 -h- 8. 6 - 30, o
vs
41-o~x4--D ~XI a~
FTl Neo.
PAHKHURST HEAVENER INC.
CONCRETE BEAM pNALYSIS
BEAM NAME: SLAB
CONCRETE F'c =
3000
FLEX.
REINFORCING
= Gp. 60
pLLOWABIE SHEAR
STAE55 =
SS (PSI)
SHEAR
REINfORCING
= GA. 40
LEFT CANTILEVEN
SPAN LENGTH = 2(FT)
BEAM WID?H = 12 (IN)
LEfT NEG. d= 4
(tN)
POSITIVE d=
4 (IN)
HIGHT NEG
. d=
4(IN)
LOAD DATA: N0.1
N0.2 N0.
3
N0.4
NO.S
LOAD(K) .9399999
976158142 0
0
0
0
STAflT(FT) 0
0 0
0
0
END(FT) 2
0 0
0
0
LOCATION 0
10 20
30
40
50
60
10
80
90
100
OIST. FACT. 0
p
SHEAN(K) .00
-.18 -.37
-.56
-.iS
-.94
-1.12
-1.31
-1.50
-1.69
-1.88
SHEAR STRESS @ d(PSI)
1.3125488036870
96
38.24512281914358
TIE REpMTS. (LEFT) USE
0-TIES (AY=.00IN'2)
6T .00 IN.
O.C.
(flIGHT) USE
0-TIES (AV=
.00IN'2)
A? .00
I.N. O.C.
MOMENT(K-FT) .00
-.01 -.07
-.11
-.30
-.41
-.67
-.92
-1.20
-1.52
-1.86
DESIGN d(IN) 4
4 4
4
4
4
4
4
4
4
4
AS(FLEX)(IN"2) -.00
-.Ol -.01
-.01
-.02
-.03
-.Od
-.OS
-.01
-.08
-.10
AS(MIN)(IN"2)
AS(% 1.33)(iN'2)
MAXIMUM POSITI4E MOMENT = 0 (fT-K) LOCATED 0(FT) FROM LEFT SUPPORT AS(req'd)=.00(IN"2)
SPAN IENGTH = 6(fT) BEAM MIDTH
LOAD DATA:
N0.1 N0.2
LOAD(K)
.9399999916158142
START(FT)
0 0
END(fT)
6 0
LacaTioN
o ia
DIST. FACT.
SPAN N0. 1
12 (IN) LEFT NEG. d= 4(IN) POSITIVE d= 4(IN)
N0.3 N0,4 NO.S
0 0 0 0
0 0 0
0 0 0
20 30 40 50 60 10
AIGHT NEG. d = 4 (IN)
80 90 100
SHEAR(R)
2.81
2.25 1.68
1.12
.SS
.00
-.51
-1.13
-1.69
-2.26
1.82
SHEAR STRE55 @ d
(PSI)
62.05232068896294
60.97111210650444
TIE REpMTS. (LEFT) USE 6
-11E5 (AV=.031N'2) AT
2.00 IN. O
.C.
(RIGHT) USE
6-TIES (AV=
.031N'2)
AT 2.00
IN. O.C.
MOMENT(K-FT)
-1.86
-.34 .83
1.68
2.18
2.35
2.11
1.66
.81
-,37
-1.89
DESIGN d(IN)
d
4 4
4
4
4
1
4
4
4
4
AS(FLEX)(IN"2)
-.10
-.02 .OS
.09
.12
.13
.12
.09
.OS
-.02
-.10
AS(MIN)(IH"2)
.16
.16
.16
.16
.16
.16
.16
AS(% 1.33)(IN"2)
.06
.12
.16
.17
.16
.12
.06
MAAIMUM POSITIVE
MOMENT =
2.350000958306885 (FT-K) LOCATED
3(FT)
FAOM LEFi SUPPORi -
- AS(req'd)=.
13(IN'2)
SPAN LENGTH
lOAD DATA:
lOAD(K)
STAAT(FT)
END(FT)
LOCATION
2 (FT) BEAM WIDTH
N0.1 N0.2
.9399999916158142
0 0
2 0
0 10
NIGHT CANTIIEVER
12 (IN) LEfT NEG. d= 4(IN) POSITIVE d=
N0.3 110.4 NO.S
0 0 0 0
0 0 0 ,
0 0 0
20 30 40 SO 60
°
4 (IN)
RIGHT NEG. d = 4 (14)
10
OIST, PAC1. 0
SHEAR(K) 1.88 1.69 1.50 1.31 1.12 .94 .75 .56
SHEAR STflESS @ d (PSI) 38.10590116205063
80 90 100
0
37 .18 .00
1.833331823348999
TIE REQMTS. (iEF?)
USE 0
-TIES (AY=.00IN"2)
AT .00 IN.
O.C.
(flIGHT) USE
0-TIES
(AV=.00I11"2) AT .00 IN. O.C.
MoMENT(K-FT)
-1.89
-1.54
-1.22
-.94
-.69
-.48
-,32
-.18
-.09 -.03 -.01
DESIGN d(IN)
4
4
4
1
4
4
4
4
4 4 4
AS(FLEK)(IN"2)
-.10
-.OB
-.07
-.OS
-.04
-33
-.02
-.01
-101 -.01 -.01
AS(MIN)(IN"2)
.16
.16
.16
.16
.16
,16
.16
AS(M 1.33)(IN'2)
.06
.12
.16
.17
.16
.12
.06
MAAIMUM POSITIVE MOMENT =
0(FT-K)
LOCATED 0
(FT) FROM
LEFT SUPPOAT
AS(req'd)=.00(
IN"2)
PhAkHURSi HEAVENEa iNC
CONCRETE BEAM ANALYSIS
BEAM NAME: slao CONCREiE f'c = 3000 FLEX. AEiNFCRCING = GR. 60
ALLOWABLE SHEAR STRE55 = SS (PSi) SHEAA AEINFOACiNC, = GR. 40
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SPAN N0. 1
SPAN LENGTH =&(fT) 3EAM WIDTN = 12 (iN) LtFT NEG. d= 4(iN) POSI?IVE a= 4(IN) RIGHT N€G. c = 4(IN)
iOAD DATA: N0.1 N0.2 N0.3 N0.4 NO.S
LOAD(k) 4399994916158142 0 0 B 0
START(rT) 0 0 0 C 0
END(F?) fi 0 0 0 0
LOCAT101' 0 10 20 30 40 S0 EC 1C 80 90 100
D IS?. FAC?
Sr.EAR(K)
2.82
2.25 1.64
1.12
56
00
-.:E
-',.i=
-1.69
-2.25 2.82
SNEAR STAE55 @ d
(PS!)
62.2459218S8S4912
6C.823".70936911826
?IE REqMiS. (LEPT) l1SE 6
-Ti=S (AV=.0314"2) AT
2.00 IN. O
.C.
(R!G'i?1 USE
6-?IES
(AV=.031N"2)
AT 2.00 iN. O.C.
MOMENT(K-F')
.00
1.52 2.10
3.65
4.06
4.23
4.06
3,S
2.10
1.52 00
DESiGN d(IN)
4
d 4
4
4
4
4
4
4
4 4
AS(FLEX)(IN"2)
-.00
.06 i5
.19
22
23
22
.19
15
08 -.OC
AS(MIN)(iN"2)
.16 ?6
16
16
.16
.16
!6
16
16
AS(X 1.33)(fN"2)
.10 .20
.2S
29
30
24
2S
20
10
MAIlIMUM POSiT14E
MOMENT =
4.230000912747003 (FT-
N) !OCATED
3(FT)
FAOM LE
FT SUPPORT -
- AS(req
'd)=.23(IN"2)
FARKAU:R_i HEAVENEF INC.
CONiINUUOS BEAM A~P~LYSIS
d@flM NAME: ?VpICAL BM
F L-
R,
SPAh N0.
1
SPPN LEN6iH = 20
MOMEN?
Of iNER?I9
=
1
iOAD DATA: NC.1 N0.2
N0.
3
N0
.4
NU.~
MAfiNITUDE 1.740000009636743
6
D
C
0
SiAkT 0 0
D
0
0
END 20 G
0
0
G
~(I~qiION 0 10
:U
30
-
40
50
79
&0
-
lc0
DiiT, FACT. 1
SHcA4 13,95 i0.47
5.9v
3.51
03
-3.44
-5.92
-10.40
-13
.88
-ll
.35
?9.~4
?10MENT .00 24.43
41.90
5Z.41
55.96
52."5
42.19
24.6h
,57
-30
.67
-66.87
MAXiMUM POSITIVE MOMENT = 56.9687385559
0R2 L
OCA?EO 8
f?
. FROM !EFi SUPPORT
°
-
SfAN N0.
SPAN LENGTB = 20
r10EN"
07 INERTiA
=
1
LOpD DP.TA: N0,1 NG.2
N0.
3
N0
.4
N0.5
MAGNITUDE 11.740000009536743
0
C
0
0
sTART U 0
D
U
0
E N D 20 U
0
C
^
LOCATiON 0 10
tC
30
40
50
60
7~
-
80
- -
90
,0O
-
DIST. FACi, 5
.5
SHEAk :7.40 13.52
10.44
5.96
3.48
UO
..4c
-6.96
-1C
.44
-13
.92
!?.40
MOMENT -68,87 -37.55
-13.19
4.20
14.b4
18.12
14.54
4.20
-13
.19
-37
.55
-58.97
MFkiMUM POS>TIVE MOMENi = 18.1216735839
8435
LOCATED 10
- -
FT. FkOM
- - - - - - - - -
L-~F? SUuPOki
- - - - - - - - - - - -
- - - - - - - - -
- - - - - - - -
- - - - -
- - - - -
- - - - -
- - - -
-
- - - - - - - - - - - - -
SPAN N0
. 3
-
SPAti LEN6TP, = 20
MOMENi
Or iNeRTIA
=
?
LOAU DAiA= N0.1 N0.2
N 0.
3
N0
.4
~C.S
MAGN?-UDE 1.74000000953674J
U
0
0
0
START 0 0
^
CNL 20 0
C
0
U
_9CAiI0N 0 10
20
36
40
D
60
E9
90
lOQ
DI5T. FflC'.
SHEAR 20.84 17.35
13.88
110.40
6.92
3.44
-.03
-3.51
-6.
99
-10
.47
13.95
MDMENT -68.87 -30,G7
.67
24.86
42.19
5^.~6
~5.96
~2.41
41.
9~
24.
4"s
DO
MAXIMUM POSI?IVE MOMEN? = 55.9687919616
6992
LOLATED i2
FROM
CEFT SUP90Rr
_ ~ 4) U 5 E (.l) (5)< d- o
~
PARKHURST
HEAVENER iNc
CONSULTING
ENGINEERS
TITLE 'p R q KF-
SUBJECT
BY M F CHECKED
JOB NO.
DATE it - 17 93 SHT. OF
W ~
~ Z ~ Zz.s
3
O ~
o.o Go, o
L.cf> At D 1
5(.o3>t,~3,-.~zs
wI = 0
~
w 2 = O
LoAfl Z.
wl = Z5(, o~g~ ~ .46
W 2. - L5 CoZ71) ~ 68
~oA, P 3
w I = . 82S
w Z = ~z = , 34
w I = 1z(ZS~ 34
SAI: PLANE - Planar Frame and Truss Analysis
Version 1.53 - 06/17/87 - C4.0
Copyright (C) 19?6, Structural Analysis, Inc.
Boca Raton FL 33432 (305) 392-6597
User #*PLANE
Input data filename: TEST
DATE= 1- 1-1980 TIME= 4:51:29
PROJECT: TYPICAL FRAME
W** GENERAL DATA **W
Members: 3
Joints : 4
Load Conditions: 4 •
Elasticity: 30000.0 ksi
Struct.ure: PLANE FRAME
JOINT DATA (feet) x**
JT
X
Y
R
V
H
1
.00
.00
0
1
1
2
.00
22.50
0
0
0
3
60.00
22.50
0
0
0
4
60.00
.00
0
1
1
MEMBER. DATA
MEM
FM
TO
TYPE
AREA
INERTIA
E
s9 in.
in**4
ksi
1
1
2
0
100.00
1000.0
30000
2
2
3
0
100.00
1000.0
30000
3
4
3
0
100.00
1000.0
30000
*********W******w.r****~*w~*************
OUTPUT FOR LOADING CONDITION 1***
v~****~****rw****~*~*************~*****
LENGTH
feet
22.50
60.00
22.50
MEMBER LOADS (UNIF-I<lf, CONC-kips) TYPE MEM LOAD ALPHA BEGIN END
UNIF 2 .82 .00 .00 60.00
JOINT DEFORMATIONS
JT ROTATION VERT HORIZ
radians inches inches
1 .00356 .000 .000
2 -.00713 -.002 .001
3 .00713 -.002 -.001
4 -.00356 .000 .000
MEMBER FORCES *w*
3 2t
BASE DETAfL
(NOTE.• RAMP NOr R£OUIRED AT FOUR SIDED F.O.)
8 BASE DETAIL
s z s '
MRAMP
sECnoN Fo" SECTION "A"
.fO ANCHOR BOLTS 90 ANq/Q4 BQL75
b
N
SECTION "B"
10 ,wa+a+ aaTs
sECnorv °c"
ir avdiat eaIs
SECTION 'b"
$ .waHai eais
TYPICAL FRAMED OPENING ANCHOR BOL T
SETTING DETAIL
o-
o-
o-
o-
o-
o-
o-
o-
a
se 6.1D CALAHAN CONSTRIICTION CO. File ID s DRARE
11 1993 DENVSR, COLORADO 802231515 Initials : DSC
Date s 11-2-93
ENDWALL DESIGN REPORT
.stomer : DENNY DRARE
bsite : WHEAT RIDGE, CO
dg. Description s 60.00 x 160.00 x 22.00 STB
;EACTIONS (left to right) Endwall 'B' Endwall 'D'
Left Cosner Column
Maximum Compression
=
4.3 Kips
4.3
Kips
Maxi.mum Shear
=
3.0 Kips
3.0
Kips
Maximum Teneion
=
2.7 Kips
2.7
Kips
lst Interior Column
Maximum Compression
=
8.6 Kips
8.6
Kips
Maximum Shear
~
6.3 Kips
6.3
Kips
Maximum Tension
a
5.4 Kips
5.4
Kips
2nd interior Column
Maximum Compression
=
8.6 Kips
8.6
Kips
Maximum Shear
=
6.3 Kips
6.3
Rips
Maximum Tension
=
5.4 Kips
5.4
Kips
Right Corner Column
Maxi.mum Compression
=
4.3 Kips
4.3
Kips
Maxianum Shear
=
3.0 Kips
3.0
Rips
Maximum Tension
=
2.7 Kips
2.7
Rips
1NCHOR BOLT SIZES
Qty Size
Col. Depth
Qty
Size Col. Depth
Left Corner Column -
(2) 3/4
8.5 inch
(2)
3/4
8.5 inch
lst Interior Column -
(2) 3/4
8.5 inch
(2)
3/4
8.5 inch
2nd Interior Column -
(2) 3/4
8.5 inch
(2)
3/4
8.5 inch
Riqht Corner Column -
(2) 3/4
8.5 inch
(2)
3/4
8.5 inch
ENDWALL DESIGN INFORMATION ABOVE
IS FOR ESTIMAT
-
ZNG PURPOSES ONLY.
DESIGN DATA BASED ON MONTICELLOF IA MANUFACTQRING PLANT.
sT'A R ~AL-c t> c. AT i
alease 6.1D CALAHAN CONSTRUCTION CO. File ID : DRARE
=_ptr;8, 1993 DENVER, COLORADO 802231515 Initials : DSC
Date : 11-2-93
~ FRAME DESIGN REPORT
ustomer : DENNY DRAKE Live Load s 30.00 psf
obsite z WHEAT RIDGE, CO Wind Speed: 85.00 mph
ldg. Desc. : 60.00 x 160.00 x 22.00 STB 21.63 psf
(02. . '
RAME REACTIONS @ FRAME LINE(S) 21 3
MINIMUM VERTICAL CLEAi2ANCE = 191-2
Sidewall Column
Maximum Compression = 26.3 Kips
Maximum Shear = 8.5 Kips
Maximum Tension = 12.4 Kips
Exterior Anchor Bolt information
Number and Size =(4) 3/4 inch
Base Plate Depth = 19.3750 inch
RAML REACTIONS @ FRAME LINE(S) 41 7
MINIMUM VERTICAL CLEARANCE = 19'-3
Sidewall Column
Maximwn Compression = 23.7 Kips
Maximum Shear = 7.5 Kips
Maximum Tension = 11.2 Kips
Exterior Anchor Bolt information
Number and Size =(4) 3/4 inch
Base Plate Depth = 19.3750 inch
RAME REACTIONS @ FRAME LINE(S) 5, 6
MINZMUM VERTICPaL CLEARANCE = 191-4
Sidewall Column
Maximum Compression = 21.1 Kips
Maximum Shear = 6.6 Kips
Maximum Tension = 9.9 Kips
Exterior Anchor Bolt information
Number and Size =(4) 3/4 inch
Base Plate Depth = 16.7500 inch
Sidewall X-Bracing
Maximum Shear = 4.9 Kips
Maximum Tension = 5.0 Kips
,rw*,tww+r,r,r***,ri**,►+*,r+rer*,r,r,trtat,t,t,r*+r*ww**w***wt**«,r**rf*rxr+tr*,r,rw***w*
* *
* FRAME DESIGN INFORMATION ABOVE IS FOR ESTIMATING PURPOSES ONLYI *
* w
* IF ANY OF THIS INFORMATION IS REQUIRED TO MATCH THE FINAL DESIGN *
* OF THE BUILDING - IT MUST BE NOTED ON THE BUILDER PURCHASE SALES *
* ORDER FORM AS REQUIRED CRITICAL DESIGN REQUIREMENTS. *
* *
* DESIGN DATA BASED ON MONTICELLO, IA MANUFACTURING PLANT.
* *
,r**,r,►w,rr****,r**,r,r,r,r*t*,r***,trt*rt***,t********t,rrt**t*+,r*t,t****,r**,r**,►*+r,r*
REACTIONS ABOVE ARE BASED ON THE BASIC SUILDING ITSELF, THEY DO
NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL.
MBMA PERMITS REDUCTION OF FRAME TENSION REACTIONS TO 70 PERCENT OF
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2-94 CJEO 9:07 ARVNDA FIRE FROT DIS"f F~:X IuO. 3034224:;;;9
Arvada Fire Protection District
' FIRE MARSHALS' OFFICE
P. O. eox 8-D
' ' . ARVAbA, COLORADO 80001
• Telephone (303) 425-0890
FAX HESSAGS
DATE : _ M a r~.t-r _ 02 9 9•r
P. oi
CJ
74DLE WI1*~
crrv oF wHEpr Ryj~~
D n ~
MAR p 2 1994
V LS LJ--
PLAN.RI,ING & :DE4EL_ PMENT
TO : `s-o W 6, L , n .
COHPANY: a.n~ H E R E /ol tih 4 I.~ c-P
LOCATTON: a4 A.~ t
FA7L a 3_y _ r 9 2 L
NUMBER pF PAGES INCbUAING 7'T3:C5 COVER SHEET
F'ROM: _S-r~~~x !!3T~rv«~a ig.R.. . ~
LOCATION: Go 5 a g c'j "E3~ 5•-7
PHONE t 41 a.
Fax Ll a a- z-/ s cm 2.
COMMENTS:
2-94 WcD 8;07 ARVADA FIRE PR01' DIST FAY, E0. 3034224539
Arvada Fire Protect-ion District
FIAE Md9RSI1AI.S' Of'F1Cf
P. O. Box 3-D
AiiVADA, COLORAl3C 5000)
Tolephone (309) 425-0850-FA7C (30$) 422-4589
Maroh 1, 1994
Mr. John Eckert, P1ans Analyst
Wheat Ridge Building Department
7500 W. 29th Ave.
Wheat Ridge, CO. 80034
RE: Drslce Contractors Incorporated
5190 Parfet St.
Dear Jack,
We have reviewed the plans for this new building and have the
follawing commente.
1. The owner needs to provide written information as to the
intended uses of the maintenence and repair shops.
2. Tha address shall be pogted on a temporary basis and sha11
be permanently affixed to the building in a minimum of
4 inch numbers.
iTFC 91 10.301(a).
3. Fi.re lanes shall be poated No Parking Fire Lene with signa
that meet City of Wheat Ridge standards.
UFC 91 10.206.
P. oz
4. Exit doors in Group B. Division 2 Oooupanoiea that are
pxovided with a key loaking device shall be provided with a
sign stating, "THIS DOOR I$ TO REMIITN UNLOCKED DURING
BU'SYNESS HOURS."
UFC 91 12.106(c).
5, The occupant load determination shown for the maintenance
shop appears to be for a parking garage. Tf the oceupant
load determination by tha Huilding Department indicates
two exzts are required the exits orill need to be separated
in aaoordance with the Huilding Code.
VFC 91 12.101
6. Provida emergency lighting in the garage, sacond floor and
maintenance shop by niSht li¢ht or battery pack units.
UFC 91 12.107(a).
7. Need to provide addit,ional exit signs at eaoh exit stairway
second floox.
UFC 91 12.108(b).
iiHi2- 2-94 WED 9;08 ARVADA FIRE PROT DIST FAX i2, 30342245E9 P.03
Page Two
8. The exit sign at the off3ce area will necd to be relocated
so that office personnel do not exit through the maintenanoe
shnp.
UFC 91 12.101.
9. Fire extiaguishera will need to be a 4-A rated, 10-1b ABC
dry ahemical unit and locations will be determined prior to
final inspeation.
UFC 91 10.501.
10. One hour fire rated doors wi11 need to be labeled "Fire Doox
Do Not ObsCruot" in one ineh lettere on a contrasting
background.
Ub'C 91 10.602(c).
lX. Caxpeting if instal].ed shall be a minimum of a Glass II
Critiaal Radiant Flux and documentation shall he providad
prior to installation.
UFC 91 Appondix TIT-A.
12. Any code requirements arising from construction.
13. Ttuenty four houss notica requirad for all inspections.
We would request that a permit not be issued unCil the intended
uses of the facility have baen reviewed by the Building and Fixe
Aepts.
S i.ncere 1 y ,
Arvada Fire Protection District
S~~Stei eder
Deputy Fire Marshal
ertificate of Inspection
'Nkty of Wheat Ridge, Colorado /
UILDING DEPARTMENT /
This is to certify thatth\eletor as indicated on this certjy6~ has been
U'L
inspected on the date low and was found saf~fo carry 2000 Ibs.
Inspector : JACK BULTMAN / #3
I LOCATION ILVUY6ER TYPE INSPECSAFETY TION DATE I
10101 NO. I-70 FRONTAGE RD
AMERICAN MOTEL
10101 NO. I-70 FRONTAGE RD
Wheat Ridge, CO 80033
HP 11/30/95
Insp ction Issue Expiration
Da Date Date
I 9/14/936 10/16/95 9/30/96 1
AMERICAN MOTEL
10101 NO. I-70 FRONTAGE RD
Wheat Ridge, CO 80033
BUILDING DEPARTMENT
237 • 6944 Ext. 255
CITY OF WHEAT RIDGE
+ .
Correction Notice
Job Located at
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws
governing same:
~ .
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
. .
. .
Date .........................................................i~sPecco~ for Building DePt.
DO NOT REMOVE THIS TAG
FORM WP6-ES
t,
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE
~
I N S P E CT I O N R ECO R D (303) 234-5833
JOBADDRESS 5190 Parfet Street
BUILDING PERMIT N0. B94#4869 DATE ISSUED 3/8/94 r'PE oCCUPANCY
OWNER Denny Drake
CONTRACTOR Calahan Construction, 95 Rio Grande Blvd., Denver, CO 80223
SEiBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
I NSPECTION
DATE
I NSPECTOR
Foundations
Footin s
Caissons
Reinforcin or Monolithic
Weather roofin
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical Ground Work
`
Plumbin Ground Work
Heatin Ground Work
SG1^(I </"UOMT POI' LOO NTIL ~BOVE HAS BFEN ~IGNED
Rou h Electrical !,(7;V1b~all- u-~
,'~Y,
Rou h Plumbin
a
AirTestGasPi in
cTS /Z"
Rou h Heatin & Ventilation yol~ft
' LL~l
(above must be signed prior to framing inspection) Framin ,,,.d. L nar~ l. -
Insulation
Dr wall nailin r. d.ll
F•r Tq '~~i . y~ ~
Roofin
Refri eration
Electrical under round
Final
Electrical Fixture u I'm
Plumbin Fixtures
-
Heatin & Ventilation " /
S
C
Landsca e & Parkin
R.O.W. 8 Draina e
Fire De artment
Job Com leted
~ •
, V/
UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
DATE: A CERTIFICATE OF OCCUPANCY HAS HEEN REQUESTED FOR:
,
PURPOSE OF STRUCTURE:
4
Building Dept. Approval:
Remarks:
Zoning_aPProval:
Remarks: ~~-h_--u~-z~✓ , ~ ~
~ .
DATE: q 7- 9 S
TO: PUBLIC WORKS DEPARTMENT
FROM: Building Department
RE : 0 C
The property at has been
signed o££ by the Building epartment and is ready for a CO
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
0 . e~ ~ No i ~L tS"_,~
Thank you. r
12~95 A..~> ~..~r39£.'7 A"~ i
G C). CAN N ~
-Y~G ~Sc~rc7 -~~L. oc~S~Tt--~Q~.v~~7 Gm-~c2gTE P,•7 '9:~~.NP.c:~,
i~TZW"EMC~S L~Zc. C-nc~S~CLJf_~i~ G'- p~~>v.i~.s'7 't~{ ~cc-t
/
~ 4 / iz/ 9s
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number : 95-603
Date : 3/23/95
Property Owner : DRAKE CONTRACTORS INC
Property Address : 5190 PARFET ST
Contrector License No. : 17942
Company : Denver Heating 8 Air Cond.
Phone:
Phone : 937 9402
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pertnR appliwtion are accurate,
and do not wolate 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 accurete; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibilit for comPliance with the Wheat Ridge Building
Code (U.B.C.) and all olher applicable Whe?t'~idge ordinances: ffJr Work under this permit.
(OWNER)(CONTRACTOR)
Description : TENANT FINISH
Construction Value :
$13,000.00
Permit Fee :
$144.00
Use Tax :
$195.00
Total:
$339.00
Electrical License No : Plumbing License No : Mechanical License No :
Company : Company : Company :
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
n ~~1
(1) This pemit was issueA in accordance with the provisions set forth in yopur application and is suEject to the laws of the State of Coloredo and to the Zoning
RegulaNOns anE Builtlinp Cotle of Wheat RiGge, Coloreao a any other applicable adinances of the Ciy.
(2) This permit shall expire if (A) Me work authonzed is not commencetl within sixry (80) tlays from issue Oate or (B) the building authonzed is suspentletl or
abendoned for a period Of 120 tlays.
(3) If this pemit expires, a new permrt may be acquireE for a fee of one-hal( the amount nortnalty required, provided no changes have been or will be made in the
original Dlans and specifications antl any suspension or abantlonment has not exceedetl one (1) year. It changes are matle or if suspension or abandonment
excee03 one (1) yeaf, lull fee5 shall be paitl for a new permit.
(a) No work of any manner shall be tlone that will change the natural Mow of waler wusing a drainage problem.
(5) Controctor shall rwtiy the Building Inspector hventy-four (24) hours in advance for all inspections anE shall receive written approval on inspection wrd hefora
proceetliing with successive phases of the job.
(e) The issuance of a permit or ihe approval of drawin85 and spacifications ahall.not be consWed to be a pemit for, nor an approval of, any violation of ihe provisions
/'pf thp builtling codes a aqy oMer oMiqance, law, rule or regulaUOn.
Chief Building Inspector
THIS PERMIT VAIID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Application Number :
BUILDING IPlSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Praperty Owner : Q?A)i Phone :
Praperty Address : 5 1c7Q F%Ak F-E'r
Contractor License No. :
CompanY: 7F_tJUF-fc 1-lE/°;'`-tr.fG^ Phone:
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 requlations of the City of Wheat Ridge or
coveqant5, easements or restrictions of recortl; that all measurements shown. and allegations
made are accurete; that I have read and agree [o abitle by all contlitions prinretl on Ihis
application, and lhat I assume full responsibility for compliance with Me Wheat Ridge Builtling
Code (U.B.C.) and all other applicable Whe Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTORI SIGNED DATE
Description : t!
Construction Value : 134)00
Permit Fee :
Use Tax
Total
BUILDING DEPARTMENT USE ONLY
Z~ingpfiments_
Approval :
Zoning :
W%enl
Approval :
P3itllic IMor,ic~s~Comir!~nts.
Approval :
Occupancy : Walis : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No : 1-701'4'X
Company : Company Company :C'' '1'4? l`- NjEt^ F-'3JG,
Expiration Date : Expiration Date Expiration Date :
Approval : Approval Approval :
~ SpIkrts,'~8quired Plans Required j ~ Ir "ti
(1) This permrt was issuetl in accor0ance with Ne provisions set fonh m yopur applicabon and is subject ro the laws o( the Slale of Colorado and M the 2omnq
Regula4ons and Builtlmg CoCe of Wheat Ridge, Coiorado or any other applicable ortllnances ot the Ciry.
(2) TTis pertnit snall expire d(A) lhe work authorizea is not commencetl within sixty (60) tlays from issue date or (B) lhe builtling auNOnzed is suspentled or
abanaoneA for a penoC of 120 eays.
(3) If Nis permit expires, a new permR may be acquiretl for a fee of one-half the amount normally reqwred, provided no changes have been or will De made in the
onginal Dlans and specJfitations and any suspension or abantlonment has not ezceetleG one 11) year. If changes are made or if suspension or abantlonment
exceetls one (1) year. full fees shall be Oaitl (or a new permtl.
(4) No work of any manner shall be tlone that will change the naWrai tlow of water causing a draina9e pmblem.
(5) ConVactor sha11 nonry the Builtling Inspector twenry-mur (24) nours m atlvance (or all inspections and shall receive written approval on inspection caN before
proceetliing with successve phases of the job.
(8) The Issuance of a permit or the approval of drawings and spea(icatians shall not be construed to be a permit for, nor an approval ot, any violaUOn af Ne provisions
of Me building cotles or any olher ordinance. law, mie or re9waaon.
Chief Building Inspector
For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
RECEPTION N0. F0032395 15.00 PG: 0001-003
3~Z~~q5 14:OQ
230 RECORDED IN JEFFERSON COUNTY, COLORADO
2
DEVELOPMENT COVENANT J
~
I
THIS DBVELOPMENT COVENANT, as authorized by the SIISDIVIBION RBCiIILATZONB
of the City of Wheat Ridqe, is entered into this 2y& day of arch, 1995,'`/ 'J
between the City of Wheat Ridqe, a Municipal Corporation, hereinafter
referred to as City, and
hereinafter referred to as
5190 Parfet Street ,
owner, and concerns property located at
Wheat Ridge, Colorado.
WITNE888TH:
WHEREAS, Owner is the titled Owner of a tract of land in the City of
Wheat Ridge, County of Jefferson, State of Colorado, more fully
described as Dennis Drake Development, City of Wheat Ridge, County of
Jefferson, State of Colorado, which property is hereinafter referred to
as the "Proparty"; and
WHEREAS, Owner is in the process of constructing a new residence and
associated improvements and is desirous of obtaining a building permit;
and
WHEREAS, curb, gutter, sidewalk and street improvements borderinq the
Property and neighboring tracts of land are incomplete and/or below
those standards as set forth in the SUBDIVISION REGULATIONS of the City;
and
to be proper.
NOWe THEREFORE, IT IS HEREHY AGREED THAT:
1. The responsibility for providing improvements along the street
frontage of the Property, as set out in the SUBDIVISION REGULATIONS
of the City, is hereby acknowledged by the Owner.
2. The Owner has caused certain improvements to be constructed on the
Property and associated on-site improvements.
3. The existing improvement of property frontage along parfPt Street
is below those standards as set forth in the SUBDIVISZON
REGULATZONS of the City, and the completion of those improvements
as required by Section Five: Improvements of the SUBDIVISION
REGULATIONS will make no significant change at the present in those
streets fronting the property.
WHEREAS, to be uniPorm and consistent with the existing neighboring
improvements, the completion or non-completion of those improvements as
required by SECTION FIVE: IMPROVEMENTS of the SUBDIVISION REGULATIONS
will make no significant change at the present in those streets fronting
the Property and the neighboring tracts of land; and
WHEREAS, in order to conform to those requirements as set out in the
SUBDIVISION REGULATIONS of the City, this Agreement is hereby determined
4. In accordance with Section 5-45 of the Code of Laws of the City of
Wheat Ridge, Colorado, subsection E, the Department of Public works
has determined that public improvements along Parfet Street
need not be immediately constructed and that execution of tnis
Development Covenant is appropriate. The Owner agrees to
participate in engineering and construction costs for the
property's frontage along Parfet Street when the street is
brought in accordance with City street standards, or as directed by
the Director of Public Works. The engineering and construction
costs will be limited to those reasonable and necessary to
construct Parfet Street to current local street standards,
including earthwork, one half street width paving, curb, gutter and
walk, and miscellaneous and incidental items.
va:tJ z~ti'J `(liJ
rd~?S fz:rW 002C
,-"iyvA
DEVELOPMENT COVENANT
Paqe 2
5. The Director of Public Works shall give written notice and an
estimate of costs to the Owner 30 days prior to advertisement of ~
any major improvements to Parfet Street which would affect the
Property and will submit to the Owner a detailed cost breakdown and
billing after Award of the construction contract by City Council.
The detailed cost estimate will include the Owner's portion of the
cost of curb, gutter and sidewalk and associated pavement
improvements and other items listed in Paragraph 4.
6. Upon receipt of the detailed cost estimate or billinq, the Owner
hereby agrees to pay to the City, within 45 days, the full amount
of the detailed cost estimate or billing. The Owner also agrees to
pay to the City any extra costs associated with the Public
Improvements to the Property due to variations in estimated
contract quantities or as a result of change orders within 30 days
of written request for payment by the City. The City will pay to
the Owner any overcharges paid to the City by the Owner within 45
days after final acceptance of the Public Improvements.
7. Owner agrees to pay for all public improvements or billings within
45 days of written notice; Owner further agreeing that any amount
resulting from his failure to pay for any improvement or billing
this improvement completed shall constitute a lien upon the
property above described in the actual amount of the public
improvements or billing completed, less any payments made by owner,
plus interest on the amount unpaid at 10 percent (10%) per annum
from the date of final acceptance or billing, plus any costs
incurred by the City in collecting same, including court costs and
attorney's fees.
8. In the event an Improvement District or a Special Improvement
District is created by the City to improve or provide those
requirements as set out in the SUBDIVISION REGULATIONS as they
exist at the date of execution of this Covenant, for curb, gutter,
sidewalk related street and drainage improvements, solely relating
to those streets fronting on the property and neighboring tracts of
land, the Owner or his assigns and successors agree not to oppose
its creation, or subsequent reasonable assessment of the costs to
the property.
9. In the event an Improvement District is created by the City to
provide the improvements as provided by the SUBDIVISION REGULA-
TIONS, the costs assessed against the property shall not be
disproportionate with costs assessed to other nearby and like
properties.
10. This COVENANT is executed by the Owner pursuant to the SUBDIVISION
REGULATIONS of the City of Wheat Ridge.
11. The City, in its sole discretion, may require a cash or surety bond
to be held in escrow by the City to secure completion or the public
improvements described herein. Such cash or surety bond shall be
in the sum sufficient to cover the estimated costs of the
colistruction of the public improvements described herein, said
estimate'to be made at or about the 1:ime of the noticE described in
Paragraph 5 above. Any interest earned on any escrow funds shall
be the sole property of the City.
12. The DEVELOPMENT COVENANT shall be recorded with the Clerk and
Recorder of Jefferson County, Colorado, and conatitute a continuing
covenant running with the land, providing however, that this
DEVELOPMENT AGREEMENT shall be released by the City upon the
completion of the public improvements and complete and satisfactory
payment by the Owner of all costs and fees associated therewith of
the public improvements described herein, which release shall be
evidenced by a signed document attested to by the City Clerk and
bearing the City's seal, which document shall likewise be recorded.
DEVELOPMENT COVENANT
Page 3
SPECIAL PROOI8ION8 AND ACiRBEMENT
Tha Parties hareto agree that this DEVELOPMENT COVENANT, by ite ~
terms, shall be binding upon the City and the Owner and upon the
assigns and successors thereof; and shall constitute covenants
running with the property for a period of ten (10) years from the
date oP execution by the Owner.
IN WITN888 W8ERE08, the parties have set their hands and seals on date
first shown.
RECO ENDBD BYs
n U
Publ c Works Department
City Admin strator
APPROVED AB TO FORMs
~iyt~.2A~ • X.~~-+fitBP~
L~ity A torney
~
EXECUTED SY CITY:
,CS4~
Mayor, City of Wheat Ridge
BBECUTBD BY OWEJBRs
n
a
ATTEB,T:
Clerk - Cr~-
S ~
v ~
~
~ '.i f
STATE OF COLORADO )
)es
County of JePferaon)
The
foregoing
instrument
was
acknowledged before me
this -~r~_
da
of
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My commission
expires:
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di
!?EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-515
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :3/13/95
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 Q6 C) f
Property Owner : DRAKE CONTRACTORS INC
Property Address : 5190 PARFET ST Phone : 421-1629
Contractor License No. : 18131
Company : Drake Contractors, Inc. Phone : 421-1629
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $22,000.00
I hereby certiy that the setback distances proposed by this permit application are accurate, Pefmit Fee : $225.00
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions af rewrd; that all measurements shawn, and allegations Use T8X : $330.00
made are accurate; that I have read and a9ree to abide by all conditions printed on this application, and that I assume full responsibilit for compliance wi e Wh t Ridge Building
Code (U.B.C.) and all other applicable Whea rdinances o wo der this pertnit. Total : $555.00
(OWNER)(CONTRACTOR) SIGNED ~ i~ ~ DATE
Description : tenant finish
Electrical License No : Plumbing License No : Mechanicai License No :
Company :City Heating Co., Inc. Company :City Heating Co., Inc. Company : City Heating Co., Inc.
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
. , . . . . u- , msom,.. : n
(1) This permit was issued in accortlance with the provisions set forth in yopur application antl is sub'ect to ihe laws of the State of Coloredo antl to the Zoning
Regula6ons antl Building Code of Wheat Ridge, ColoreEO or any other applicable ordinances ott~e Cily.
(2) This permit shall expire if (A) the work authonzed is not wmmencetl within sixry (80) tlays hom issue Aa[e or (B) the building au[horizetl is suspended or
aEantloneA for a period of 720 days.
(3) If this permit expires, a new permit may be acquired for a(ee of one-half the amount normally requiretl, provided no chan9es have been or will be made in ihe
onginal Dlans antl speCifiCations antl any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment
ezceeds ane (1) year, tull fees shall be paiE for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a tlrainage problem.
(5) Contractor shall noUfy the Building Inspeclor lwenry-four (24) hours in atlvance for all inspec6ons antl shall receive writlen approval on inspection cartl before
proceedii ith successive phasea of the'ob.
(6) The iss n of a pe it or ihe approval o~tlrewings and specifcations shall not be consW ed to be a pertnit For, nor an approval of, any violalion ot ihe provisions
of the uiltli g cod or any other orqinancy, law, mle or re8ula6on.
Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
QEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDIMG INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date :
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner : ,d,~i3~E ~ai✓Tsp~C TO.Q~ /rl<:f
Property Address : 5~94 T Phone :-$~~1✓
Contractor License No. :
Company : Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : ao2, L~
I hereby certify that the setbadc distances proposed by this pertnit application are accurate, PeffTltt FEE : 7 C°~
and do not violate appicable ordinances, rules or regulations of the City of Wheat Ridge or oc ~2 sC
covenants, easements or restnctions of record that all measurements shown, and allegations
made are accurete: that 1 have read and agree to abitle by all conditions printed on this Use Tax :
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all oYher applicable Ridge ordinanws, under this permit.~
Total:
(OWNER)(CONTRAC70R) SIGNED ~ E ~IJ
f)escrintinn _ i
- ~ . ✓G /YAlt~7 ~~~i/~f'~ •
BUILDING DEPARTMENT USE ONLY
Approva1 :
Zoning :
am ' , -
Approval :
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License 1Vo : Plumbing License No : Mechanical License No :/!0 3b6
Company :,e£gf3~ r~~0- Compan
y : ,e Company : p~ ~✓✓E2 /~EATi~✓~
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval:
A fflmft~ilM a
Approval:
.9 ,
(1) This pertnrt was asuetl m accordance wiN the provisions set forth in yopur applicaUOn and is subjecl to the laws of the Stale'af Coloretlo and lo Ne Zoning
Regulations and Brrltling Cotle of Wheat Ridge, Colorado or any oMer appliwble ortlinances of the Ciry. (2) This permrt slwl mpire N(A) the vrork authonzed Is not commencetl within sixry (60) tlays hom issue tlate or (B) the builtling authonzetl is suspendetl or
abantlonetl for apenod of 120 Eaya.
(3) If this permrt exqrras, a new pertnit may Ee acquired Mr a fee of one-half Me amounl nortnally require0, provided no changes have been or will be matle in the
onginal plans and specifica4ons and any suspension or abantlonment has not exceetletl one (1) yeac If changes ara matle or i( suspension or abanEOnment
exceeds one (1) year, full fees shall be paid Mr a new permit.
(4) Nb work of any manner shall be tlone Nat will change tlie naNrel flow of water causing a droinage Oroblem.
(5) CoNra r shatl notify the BuilEing Inspector hveny-four (24) hours in atlvance for all inspec6ons and shall receive wntten approval on inspecUOn wrtl before
proce ng wiM 9u0Cessive phases af the job.
(8) The i5 ance uf/a permrt or Ne appruy,~l of drevnngs and specifiwfions shall not be wnstruetl to be a permit for, nor an approval of, any violatlon of Ne provisions
of the miming~aoaes or any omer or91iance, law. ruie a regulation.
Inspector
For Mayor
THIS PERlAIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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EQUII'I~ENT NOTES: EQUALS. MAY k3i~1
F-I TtHEEM MC>DEL RGDG150 150,000 t3TUS OI° GA4 HEA`.['. ! ] 5 Vf~I.`$`
PHASE . PROV ODE ~ ZU;~~; C4N7'I20L S5'S`FF~M . I'RES~f ~I C~, C;C7h1I3LiS'i` 1 t};d
r N q 4: ~ F S 1 ,M 1; ~ ~ ANI~ Rt:.,IET', COi~llk:NSA'I'~ TQ I~RA'TN ~i~l~ r`1,UE Z~Ih I'L~+~IS. l~,~t)p ~;3~!~1
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F-2 K~iECM M~I)EL Gf2~G075 75 , OOt3 " B°T`C.IS t~I"° ~:~~5 x~~;AT . 1 t 5 V(;~.T 2
a~ d ~ ~f i g ~ ,,.P , ~,,.r PFiAS~ . F~RC)V I DE T-STAY . Fl~ES1$ A I IZ , Gi~ttiCI3I,iS'T' I ~7N t~1oiU Ri.(., i I; E' ,
a ~ a r ~ z ~ C~NL7ENSA'I`E 'fQ DRAI?V,~LCJE PAR PLANS. 1,UOi~ Ck'i~ ~4 .5'° l°:Sf'.
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POW~~, PR~VIT3E LINESTT
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~Y a ~ \`3 ~ ~r
4 ~ a k kC~-1 P~RFOfLA1't~L'1 LA'Y ~N. 24"X~4„
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GENERAL N07'~S:
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, r d ,F F` ~ ' ~ b F ~ A ~ •a
~a~ °a ~ ~ 1 1 ~ e ~ a~. ~ ~ ~ ~ ALL FF..E}~ TtJ H~ U.L. 181 LISTED
f ~ y ,r.- t SL~,~VE A,1.L SOUND P I ~'E . .
f s SEAL ALL i)UC`I' Jt~INTS
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C~II~ING ANll 2 WITHIN 1211 C~' FLOOR.
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P.
A ~j Z,sOv a if%ovrv aL UtNVhH GO. 80223 FAX 937-0904 937-9402
F1ReWm neTC .~.,.Fr...~
7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT ~
237-6944 EXT. 255 P.O. eox 638 BUILDING INSPECTION DIVISION PERMIT N0. ggq#4869
CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE LHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION
TWO SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION
BUSINESS
Y OF DEED
ti I
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ADDRESS~SL9D
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Lor ~ I ~oY z
~ 30~ 460 s.G,
5C.78q S•~?
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SPECIFY NORTH
~ ,t SEF- 4TTA0Ep
a W-UsoPMar+r PLAN
STREET NAME '~9ff!E (CIRCLE FRONT) N E
SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH;
SHOW LEAST DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERAGE DISTANCE.
sG)
OWNERS NAME DENAIn'I DVVKG LE6AL DESCRIPTION CONTRACTOOR- ~1~ryV GONST• LIC. N0. METES AND BOUNDS DESCRIPTION ATTACHED41- 5rE LYSU. PtAAI
ADDRESS /S RIO 68A'NQE A~PA pHONE SYS O~~¢ pppRESSS19D DAAPVT' 57-,
CITY- b510UrGA ZIP CODE 0022 3 LAT N0. f BLOCK N0.
LOTWIDTHr.~ DEPTH /7O1L7 1 AREA5~5;7ffl S-F• SUBDIVISION CEY MRY FILING
INDICATE THOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING: CurbBGutter_StreetPovinQ_Water_Sewer_StamDrcinopa-
HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING: YESXNO-
ARE THERE ANY SPECIAL ASSESSMENTS AGAINST THIS PROPERTY: YES_N0X
~1 ~I rqc rw7a
OCCUPANCY a/ 4/~ 3-".~, l/-T EXTERIORMATERIALS: WALLSIll ROOF L74NA1.5
STORIES--,2- UNITS_. REMARKS: ARA7Fei' HAS C;EL,F/ AA4QhKA & G/7V COl Ml/n. FF.RL I4-
OWNER / CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
PERMIT FEE
UR. S
I hereby certify ihaf ihe above setback distances shown on fhis permit opplication me accurate, and do not violate
USE TAX
Q()
applicable ordinonces, rules or regulations of ihe City of Wheat Ridqe or covenanis
easements or resirictions of re-
,
cord; that all measuremenis shown, and alleqafions mode are occurate; ihot I huve read and ogree to abide by all
TOTAL FEE a sb
condifions printed on ihis apDlication, and that I assume fuil responsibility for compliance wiih ihe Wheaf Ridpe
NOT
ED
Building Code (UBC) and all other opplicable Wheat Ridge ordinances, foi work undei this permit
=
~
-
(OWNER)(CONTRACTOR) SIGNED
DATE
~
BUILDING DEPARTMENT USE ONLY
SO.FT COST h`~!1 ~d C'T.
C
BASEMENT-ROUGH THE PROPERTY LOCATED j
BASEMENT-FINISHED
IS PRESENTLY Z QNFD~o~
GROUND FLOOR THE PROP( SE
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IS)(IS NOT)
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SECOND FLOOR COMMENTS~ 1fCi1i'T/l.CI!/YYI.e'VV` ~"~`~-X /l''~C
GARAGE
OTHER
d
j
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OTNER BUILDWG COST $ ,
ELECTRICAL PERMIT
PLUMBING PERMIT
MECHANICAL PERMIT
STATE N0.3 CITY N0.
STATE N0. CITY N0.
GTY N0. D
PLANS REVIEWED (_OK)(-NOTOK)
PLANS REVIEWED (-OK) (-NOT OK)
PLANS REVIEWED- (-OK) (-NOT OK)
\
NO PLANS NEEDED
NO PLANS NEEDED
NO PLANS NEEDED
PLANS NEEDED PRIOR TO ISSUANCE OF
PLANS NEEDED PRIOR TO ISSUANCE OF
PLANS NEEDED PRIOR TO ISSUANCE OF
ELECTRICAL PERMIT
PLUMBING PERMIT
MECHANICAL PERMIT
ING
VE67s1L ELCOlRk
~E"Fr
.
PERMIT ISSUED TO
PERMIT ISSUED TO
PERMIT ISSUED TO
PER REOUEST AS PER PLANS NO
PER REOUEST AS PER PLANS N0.
PER REQUEST AS PER PLANS N0.
AS APPROVED AND ON FILE IN MY OFFICE
AS APPROVED AND ON FILE IN MYOFFICE
AS APPROVED AND ON FILE IN MYOFFICE
DO NOT ISSUE MIT UNTIL CLEARED Y
DO NOT ISSUE PERMIT UNTIL CLEARED BY
DO NOT ISSUE PERMIT UNTIL CLEARED B'!
CHIEF BUIL IN INSPECTOR
CHIEF BUILDING INSPECTOR
CHIEF BUILDING INSPECTOR
DATE CLEAR
DATE CLEARED BY
DATE CL RED BY
CHIE LDIN E~ Qf~.
CHIEF BUILDING INSPECTOR
' IEF ILDIN SP TO
~C
/
BY
BY
BY
DATE
DATE
DATE
CONDITIONS`:
(I) THIS PERMIT WAS ISSUED IN GCCORDANCE WITM THE PROVISIONS SET FORTH IN YOUR AVVLICATION 4ND IS SUBJECT TO THE LAWS OF THE STATE OF COLOXADO
AND TO TME 20NING REGULATIONS AND BIIILDING CODE OF WHEAT flIDGEl COLOR/DO OR ANY OTHER APPLICABLE ORDINANCES DF THE CITY.
(2) THIS PERMIT SHALL EXFIRE IF (A) THE WORN AUTNORIZED IS NOT COMMENCED WITHIN SI%TY (60) DAYS FROM ISSUE DATE OM (B) TNE BUILDING AUTMORIZEDIS
SUSPENDED OR ABANDONEO FOF A PERIOp OF 120 OAYS.
(3) IF TMIS PERMIT EXPIRES, A NEW PERMIT MAY BE ACQUIRED FOR A FEE OF ONE-MALF THE AMOUNT NORMALLY REOIIIRED, PROVIDED NO CNANGES HAVE BEEN OR WILL
BE MADE IN THE ORIGINAL PLANS PND SVEGiFICAT10N5 AND ANT SUSPENSION OR ABANDONMENT HAS NOT EXCEEDED ONE (I) YEAN. IF CHANGES ARE MADE OR IF
SUSPENSION ON IBANDONMENT EXGEEDS ONE (I)YEAR, FUIL FEES SHALL BE PAID OR A NEW PERMIT.
(4) NO WOkN OF qNY MANNER SHALL BE DONE TNAT WIIL OBSTRl1CT THE NATURAL F OF WATER CAU G A DRAINAOE PROBLEM.
(S) GONTRACTOR SHALL NOTIFY THE BUiLDING INSPECTOR TWENTY-FOUR (29) MO IN ADVANCE FOR L I ECTIONS GND SNALL RECEIVE WRITTEN PPPRWAI
ON INSGECTIOfA'C RD BEFrE GROGEEDING WrtH UGCESSrvE PM45E5 OF TH OB.
~
Q
C F BUILDING INSPECTOR FOR M R
F17S
~
S~
~
~
~
~
project #
date
pag¢ of
12-F- : Z),-~ 134D c.
!N LifE.vOf--' h=l/L.£' Gon15Ti2ucTio~u St,~-o~++N Fd+'L
'Vhertu w,o-,~
co..) steu cTia~u o~c 3 5lb " x 20 o.a inre-- sru cs e_V.'1¢~0, c.
G(/tTy S!B iI Q-'iPBvAi2C 73o'YN 5(DES_ Cti"r/^JU~L
FizE 4V,9-~ -r~ F c c~ 51£ '+-r A-01 4-1 ~s-r A.EC-r- .
GL/RA~A COL ri++'1 N S w°~ / C hI ~L-E /A.~ Y.'!~ S•~'n'~ ~/1 N~ ~4-/~~
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VC1ldPy C15SOC1atCS
architects and planners
8527 w. colfox rnre, #247
lokewood, colomdo 80215 / 234-6235
ze , xr y~:,' c= ei
P.O. BOX 638 TELEPHONE: 303/237-6944 The City of
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80033 cWheat
9Ridge
October 27, 1994
Mr. Denny Drake
5190 Parfet Street
Wheat Ridge, Colorado &0033
~~~b
Re: Denny Drake Development - Development Agreement
Dear Mr. Drake,
This letter is to inform you of the Development Agreement that is
needed in lieu of those public improvements on the Parfet Street
frontage for the above referenced project. I have included a
copy of the agreement for your review. Please be aware that when
you are ready, you will need to execute the original document at
city hall. I would appreciate a timely response to this item and
if you have any questions, please feel free to contact me at 235-
2868.
Si c ely,
Greg Knudson
Development Review Engineer
GWK
cc: Glen Gidley, Planning & Development Director
John Oss, Sr. Project Engineer
Steve Nguyen, Traffic Engineer
File
"The Carnation City"
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 wES7 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. MP93#3396
237-8944 Ex7. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIIDING INSPECTOR AND RECEIPTED BEL'JW.
JOB ADDRESS f-f r
CONTRACTOR Co ~ c o TN c,
ADOflESS S('r1 o P A R F
CITV LA) ' ZIP CODV900 3 3
PHONE y2 N - I 6 29 LICENSE NO. 0 y
LLANEOUS PERMIT`/ T
OWNER ? R'AL ~OP✓~(L^Ac~-\nRS 1--i ~C
ADDRESS O PA 2~ E 1
PhiONE )6 2 q ZIP CODE ~620a-?3
;ONTRACT PRICE $ .4' Ub, -9-0 4-oTA ~
1. TVPE Ground❑
Well❑
Proitetinp❑ 0ther SaDFaoe
2. MATERI_
To1al Squore FNt
S
Elwt. Fumii de.
INSPECTION TICKET
5- E
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INSPECTION TICKET
ADDRESS S~ ~Q
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JOB
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ADDRESS ,
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BLDG. PERMITM 33 f
DATE: %
g
G7
DATE: 3 BLDG. PERMITM 3394
PERMITB
-
PERMIT#
BLDG. CONTR.
HERSTRUCTURE,(
BLDG. CONTR.
SUBCONTRACTOR PROPERTV LINE
DATE INSP. REQ. 1117/93
-
1 1
TYPE OF 11
INSPECTIO
REMARKS
PROPERTY LINE
W.H. FORM 619 %
~ HOUSES,STREETS
:RAGE DISTANCE.
4BING; ELECTRI(
THE INDICATED W01
PERMIT WILL EX%RE 60 DAYS FROM DATE OF ISSUANCE !f
SUBCONTRACTOR
DATE INSP. REQ. 1 ' II ' 9 3
TYPE OF INSP. (9
4-351
INSPECTION MA!DE 73
REMARKS
~¢ae )
W.R. FORM 6-19 ~
Kl9iy
ELECTRICAL PERMIT
STATE LICENSE N0.
ALUMINUMWIREUNDERSIZE8ILLEGAI
PLUMBING PERMIT
STATE LICENSE N0.
F1.00R BSM IST 2ND 3RD 4TM
MECHANICAL PERMIT
N0. FLEL:CircMOneGot011Proporr EI Solq
Np,
WATERCLASET
FORCEOAIR - BTU Sv oo~
TEMPORARY METER
WASH BOWL
HOT WATER - 8TU
NEW SERVICE - AMPS
BATH Tl1B
STEAM - BTU
CHANGE SERVICE-AMPS
SNOWER
AIR CONDITIONING-8TU
LIGHTING
SINK
OTMER
HEATIN6
GARBAGE DISF
REFRIGERATION SYSTEM
POWER SUB-CIRCUITS
UTILITY(RANGE,DISPOSER,ETC.)
FIXTURES
WATER HEATER
AUTO. WASHER
DISH WASMER
qefri erant Gou
Poundf CMr e
AUTOMATIC SPRINKLER SYSTEM
WIRING MOTOftS 6 CONTROLS
FLOOR DRAIN
EIEVATOR
SIGNS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER 1 HP
TOTAL FIXTURES
- S0ti'e)
I hareby ncknowledpe thof this aDGlico-
tion u conect and undersfond fhat I
connol sfort this projeef until this oppli-
cotion is opOroved. i sholl tomply wifh
fhe lawt of the Sfofe ol Colorado and to
ths ZoninQ ReQulations ond Buildinq
Cods Of fhe Cify of Wheaf Ridqe. Any
vioiafion of ihe above terma will couse
immsdiote revowtion of thia,pprmit .
o E(Cc-N~` a..~ GKkA iro ESN
I ~SO oo~, s.i.~c•
rt2 'Aa
5~~1. 40 aoa
l~7'4
PERMIT FEE
NOT VAUD UNLESS RECEIMED
USE TAX
r
y 3
TOTAL FEE
$
~ ~ ~
yD
n
Z-7
APPROVED
,
f 'y S a vq ~
9ISAPPR9VED
~
-
CHIEF BUILDI
INSPECTOR,City of heat Ridqe
CAL1237-8944 EXT.255
24 HOURS IN ADVANCE
Oafe Issued
~
FOR INSPECTIONS
A~eolieanhi Sionalu.
CONSTRUCTION 95RIOGRANDEBLVD.,DENVER,C080223TEL.303-595-0214FAX.303-571-5217
DATE : 31;7I94
m0: W*5~,*T R/ADOe- av/cDWG AEAl.
ATTENTION:
RE: DENN/S DRAKE ~v~avrs~av S AE-u0,g~&A1,qo.A.7- oi~+v
5/90 MYLAIR$
Gentlemen:
Transmitted herewith are:
sets of our shop drawings.
copies of our submittal data.
copies of
for your review and approval.
application for permit and check
No. , Amt.
,Y_ for your use.
Please return sets bearing your
approval and/or comments at your earliest
convenience.
REMARKS:
Very truly yours,
CAT.AHAN CONSTRUCTION copies to:
A PIONEERING CONSTRUCTION GROUP PROVIDING FULLSERVICE FROM CONCEPTTO REALITY '
DEPARTMENT OF GOMMUNlTY DEVELOPMENT
7500 wEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0.
234-5933 P.o.soxs38 CITY OF WHEAT RIDGE,COLO. M94#19236
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHiEF BUILDING INSPECTOR AND RECEIPTED BEIOW.
JOB ADDRESS -7 Z J_7 I OWNER ,
CONTRACTOR qDDRESS -5-14610 N/f.N2F~J ~~T• .~/f
ADDRESS ~y PHONE ZIPCODE
CITY ZIP CODE CONTRACT PRI/CE
PHONE LICENSFN[l DATE 1~
L TVPE Ground ❑
Woll❑
Proieclinp❑
Othar
. S a 0 Foog
2. MATERIAL
Total Squan Feet
SIGNS
3 ILLUMINATION Yas❑ No❑
Type
Eiftt. Permif No.
4. SET BACN FROM PROPERTY LINE
(Spaci}y which is front )
N_ S_ E
❑ ❑
_ W
❑ ❑
Zons_
ApprovW,Zom Ins"eta
DisapprweE
~
1. TYPE Solyd~
Mon Thon 80% OpsnO
Lest Thon 80% Open
FENCES
h
S. MATERIAL Y2~
3. SET BACK FROM PROPERTY LINE
(Specify whieh b iront)
NL~~'! S~ E~ W
u ❑ ❑ fa
He{Qhe
Zme_
Apprwed,Zom Inspecta
DiaoDOrowd
h
I.
2
OTHER
3.
.
DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVIM1v' DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTIONS INCLUDED)
~
~
S -REAA PROPERTV UNE
I
:5
I
I~T I a i ~T ~
'
J
o
~
i
I
9
S/,DC- -FR9Ni-PROPERTY LINE 4
Ix
~
SPECIFV NORTN
STREET NAME
SHOW DISTANCES FROM THE M41N BUILDING TPADJOINING HOUSES, STREETS,AND PROPERTV LINES; ON IRREGUTAR LOTS, SHOW LEAST
DISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATEDWORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION OIVISION.
PERMIT WILL EXPIRE 180 DAVS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT
STATE LICENSE N0.
PLUMBING PERMIT
STATE LICENSE N0.
MECHANICAL PERMIT
ALUMINUMWIREUNDERSIZE8ILLEGAL
FLOOR
BSM
IST
2ND
3RD
4TH
N0.
Fl1E4CirtMOrnGoidlPropww EIeeSda
NO.
WATER CI.OSET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER BTU
NEW SERVICE - CMPS
BATH TUB
STEAM - BTU
CHAN6E SERVICE-AMPS
SHOWER
AIR CONDITIONING-BTU
LIGHTING
SINK
OTHER
HEATING
GARBAGE DISP
REFRIGERATION SYSTEM
POWER SU9-CIFCUITS
WATER HEATER
Relri aront Grou
UTILI7Y(RANGE,DISPOSER,ETC.)
AUTO. WASNER
Fbundt CMr a
FIXTURES
DISH WASHER
AUTOMATIC SPRINNLER SVSTEM
WIRING MOTORS 6 CONTROLS
FLOOf7 DRAIN
EIEVATOR
SIGNS
URINAL
TRANSFORMERS B RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FIl(TURES
I Mreby ocknowlsdae tnat tnis ovvlica-
PERMIT FEE
tion u correct and undersfand tnat I
USE TAX
roject until Ihis oppli-
rt lhis
t
f
p
o
tanno
s
cotion if approvee. I shall comply with
TOTAL FEE
do ond fo
r
f th
St
f
f C
l
a
e o
o
o
o
e
the lows o
the Zoninp ReQulationa ond Buildinp
Code of tne City of Wneat Ridpe. Any
APPROVE
D~SICPPR y
violation of the abovs terme win couse
immtQtate revowfion of )nya'dermil f
CHIEF BUILDI
(h` E✓ r
$iLF 8
NG INSPECTOR,City of Wheot Ridqe
Dafe Issued y`~ 3 s~ y
X Y-is-s v SI
it--i -7-7a3
CALL 234-5933
24 HOURS IN ADVANCE
FOR INSPECTlONS
♦ovliwnb
7500 WEST 29th AVENUE
237-6944 EXT. 255 P.O. BOX 638
THIS PERMIT VALID ONLY WHEN SIGNED BY
DEPARTMENT OF COMMUNITY DEVELAPMENT
BUILDING INSPECTION DIVIStON PERMIT NO. ME93#5183
CITY OF WHEAT RIDGE, COLO.
JOB ADDRESS
CONTRACTOR l' ~-9.n5
ADDRESS -'fJ LT
CITY t" l e-"/p" ZIP CODE
PHONE 3 71/7 623 LICENSE NO._J2--2--~-
SIGNS
l1ND
OWNER /
ADDRESS Cl qU 1 U rf TPHONE y~ ZIP CODE~OU 3
;ONTRACT PRICE $
TYPE Ground❑ Woll❑ Proieolinp❑ 01Mr SorOFacts
. Totol SQUare Feat
2. Mfi7ERIAL
3. ILIUMINAT10N Yaa❑ No❑ TYDS Elxt. Parmit Na
E yy Zona__ ADM~, Zan~ Inap~cta
4 SET BACK FROM PROPERTY LINE N__ S Q ❑ pl~~~d
(snu~ifv whiah is f r0nt ) ❑ -
i. TYPE Solido Mon TAOn 80% ODSnU
MATERIAL
FENCES 3 SET BACN FROM PROPERTY LINE N__ 5- E_ W
(Seecifv whieh ibfront) C]_ 0 0
I.
OTHER Z'
3.
pRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTFIER STHUCTURE,GI
(SETBACKS OR PROJECTIONS INCLUDEA)
STATE LICENSE NO.
SUBCONTRACTOR
DATE INSP. REQ.r 7~0/--37
TYPE OF INSP. ~~'✓'KR-
INSPECTION MADE
REMARKS f ` ? r7 -3
STREET NAME q (/L^ 9G_w r rG- 07&/L~L-
$HOW DISTANCES FROM TFIE MAIN BUILDING TQADJOINING HOUSES, STREETS
DISTANCE TO PROPERTV IINES, NOT MAXIMUM OR AVERA6E DISTANCE.
APPLICATION FOR PLUMBING; ELECTRII W R FORM 6-19 PERFORM
THE
ATED THIS APPLICATION ~RMITEVjOMEEX%REM60 DAYS FROM DATE OFDI9SUA C~
ELECTRICAL PERMIT
STATE LICENSE N0.
UlAINURA WIRE UNDER SI2E 8 ILLE
TMETER
. - AMPS
ICE-AMPS
CIRCUITSGE, DISPOSER, I
FIXTURES
wiRING MOTORS 9 CONTROL!
1 hsreby acknowladqe fhot this aPPlico-
tion if correcf ond understand that I
cannot sfart Ws projecf until this apPli'
cotion is aDProved. I sholl complY with
the laws of Ihe Stote o} Colorodo and 10
the Zoninp Requlolions and Buildinp
Code of the City of Wheof Ridpe. AnY
violofion of the above terma will cause
immediafe revoeo ion of this permit.
~
bone n ~annro..
PLUMBING PE
/1( ~ 9 3
DATE: ~ ~ ~ ~ BLDG. PERMITk 1E
FLDOR
PERMIT FEE
USE TAX
TOTAL FEE
INSPECTION TICKET
q
JOB
ADDRESS ~C"rw"~
PERMITM
BLDO. CONTR. ~J ~
CHIEF BUILDI INSPECTOR,City 61 Wheat Ridqe
0~
F
oa,e i55ued a 6-93
4.
"t-o CA-s 4
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS
P O. BOX 638 TELEPHONE: 303/237-6914 ThB Clty Of
7500 WEST 29TH AVFNUE • WHEAT RIDGE. COLORADO 80034 G
vr[j]'Luea`
March 31, 1992 • -1\ldp
The Wheat Ridge Department of Community Development has received a request for
aooroval of a revised final develooment plan and Alat
at tne property aescrioea oetou. Your
response to the following questions and any cadments on this proposal would be
appreciated by April 8. 1992 . No response tYom }rou by this date will
constitute no objections or concerns regarding this propasal.
CASE N0: WZ-92-5/Drake
LOCATION :
REQUESTED ACTION: Approval of a revised final development plan
and plat
PURPOSE: Construction of 6800 square feet of office with outside
storage
APPROXIMATE AREA: 1.33 acres
1. Are public facilit3es or services provided by your agency adequate to serve this
development?
YES NO If "NO", please explain below.
2. Are service lines available to the development?
YES NO . If "NO", please explain below.
3. Do you have adequate capacities to service the development?
YE5 NO . If 'NO'
, please explain belou.
4. Can and will yrour agency service this proposed development subject to your
rules and regulations?
YES NO IF "NO"
, please ezplain below.
5. Are there any concerns or problmns your agency has identified which would or
approval of this
should aff
request?
reply t
Please
7-/
-
Department of Com
mun y Devi e
~
Current Planning
Division
DISTRIBUTION:
-
Xx
Water District (valley)
xx American Cable Vision
Xx
Sanitation District (Fruitd&le
Jefferson Co. Health Dept.
xX
Fire District (Arvada )
Jefferson Co. Sehools
xx
Ad,jacent City (Arvada )
Jefferson Co. Camoissioners
XX
Public Service Co.
Wheat Ridge Post Office
XX
Mountain Bell
Wheat Ridge Police Dept.
State Land Use Camiission
xX Wheat Ridge Public Works Dept.
State Geological Survey
Wheat Ridge Parks & Recreation
Colo. Division of Highways
XX Wheat Ridge Building Division
XX Burlington Northern Railroad
sb/C.6.1./Rev. 10/27/86