HomeMy WebLinkAbout7500 W. 33rd AvenueCity of
" Wheat - j�idge
MUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857
May 23, 2014
OFFICIAL ADDRESS NOTIFICATION (ZIP CODE CORRECTION)
NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated
below:
PROPERTY OWNER(S): 3280 Wadsworth Joint Venture
OLD ADDRESS: 7500 W. 33` Ave., Wheat Ridge CO 80033
NEW ADDRESS: 7585 W. 32 Ave., Wheat Ridge CO 80033
SUBDIVISION: N/A LOT(s): KEY: 024 SECTION: 26
PARCEL NO: 39- 261 -00 -236
NOTES: This is a courtesy notification.
AUTHORIZED BY: DATE: 5^ ' 2- 3
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401
5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401
6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033
7. Xcel Energy, ATTN: Correspondence, 1123 W. 3` Ave., Denver, CO 80223
8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
10. Consolidated Mutual Water District
11. Wheat Ridge Sanitation District
12. Wheat Ridge Fire Department
13. Wheat Ridge Planning Division
14. Wheat Ridge Building Division
15. Wheat Ridge Police Department
16. GIS Specialist
17. Log File
18. Other:
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
DATE:
www.ci.wheatridge.com s
Vicinity Map
Site
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OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT B PMt. Valuation Figure:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Use of Space (description):
Description of work:
Sq. Ft. added
FROM :M.Gardner FAX NO. :3034661810 Dec. 27 2011 06:35PM PI
N
SIT
I
-)Bella
J ENERGY
PV ARRAY
2 strings of 15 Sharp 176 modules
Voc =439.2 VDC
[so =8.22 A
Vmp = 351.3 VDC
Imp = 7-52 A
ResL)b>-ni 4eclr one l jae
P-/\A-1 4A c: gOO&O
z C r' 1k v-, CUrt t m
Module Specs
h~~,~'117$'-
Sharp ND-176U1F
lq~15L1'1 S7fOi..:~`1
Pmax= 176 W
St {~-~~92
3v3-
vo 29.28 VDC
]
so = 8.22 A
]so
Vmp = 23.42 VDC
Imp=7.52A
SERIES FUSE RATING: 15 A
DC
Disconnect
NOTE: INVERTER IS LISTED UNDER SMA SB
ETL FOLLOWING UL 1741 5000-U
1 A GFDI Fuse
240 Vac
20.8 A max
(3) - #e CU THHN/rHINN-2 WITH #10 E.G. -
IN 314" EMT OR LFMC
Main Load Panel
240 VAC, 200A
B .kfed.at 30A600V0.1-
Pde Breaker
GE Panel
Meter
(4) #10 CU USE-21RHH/RHW
(1) #8 BARE COPPER OR
(1) #10 THHNfTHWN-2 E.G.
I Note: This is a residential, grid-
tied photovoltaic system with no
battery backup.
Bella Emmy
PHOTOVOLTAIC SYSTEM
500 S Mhw Ave; Suite 400
- -
Loulaville, C0 8D027
Bamaoi Ruidm
.bellaenergy.cem
7500 W 33'0 Auc.
14 Lea, Ridgq Co 6003
DRAVM BY A.. Brain
562 8eaa480
5.280 kW Grid-Tied PV System
DATE: January 5, 2009
6'd L9bL-999-£0£ AbJeu3 allea d9£:£0 60 170 ABA
~ CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax
INSPECTION NOTICE C'-)~G va-o
Inspection Type:
Job Address/Permit Number:s
4
E
r
s^;
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
When corrections have been made, call for re-inspection at 303-23
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
_ V, Building Inspection Division
V r (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type: Z o
~L:Z:e
Job Address: , Pz~ 0 `
-Permit Number: 4 :0,iO, !?V
0(S PP (r sJe
~hn~[a ~ Ir~~ <1
❑ No one available for inspection: Time AM/PM
Re-Inspection required{ Yes No
When corrections have been made, calf for re-inspection at 303-234-5933
- L
Date`sa'= i 'L Inspector., r
DO NOT REMOVE THIS NOTICE
City
Residential Solar PERMIT - 090080
IT NO: 090080: ISSUED: 02/09/2009
kDDRESS: 7500 Wd33RD AVE EXPIRES: 08./08/200.9
2IPTION: Install flush mount solar system '5 panels
CONTACTS
ner Annette Barnard
PARCEL INFO
NE CODE: UA -.USE: UA
BDIVISION:. 0552 BLOCK/LOT#: 0/
'FEE SUMMARY ESTIMATED` PROJECT VALUATION: 48,000.00
FEES
ermit Fee 216.60 CDf.ci
esidential Solar 1,0.00.00
otal Valuation .00
Be Tax 108.00 T f~
* TOTAL 1,324.60 Conditions:
Fees 'doubled for starts
city;.
Oust comply w/ 2003 IR(
I
lg work without permit and not being registered with the
& 2005 NEC.'
-ions.
k distances proposed by this permit application' are accurate, and do not violate applicable
of the City of 'Wheat Ridge or covenants, easements or restrictions of record; that all
ons made are accurate, that I have read and agree to abide.; by all conditions printed on this
ill responsibility for compliance with the Wheat 'Ridge Building Code (I.B.C) and all other
s, -for work under this permit. Planssubject to field inspection.
date
ordance with the, provisions set forth in your application and is subject to the laws of the
Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable
days from the issue date. Requests for an extension must be received prior to expiration
anted at the discretion of the Building Official'.
permit may be acquired for a fee of one-half the amount normally required, provided no
made in the original plans': and specifications and any suspension or abandonment` has not
oFw" City of Wheat Ridge Building Division
m 7500 W. 29th Ave., Wheat Ridge, CO 80033
_ Office: 303-235-2855 * Fax: 303-235-2857
c ° Inspection Line: 303-234-5933
OCORP~
~
Building Permit Application
Property Address: '!750D w ~:~ro~ )9rL
Date: 2_s_oct J
Plan O --0)09-~l
Permit OW 0210
Property Owner (p/ease print): hnrtettc- Phone:
Mailing Address: (if different than property address)
Address: 5'6(/y~
City State Zip Whec~+ f? 1G(~ CL;) 800
Contractor:
Contractor License
Phone: 5j~,2 "889-0,rFu
Sub Contractors:
Electrical City License
Company:
Plumbing City License
Company
Mechanical City License
Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description):
Description of work:
z,%0 1%W FW5>7 ~,oF ma~ni
tS t7J- - A-teol, SO'-r' Pi1.eG'CVl L
(7Y1U1zJ✓oiY~iG 5~(Sie ^'1
Sq. Ft./L.Ft added: Squares BTU's _
Construction Value: $
(as calculated per the Building
Plan Review (due at time of su.
Gallons Amps
g a5iy ~a_
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR)
PRINT NAME: Ali -so-, ` rDL-o r) SIGNATURE: C/'v/ Date:
DEPARTMENT USE ONLY
ZONING COMMENTS:.
Zoning:
Reviewer
PUBLIC WORKS COMMENTS:
Reviewer:
~dG'Tv/~f1"G. •~•fTg.~'~%~n1..:Y.U.4~Z1e?~
~5 OCCUPANCY
BUILDING DEPARTMENT CO~~9tt~ENTS RPM'°We)P-l~ ®s,:~yt-Pr AOK VOW16, Bldg d Vy)' F Valuation:
Reviewer ~d x/9/0 9
FIRE. DEPARTMENT:/❑ approved w/ comments El disapproved El no review required $
*Bella
ENERGY Module Specs
Formerly Sun Electric Systems, Empowering Colorado Communities Since 1982 Sharp ND-176U1F
Pmax= 176 W
Voc=. 29.28VDC
PV ARRAY Ise = 8.22 A
Vmp = 23.42 VDC
2 strings of 15 Sharp 176 modules Imp = 7.52 A
Voc =439.2 VDC
Ise = 8.22 A SERIES FUSE RATING: 15 A
Ise
Vmp = 351.3 VDC
Imp=7.52A
(4) #10 CU USE-2/RHH1RHW
(1) #8 BARE COPPER OR
(1) #10 THHN/THWN-2 E.G.
NOTE: INVERTER IS LISTED UNDER
Note: This is a residential, grid-
ETL FOLLOWING UL 1741 ' tied photovoltaic system with no
battery backup.
(3) -#8 CU THHN/THWN-2 WITH #10 E.G-.
IN 3/4" EMT OR LFMC
NOTE: AC. Disconnect is within 5 ft
AC Knife-Blade Rain-Tight of the meter, is accessible,'
Disconnect p lockable, clearly. visible from the
SERVICE RATED, 250 Vac, 30A / meter, and labeled "Photovoltaic
w/.(2) 30 A FUSES Disconnect" -
(3) - #8 CU THHN/THWN-2 WITH #10 E.G.
IN 3/4" EMT OR LFMC
Main Load Panel
240 VAC, 200A
Backfed using 30A 600V Dual-
Pole Breaker
GE Panel
Meter
9
cSr ~
a
A
°oconno°
Wheat Ridge wilding Department
proved
BIJI IN OFFICIAL DA
valid ity of permit- The issuance of a permit or approval of plans, specificall
and eanputations shall not be a permit for, or an approval of, any violation
<< any of the provisions of the building code or of any City ordinances.
presuming to give authority to violate or eancN do previsions of
1~- GuglingcodesorotherordinancesoftheCityshallnotbevalid
Bella Energy
5008 Arthur Ave
Suite 400
PHOTOVOLTAIC SYSTEM
,
314 , Louisville, CO 80027
Barnard Residence
t0 w' .loellaenergy.com
7500 W 33 ° Ave.
-
Wheal Ridge, CO 80033
DRAWN BY: Alison Broym
s62 884-MO
5.280 kW Grid-Tied PV System
DATE: January 5, 2009
Bella Energy
.
Photovoltaic System
500 S. Arthur M..
Lafayette, CO
Barnard Project
7500 W 33 rd AVE.
Wheat Ridge, CO, 80033
Drawn by: Gary
5.280 kW PV System
January 6, 2009
_
17 6 WATT
ND-176UIY
ELECTRICAL CHARACrTERISTICS-
Maximum Power (Pmax)-
176W
Tolerance
-10%/-5%
Type of Cell
Polycrystalline silicon
Cell Configuration
48 in series
Open Circuit Voltage (Voc)
29.28 V
Maximum Power Voltage (Vpm). -
23.42 V
Short Circuit Current (Isc)
8.22A
Maximum Power. Current (Ipm)
7.52 A
Module Efficiency
13.3%
Maximum System (DC) Voltage
600: V
Series Fuse Rating
15 A
NOCT
4Z5°.C
Temperature Coefficient (Pmax).
-0.485%/°C
Temperature Coefficient (Voc)
0.36%/-C
Temperature Coefficient (Ise)
0.053%/°C
- 'Measured at (STC) Standard Test Conditions: 25°C,1
kW/m', AM LE
MECHANICAL CHARACTERISTICS
Dimensions (A x B x C below) 39.1x52.3"x
2.3"/994 x 1328 x 57.5 mor
Cable. Length (p 43:371100 mm
Type of Output Terminal Lead Wire with MC Connector
Weight` 36.41bs/ 16(5, kg
Max Load 50psf (2400 Pascals)
Ay CURVES,
eelihmpsamre: WC
3
Poka9eM
Oren n. Wluge
Curren[GwrerrxWlra9e Gaacttfisiks. ~~vrona9e.
DIMENSIONS
BACK VIEW
A
LLSIDE VIE
1 G I- ET
J---
QUALIFICATIONfr
ILL Listed ILL 1703
ul
us
Fire Rating Class C c
g
is WARRANTY
25 year limited warranty
Contact Sharp for complete warranty information
r
o
.
o
r• 11 -
1 -F-
- 39.17994 mm 52.3"/1328 mm 2.3"/5).5 mm 32"/82 mm
11.9/302 mm
Design and specifications are subject to change without notice
Sharp is a registered trademark of Sharp Corporation. All other trademarks are property of F G H I
their respective owners. OnEnergy and all related trademarks are trademarks or registered 13"/32 mm 8.9/225 mm 36.9"/938 mm 43.3"/1100 mon
trademarks of sharp Corporation and/or its affiliated companies, sharp takes no
responsibility for any defects that may occur in equipment using any Sharp devices.
Contact Sharp to obtain the. latest product manuals before using any Sharp device. - Contact Sharp for tolerance specifications
SHARP ELECTRONICS CORPORATION
5901 Bolsa Avenue Huntington Beach, CA 92647
® 1-800-SOLAR-06' Email: sharpsolar@sharpusa.com
www.sharpusa.com/solar
2008 Sharp Electronics Corporation, All rights reserved 08l • VP-06-08
The OnEnergyTM
Solar Racking System for
Asphalt-shingle Roofs
- TECHNICAL SPECIFICATIONS
Mounting Type: Asphalt Shingle
Average Stand-Off Height: 2 inches
Slider Spacing:4 feet
Rail Material. Steel Coated w/3uperDyma`°
Max. System Weight- <4 Ibs/sq. ft.
UL Listing: UL 1703
Warranty: 10-year limited warranty
UL-listed as acomplete system, the patented Talon Clip grounds
Load tested and verified by a professional engineer to
the module directly to the rail eliminating the need to connect a
withstand 50 PSF in the upward and downward direction
ground wire to each and every module..
Module and racking. System weight may be less, depending on layout.
Cover photo courtesy of Regrid Power, Campbell, CA
Design and specifications are subject to change without notice.
Sharp is a registered trademark of Sharp Corporation. All other trademarks are property
of their respective owners. Sharp takes no responsibility for any defects that may occur in
equipment using any Sharp device,. Contact Sharp to obtain the latest product manuals
before using any Sharp device.
08F-018
SHARP ELECTRONICS CORPORATION
5901 Bella Avenue, Huntington Beach, CA 92647
® 1-800-SOLAR-06 • Email: Sharpsolar@SharpUSA.com
www.SharpUSA.com/solar
02008 Sharp Electronics Corporation. All rights reserved PR-07-08
C uL us
Technical Data
SUNNY BOY 5000N
Max Recommended Array Input Power (DC @ STC)
Max DC Voltage,
Peak Power Tracking Voltage
DC Max Input Current
DC Voltage Ripple,
- - -
,tuber of fused Stnng Inputs
Nu
PV Start Voltage ,
_
AC Nominal Power
AC Maximum Oufpuf Power
AC Maximum Oufput Current (@ 206 240 277 V)
AC Nominal Voltage /Range
Topology
W Cooling Concept ~,..._..w
300105 / 7000 U S
SB 5000US
SB 6000US
SB 7000US
6250,W
7500 W
8750 W a
? 600 V
600 V
600 V t. ~
250 - 480 V
250 480 V
250 - 480 V i
' 5000 W
- 6000 W
7000 W
5000 W
6000 W
11
7000 W
24A208A 18A
,
29 A, 25 A, 216A
u:_
34 A,29 A, 253A
183 229V@208V
183-229V@208V
183 - 229V@208V
211-264V@240V
211-264V@240V
211 - 264V@ 240V
244-305V@277V
244-305V@277V
244-305V@277V
95.5 % @ 240 V
95.5 % @ 240 V
96.0 % @ 240 V
95.5%@277V
96.0%@277V
96.0%@277V
18A x24.1 x9S
18.4 x24.1 x9S
18A.241.93
_ 14316s / 15416s
.
.
143 Ibs / 154 16s
14316s / 15416s
.
° 13 to+113
°F
.
-13t.+113 °F
13 ro+113°f
_ ...e
<7W/025W
<7W/025W
. ..sinew.,.
<7W/0.25W
FWM true sinewave
PWM, true sinewave,
PWM,tme sinewave,
<urrenfsource
currenfsource
current source
Convection with
Convection with
Convector, with
regulated fan cooling
regulated fan cooling
regulated fan cooling
A,
•
•
•
_
O
-
-
-
...,w
.
.
• Included F
~ O Option Not available
Specifications for nominal conditions
Efficiency Curves
M
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7
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nasue a
rea
6
9
y.
www.SMA-America.com
Phone 916 625 0870
Toll Free 888 4 SMA USA SMA America, Inc.
GREG RILEY PROFESSIONAL ENGINEER
STRUCTURAL ENGINEERING CONSULTANTS , INC.
27200 TOURNEY ROAD SUITE 390 VALENCIA CA 91355
TELE: 661.287.5800 FAX: 661.287.5855
E - M A I L: info@U.stracturalconsultmg COm
WWW STRUCTURALCONSULTING COM
I
i
June 5, 2007
Sharp Electronics Corporation
Solar Energy Solutions Group
5901 Bolsa Avenue
Huntington Beach, CA 92647
Attention: Mr. Arthur Rudin
Director of Engineering
Re: Static Load Test
SRS Residential Rooftop Photovoltaic Module Mounting Structure
Asphalt Shingle Attachment
Dear M R d'
r. u m
This letter shall serve as documentation of our various observations of the above
mentioned tests performed at the Sharp Electronics Corporation facility in Huntington
Beach, California in the spring of 2007.
Product Description
The SRS mounting structure is designed to be used on residential roof tops. The structure
is attached to the roof top and the photovoltaic modules are then attached to the structure.
The version tested is designed to be used with various types of roofing materials. These
include Spanish concrete tile; flat concrete tile, clay concrete tile, and asphalt shingles.
The attached drawings from the installation manual illustrate the installation process.
The SRS mounting structure is constructed from roll-formed and pressed sheet metal
parts and stainless steel fasteners. The sheet metal parts are galvanized with a Super
Dyma® coating, similar to Galvalume, containing Zinc, Aluminum and Magnesium for
corrosion protection.
Purpose:
The purpose of the Static Load test is to observe that the mounting structure can
withstand a static load of at least 50 PSF (pounds per square foot) in both the
"downward" and "upward" directions as shown in the attached test diagrams. The
"downward direction is used to indicate snow loads and impinging wind loads in a
direction normal to the front surface of the solar module. The "upward" direction is used
to indicate uplift caused by high wind speeds when airflow under the module produces
pressures up to 50 PSF.
Materials:
A test structure consisting of 4x8 and 2x8 timbers as shown in the diagram was
constructed to support the SRS mounting structure. The timbers were arranged for 48
inch on center spacing so that four ND 187U1 modules arranged in two rows and two
columns could be mounted in a portrait fashion. 12 inch x 16 inch rectangles of 15/32
oriented strand board (OSB) were placed on the structural members to simulate the wood
deck of a standard residential roof top. The SRS mounting structure was then installed as
shown in the attached installation manual. Six wood screws were used to attach the
aluminum plate. The 3.15" wood screws were used to attach the plate to the structural
member while the 1.4" wood screws were used to secure the plate to the wood deck.
Once the aluminum plate was attached, the tile standoff and slider were place 4 inches to
the right of the centerline of the structural member using the 5.3" stainless steel screws.
The rest of the SRS components and modules were then installed in accordance with the
installation manual. The talon clips module mountings were placed 8 inches from the
corner of each module.
Procedure:
50 pound bags of construction sand were individually weighed to the nearest 1/10 pound
and marked. A dial indicator with 2 inch range was placed on a block of wood under the
test structure to measure the total deflection during the loading stage. The test structure
was supported by cinderblocks as shown in the diagram. With the test array in the
normal direction (modules facing the sky) sand bags were individually placed on top of
the modules while the weight of each bag was recorded. The sand bags were evenly
distributed so that the array was uniformly loaded to the best of our abilities. Once the
j total load was equivalent to 50 PSF no more sand bags were added and the structure was
allowed to sit undisturbed for 30 minutes. During this time the deflection was recorded
on the dial gage approximately every 2 minutes. After 30 minutes, the array was
unloaded and flipped 180 degrees so that the front surface of the modules was facing the
ground. The test was then repeated in the same fashion placing sandbags on both the
modules and the SRS rails.
Pull Out Testing
I
Pull out testing of individual mounting components was performed on the main
attachment methods for the Sharp SRS system. The tile attachment and flashed
attachments were tested to obtain pullout values for each. The pullout force was applied
and measured. Failure was indicated when the peak load was observed.
March 12, 2007- Preliminary testing was performed. Initial rig used a bolt through the
mount for pull up.
Flashed Attachment #1- Attachment of flashed slider into a Douglas fir rafter through
15/32" OSB. Peak load occurred at 17541bf. However first peak was observed at
-1450pf. Deformation of the slider occurred due to point load from the pullout harness.
Screws were not pulling from the rafter at that time.
Tile Attachment #1- Attachment of tile attachment into aluminum plate and 15/32"
OSB. First peak at -6801bf was observed. This related to some deformation of the
aluminum. Additional Peak at 7641bfwas seen. Then complete failure when screws
pulled out of OSB. Screws attached to rafter were not withdrawn.
March 19, 2007 - Improved rig spreads load onto mounting foot better.
Tile Attach. #2- Attachment of tile attachment into aluminum plate and 15/32 OSB.
Peak load observed at 851 lbf. Failure due to screws pulling out of OSB, deformation of
the mounting plate was observed.
Flash/Rafter- Attachment of flashed slider into a Douglas fir rafter through 15/32" OSB.
Peak load observed was 1693 lbf.
Results:
Per the above cited various test conditions, the tile roof attachment exhibited the least
amount of pull out capability. In the downward direction 62 sandbags were used totaling
3,215 pounds. The total area of the array was 63.8ft2, yielding a load of 50.4 PSF. After
30 minutes the deflection was stabilized at 0.890 inches. The entire array remained intact
and no signs of failure were observed.
In the upward direction 62 sandbags were used totaling 3,213 pounds. The total area of
the array was 63.8ftZ, yielding a load of 50.4 PSF: After 30 minutes the deflection was
stabilized at 0.950 inches. The entire array remained intact and no signs of failure were
observed.
Conclusion
The SRS mounting structure with the tile attachment method exhibited the least amount
of pullout capability but was able to withstand a static load of 50 PSF in both the
"downward" and "upward" directions for 30 minutes with no visible signs of failure or
prolonged deformation. It is therefore concluded that all other tested attachment methods
are capable of withstanding the industry wide acceptable limit of 50 PSF.'
Sincerely 4~,p0 RE~jsT
Greg ley
Licensed Profes onal Engineer 83527
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DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
14609
10/9/02
Property Owner:
Properry Address
Contractor License No.
BARBARA GIBSON
7500 33RD AVE
21423
Company : GARDNER CONTRACTING, LLC
Plumbing License No :
Company :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
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 accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C J and all other applirabl~ at Ri e ordrr i nc work under this p~em/Ji t.
(OWNER)(CONTRACTOR)SIGNED DATE l~e O
Phone : 237-9594
Phone : 303-332-6224
Construction Value :
$3,296.00
Permit Fee :
$97.25
Plan Review Fee :
$0.00
Use Tax :
$39.55
Total:
$136.80
Use :
Description : REROOF 120 SQR INSTALL TAPER SYS. 30 SQR. INSTALL MOD BIT. NO WORK ON 3-TAB
BUILDING DEPARTMENT USE ONLY
~o1~a. 9rSarnmen~s`~ SIC : Sq. Ft. :
Approval :
Zoning :
~wl ~ Gomm~F'er~t~'
Approval: BG
o s $o t
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company :
Expiration Date :
Approvai :
Mechanical License No :
Company :
Expiration Date :
Approval :
Expiration Date :
Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to ihe laws of the State of Coloredo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or anyother appliqble ordinances of the City. (2) This pemit shall expire if (A) the work authorized is not commenced within sialy (60) days from issue date or (B) the building authorized is suspentled or
abandoned fora penod of 120 days (3) If ihis pemit expires, a new pemit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall be paid for a new permit (4) No work of any mannershall be done that will change the natural Flow of water causing a drainage problem.
(5) Contraclor shall notify ihe Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive writlen approval on inspection card before
proceediingwithsuccessivephasesofthejob. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisi~f t bui ing codes or anyother ordinance, law, rule or regulation. . .
J7
Chief Building {~pector
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
234-5933 Date: ~ p/q /o Z
BIIII.,DING~ OF ~ WHEAT RIDGE
r
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
~~LWATION
Property Owner: aAa r a So^
Properiy Address: 7.S CD e: w, 3-3 k (/C Phone : 3 b j
Contractor License No.: Zr{- Z
ComPanY~ Phone: 36-7 Z!~
O WiVEILCONTRACTOR SIGIVATURE OF UNDERSfALVDING AND AGREE[vIENT
I hearby certiff that the setback distances proposed by tlils pamut application aze
accucate, and do aot violate applicebla ordiaances, rula or ragulations ofthe Crt.y
of Wheat Ridge or covenanfs, easementx or ruhictions of record; thaf all
measuremeuts shown, and allegations made are acciuate; tLat I have tead aad
agree to abide by all conditions printed on flils applications and Wat I assume fiill
responsi6iliry for compliance with the Whea# Ridge Building Coda (UB.C) and
afl ather applicabla Wheat Ridge Ordinances, for wo'umdertliis pa:mit.
COILS'tIUCY10Ilv3lu0: 0 0
Permit Fee:
Plan Review Fee:
TTeP Tax-
TOL21:
(OwMERXCONTRACl'OR): SIGNHD DATS
Description: ~ E' lE'i0 f , I~VI af f T✓~L ~ ~~C ~ J Y~,
38 ~ ~~r~~r n~~D T-
_
BUII.DING DEPARTMENT USE ONLY
SIC: Sq.Ft.:
Apprwal:
Zoning:
,
Approval:
Approval:
Occ~~an-cp: Wa1Ls: Roof: Stories: Residential Units:
~ I
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Espiration Date: Espiration Date:
Approval: Approval: Approval:
(1) 1'Lis pennit was issued in azcordance with tha pxovisions set forth in yms applicaGm and is su6ject m Ne laws of the State of Colomdo eadto the Zming
Regula4ons a¢d Build'mg Code of VJhwtRidga, Colomdo or my othm applicable ordinanees of the City.
(2) Tftis paaxnit shall expue if (A) tha work authotized u not commeoced witLin aMy (60) days from issue Tate ox (B) the bvitAiqv authorized is saspmded or
abando¢ad for ape¢od of 120 days.
(3) If Wis peraiit wcpixes, a new pennit may be acquired for a fee of ono-helf fhe amou¢t normally required, pmvided no changes bava Seen ar wil16e mada in
theoriginslplavsandspecificatioKanda¢ysuspensionmahandonmcntLasnotwcceededone(1)year. Sfchavyeshavebee¢orrt'suspeosionoiaLa¢donmmt
esceeds one (1)year, fullfew s1wLL be paidfu anewpeanit
(4) Noworkofanymaonershallbedoaethatwillchavgethenatumlflowofwaterwusingadeainayeproblem.
(5) CoatrxtorshallnotifytheBidldinglnspecWitwenty-fovr(24)hmnsinadvavicefrcallinspx4onsmdshall xeceivewdttmappiwatonmspectioncazdbeface
proceedingwith successivephazes ofNejob.
(6) The issuanee of a pcrnait ar tha appcwal of dmwing md specificaiioas shall not 6e coashuad to ba a pmnit for, nor aa apprwal of, anyvida4on ofthe
pcwiuoas ofiha building codes s azry othec ocdwaneq law, xule ormgulaCan. .
Chief Building Inspector