HomeMy WebLinkAbout3051 Union Street` City of Wheat Ridge
Residential Roofing PERMIT - 201704499
III
V PERMIT NO:
201704499
ISSUED:
07/20/2017
JOB ADDRESS:
3051 Union ST
EXPIRES:
07/20/2018
JOB DESCRIPTION:
Residential Re -roof
to install
Owens Corning Storm Duration asphalt
shingles with 25 sq.
*** CONTACTS ***
OWNER (720) 369-4568
SEKIRNJAK CHRISTIAN
SUB (303)761-6400
J. Bretz
018118 Excel
Roofing, Inc.
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA /
SUBDIVISION CODE:
2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#:
Unassigned
0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION:
13,453.08
FEES
Total Valuation
0.00
Use Tax
282.51
Permit Fee
267.70
** TOTAL **
550.21
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
�(7 6 zf-i4`n
pp ��„ S�- = INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Occupant /y Type
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Date.' Inspector Comments
Foundation Inspections Initials
Pier
Concrete Encased Ground (CEG) `
rounaauVll / r- -F-. LGllcl
Do Not Pour
Underground/Slab Inspections
Concrete Prior 10 Approval
Inspector
Date Initials
i I C rJ . ��� ����••�
L--''� o s
Electrical
Wall Sheathing
Sewer Service
Plumbing
Mid -Roof f
Do Not cover unser rouriu ui
Rough Inspections
uviv-1111-
Date
--�•
14— Inspector
Initials
•- - �• - -
Comments
Wall Sheathing
Mid -Roof f
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Inspector
Date Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW &Drainage /Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof`
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
.,..,ioto i from the Fira nigtrirt and electrical low voltage
-For iow voltage permits — riucov vc r-.- - - -
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
� r City of Wheat Ridge
Residential Roofing PERMIT - 201704499
PERMIT NO: 201704499 ISSUED: 07/20/2017
JOB ADDRESS: 3051 Union ST EXPIRES: 07/20/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Storm Duration asphalt
shingles with 25 sq.
*** CONTACTS ***
OWNER (720)369-4568
SUB (303)761-6400
SEKIRNJAK CHRISTIAN
J. Bretz
018118 Excel Roofing, Inc.
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE: UA / Unassigned
SUBDIVISION CODE:
2404 / APPLEWOOD
KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION: 13,453.08
FEES
Total Valuation
0.00
Use Tax
282.51
Permit Fee
267.70
** TOTAL **
550.21
'
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
ti. 1 A 10(
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Roofing PERMIT - 201704499
201704499
3051 Union ST
ISSUED: 07/20/2017
EXPIRES: 07/20/2018
Residential Re—roof to install Owens Corning Storm Duration asphalt
shingles with 25 sq.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans
and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4_ No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a pe not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or r ation0f t icti .4A roval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz �I? 4q z?
From: no-reply@ci.wheatridge.co.us
Sent: Wednesday, July 12, 2017 2:08 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Danny
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
3051 Union St
Chris & Deborah Sekirnjak
720-369-4568
Property Owner Email Field not completed.
Address
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name Excel Roofing, Inc
Contractor's License-€R@l5-i OVd— 6 l �_ C 1
Number (for the City of
Field not completed.
Wheat Ridge)
Contractor Phone
3037616400
Number
Contractor Email Address
excel@excelroofing.com
Retype Contractor Email
excel@excelroofing.com
Address
DESCRIPTION OF WORK
Field not completed.
Are you re -decking the
No /
roof?
25
Description of Roofing
Owens Corning Storm Duration Shingle
Material
Select Type of Material: Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
25
material selected above?
Does any portion of the
No
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
TOTAL SQUARES of all
25
roofing material for this
proj ect
Provide additional detail
Re -roof house
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract
value or cost of ALL
materials and labor)
13453.08
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant James Bretz
Email not displaying correctly? View it in your browser.
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ifs
44i S`FEDE"L, BLVD ENCLiiEWOOD C0 80i O 761.64W
Proposal
YContmet
Date: 711/2037
Proposal submitted to: Chris & Deborah Sekirmia►k
Address: 3051 Union Street Wheat Ridge, CO 80215
Phone #: 303 942-0264 email: chris.sekimjak@gmdil.com
Job Style: gable
We hereby proposetofurnish materials and labor necessary for the completion of:
I. Iustailation of lite, Owens Corning Duration Storm Limited Life - Goss 4 impact rated
asphalt roof system installed pet the tmanuEectures recommendation 1„aai her.: color: tbd
A, Provide Workraan's omp and Iaabdity lesurance. (Acord Ins 303-7624717) and Pinaacol ins.
B. Obtain
bwld'W# permit From city or county. (cost not -included)
C. Provide Carbon Monoxide Alarm at start of pto ject-
D. Remove an layers ofexisting roofing, cuaeutlyhast 1
E. Inspect Roof devlmW, $ 55 Per sheet to replace if needed.
F. Ensure that all eaves and gables.have metal drip edge. iWry
G. install New shingle, undc&yment(a) that meet or exceed code: Synthetic
X. "Ensure all HVAC vents am properly flashed & painted. Install &-Paint new neoprene flashing on all Plumbing vemt Pipes -
I. Install asphalt shingles to manufacturers recommendations with VA inch galvanized nails, 6 nails Per shingle.
J Attie vemtilatioa: Excel Roofing re romnl=d
K. Install, matching ridge shingles
.. Final inspection with Project Manager at completion of project and call for Lina] permit inspection.
' vrRinaus`btli ia` garafaute+eil "t`or >r% �5)"3+`oa"rs: Frei tr`susfe:r to new owner.
ILL Excel Roofing will clean up, use nail. magnet and haul all debris at completion of project
III, Excel Roofing will wash theroofat completion of project.
➢ Additional items:
State Farm supplement for cost of 12" furnace cap to be added to below roof total.
Arty and all Unforeseen Code Upgrades, supplemental iters and permit fee will be
billed to the insurance company, If It is an insurance claim and the policy allows.
Excel Project Manager:- lob kiyce Email: Bob@exceiroofing.com Phone #: 303-905-1100
Excel Roofing
IAfn'— — T— of 7t
vveIeUri IupVJit
IV. Home and Roof Options:
Cost for removal and replacement of Roof, including all labor and materials. $ 13,453.08
Replace 145 Feet of 5 inch gutter 40 Feet of D/S Color. Cream $ 1,324.11
Cost to upgrade to a Limited Lifetime Class 4 impact rated shingle Free
Cost for additional attic ventilation if needed $ -
Cost to replace flat roof area with: Color N/A $ -
Cost to add 0 inches of blown in insulation on top of the existing attic insulation. $ -
Cost for any additional items noted on the 1st page of the contract. $ -
Payment Options; *Please initial next to the payment option of choice*
A: Payment using financing:
*Payment plan options, WAC* Amount to be financed $ 15,663.82
*Please note that Excel does not make any additional money on these fees & loan Dealer # 11545 ph ## 866-393-0033
12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest
($1,305.32) ($317.53) {$189.96}
Initials lnitiak initials
8: Payment Using Credit Card:
Cost of Project if paid by creditcard This price reflects the 3% convenience fee $ 15,220.51. inulols
C: Payment by cash, check or secured funds = $ 14,771:19
Initials plus permit f m
Terms: 100% Payment due upon completion of each phase of work
Total Cost does not include City/County Permit fee. According to Colorado law if the services provided are paid through an insurance claim it
is illegal fora Contractor to pay the homeowner's deductible in whole or part, also any deposit paid by the Homeowner must be held in trust.
The homeowner may cancel this contract at any, time prior to construction. If the material has been delivered or the permit has been
purchased then the homeowner shall be obligated to pay the delivery and permit costs. The homeowner may also cancel this contract if they
are notified that their claim is denied in whoie.or part. Ali work to be completed per standard industry practices according to specifications
submitted. The homeowner agrees that if any additional work is required to complete the above specifications involving extra cost they will
pay theseadditional charges. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owneragrees to carry
regular homeowners insurance. Excel Roofing will not be held liable for any structural movement, settling, cracks in drywall; damage to
driveway, or any damage to siding due to the roofing or loading process. Finance charges of I% percent per month will be added to any
unpaid balance. In the event collection action 9 taken to recover payment underthis agreement, Excel Roofing, Inc., should be entitled to
reasonable collection and attorney fees and costs incurred in such action. Excel Roofing's liability insurer is Cincinnati Insurance Company,
6200 S. Gilmore !toad; Fairfield 'flH 45014-5141: `fhis proposal nia be withdrawn Excel if -not acre ted within The a" noiirrrnate
P p y by P —7—days. PP
start date shall be within-60—days of acceptance of this proposal
Bob Joyce Project Manager
Date: 7/1/2017 Cell Phone ## 303-905-1100 303-761-6442 Fax
Acceptance of Contract
'Ihe above price, spedfications and conditions axe satisfactory and ate beteby accepted. Excel Roof % Inc. is berebyauthotmed
to do the work as speafied and payment will be made to Excel Roofing, Inc., as outlined above.
RfntedNamle C h+N $ �1 ; t � j Tide tl0Mf-,yr.vi8---
SLO12ature i .Date
Excel Roofing
IAM' .a — r— of l+
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A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line V (303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 9-0 P
Job Address: 0.5 am i GLV
Permit Number:
�7 osl&L
U F
❑ No one available for inspection: Time LfG A M
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303 -234 -
Date: 7. G?' - / ^ Inspector:
DO NOT REMOVE THIS NOTICE
CI ty cis
Wheat FZ4,icl e,
Building & Inspection Services ivision
7500 W. 2 0' ,ve., Wheat Ridge, CO 80033
Office: 303-235-2355 * Fax: 303-237-3929
M
FOR OFFICE USE ONLY E .
Data,
lila its
0 tD Z. -
Plan Review Few
Inspection Line: 303-234-5933
Building Pei i i
..A�
please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.
Property Address:
Property Owner , mail.
Address;
Mete,
MIS fpA)Fzr
Contre> anew Sol 740
Contractor E-mail Address:
lectr l: 'lumbing: Mechanical:
W,R. City License W.RI City License ## W.R. City License
Other City Licensed Stab. Other City Licensed Sub
City License ## City License ##
Complete all information on BOTH sides of this form
ELECTRICALNEW COMMERCIAL STRUCTURE ..,
NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL
ADDITION RESIDENTIAL ROOFING
RESDENTIAL
N WINDOW REPLACEMENT
COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT
Ff-ECTRICAL SYSTEM/APPLIANC REPAIR or REPLACEMENT
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LG NeON"
LG',s r rnodWe, LG NeON"" 2, a1pts CeHo technc)(ogy.
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to enhkan,,,':e power output and reliabiUtfr LG� NeON",' 2
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40 +9v
Maximum System Voltage (V)
Maximum Series Fuse Rating (A) ..
20
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Power Tolerance (;E) � _,.
O, 3
" STC (Stwdar i Test Candw t=) i—d,a— 10,07 Wfm . AReaGu4e ieasemmsxtcnv 25 *C. ANI 1-5
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M,49,1mr: to 10,00 WIM rr -2,0%,
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Maximum Power
MPP Volta (Vm ) 30 �t
_30A
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MPP Current (lin rf?,e. 7,58
n areoit Vc ita Vac 17.6
Short Circuit Current (ISO 8.05
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01110412015
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SE300OA-US SE380OA- US / SE500OA-US / SE6000A-US
SE760OA-US SE1000OA-US / SE1140OA-IJS
USA ..-,,,ERMANT'ALY - FRANCE -,WAN - CHNA .. AUSTRAUA T 4E NETHM.ANDS , 6RAEL www, sola redge, us
Single Phase Invertersfor North America
zu'Aar= SE300OA- US/ SE380OA- US/ SE500OA- US/ SE600OA- US/
Nominal AC Power Output 3000 3800 5 � 6000 � 7600 9980 @ 208V
1140?
Max AC Pager Output 3 0 0 s 415U 5400 { 2i}8V � E 000 � 8350 12000
@ 208Vt 12
�' s4sQ,0240. <..... ..... . ...... <...., 1,0950, Z4av
AC Output Voltage Min taint Max,M $ � �
183 20 229 Vac..,.....,< ...... .,.......
AC Output Voltage Mm Nares Max iii
211 240 264 Vac vr
�.... ......... ........... ...... .
M
V..<.
AC Frequency Min Nom Max
3/4 minimum / 16-6 AVva
593 601 60 ,5 (with Hi country sethno 57 60 60,S)
3/4 rrtsnintcteri / 8-3 AWG
Max Continuous Output Current
22 5
16 24 2Q V 25 32
48 C� 20it3V �
17,1
A
I 21 240V .... .,,..
42 2AiJV
with 5a{k,' Swt1'Cl'i
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3015x12.5x?.2/77Sx315x 84
GFi7I Threshold
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.............».
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pi'ianleYiSiQnS
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tJt i'tty Monstarang istandsn Prertect7on Country
CcanhRuiabRe Thresholds Yes
weight with Safety Switch 9 51 2
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INPUT
lb / kg
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51ii6750i31t10i lC?2501
.,..........i,., 675
135Lt{3
1535fJ
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irons{owner-teas Unrountied
Natural Convection
,...,... ........ ........ ...
Yes
..... ...... ....A53
Max lnpuiVadta e...,..'.,...
fan (user
Udt...
Nom EkC Eitput VottaRa
325 @ 208V / 350 C 240V
N Ise
.. .
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Max Input Current` t
9,5
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Max input Shari Crrcuat Current.
45
isr for other reRBonz6 xettiroRa please con#art SolarEdite support.
Adc
Reverse PaGarrty PrcaCectton
Yes
<tt A highee cu,vent source may 6e used, the inverter will lir ii its mput current
........
Ground Fault isolation Detectton
6i1Qkz Sensitivity
5E76RitA-t5002NNRZ).
tMa,irnumInverterEfficiency
977...,..
X63.., R..,,..
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97 5
., ..
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l
96 97 } 97 5
19,75
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97.5
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..
., ,.. ., 1.»<*ttJtl .t ....... 3. ...,.,.,
..91.. 0,.d4gy A-
.. .... ...
.... ...
Nighttime Power Consumption
<2,5
S <4
w
Supported Communicat' Irster€ ces
Revenue Gracie 01ata,
ANSP C22 i
Rapid Shutdown --NEC ZVJA 6911.12.. (.... Fuatet
Safety........ ...................» „.....,.....,..... ,...
Grid Connection Standards
0Plir�`Y"# A Y A"f'@/4%.@ CYeCS"'l TBP•A9'[d°S A4i^
848x, 852'32 Ethernet Zag9ee (optional) i
Optionalirr .. j..... ,..,,
enabled when S olarEdee rapid shutdown kit is instalied '°i
UL1i41 UL16998 UL199i3 CSA 22 2
tEEE1547 }, ...
FCC taart15 class 8
AC output cosaduit size / A Ca range »
3/4 minimum / 16-6 AVva
1
3/4 rrtsnintcteri / 8-3 AWG
LSC input conduit size / as strias
P / (
3/4.,minintunn/1 2strin s/16.6AiaJC�...<...,..,..
S.
3/4 minisritsm / 1 2 strings /
I
AtiaaCarsion
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with 5a{k,' Swt1'Cl'i
� �
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/
pi'ianleYiSiQnS
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7Ta x .5 Yf .26L1
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weight with Safety Switch 9 51 2
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/ 23 2 54,7/24,7
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i
. .....<.,. ,.. ....
.,
convection
Cooling
Natural Convection
and internal
Fans (uses- replaceable)
fan (user
,
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.. .
<2a
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...
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....... �., .. I. ... ..,.
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..
, ..
Protection Rat ng ... , ......
NEMA 3R
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<tt A highee cu,vent source may 6e used, the inverter will lir ii its mput current
to the values stated.
"Revenue grade inverter WIN: SExxxxA,MS000ruR2 (fo, 76WW rave er
5E76RitA-t5002NNRZ).
a, Raaad shutdown kit WIN. SC100 -RS&SL
"As vereson FIN: 5ExxxxA,VS000NNU4 Irv, 7f DOW inverterSE7600A•US 02NNUeu,
Power Optimizer Specifications - P300 / P350 / P400 / P405
M Rated STC power of the module. Module of up to t5% power tolerances snowed
Introducing
SOLKLAMP Ground Bolt
These bolts are designed for solar module grounding applications using solid copper
uninsulated 6 AWG to 12 AWG wire. The grounding assembly consists of a wire bolt (wire slot
on one end and threaded post on the other), wire binding hex nut, and mounting hex washer
nut. The grounding assernbly is used with metal -framed photovoltaic (solar) panels and
related products that require grounding for safety reasons.
7 Tyco Electronics
Our commitment, Your advantage.
Cettificato
,u riFleet:
Unira Inc., nis, Inc
1.411 Brrad NE 1411 Broadway NE
Albuquerque 14M 87102 Albuquerque NM 87102
A; US
T"te'd tw Subject 2703 No. 2 (11-13-2012)
Model Designation: SolarMount (SM)
Maximum Size of PV Module: 65" long and 39.125" wide
Maximum stem'Voltage of PV Mai 1,0VDC
Maximum overcurrent protection io.a rating n PV Module: le: 0
Fire Rating: Cnass A when installed with
Type ;ire rated modules,
Type 3 fire rated modules,
Type 1.0 fire rated niodules.
(continued)
Appendix: 1,1-4
Licensed Ttst mark;
TOVRhaintand
Dow of ." t
{day/molt'
19/12/2014
n RWn41W PTL, LLC, 2230ftulh ) Sftw, Twma, Fsexcm s 8152W,TW t480)9% # 700, Fad (M) 314-
111 11111111
Urense 11c4der, Manufteturing Plant
Unirac Inc. Unirac Inc.
1411 Broadway NE 1411 Broadway NE
Albuquerque NM 87102 Albuquerque NM 87102
USA USA
fe-stri ortno.-IAA-31440029 001 Okut Refertaft:Joh `a Nagyvary
Ttsted to: Subject 2703 No. 2 {11-13-2012}
M Lkenst Fte - Units
(continued)
Modules Evaluated & Qualified for Electrical Bonding:
AU Optronics (BenQ Solar) PM Series
Canadian Solar C35A-M, CS6P-M, CS6P-P, CSX -P
Centrosolar America C - Series, E -Series
ET Solar ET AC Module, ET Module
flanwha SolarOne FSL 60
Hyundai, Heavy Industries MG Series
Kyocera KD -F !�eries
LG Electronics Mono Neon, Mono X
Phono Solar Technology All Standard Modules
(continued)
Appendix: 1,1-4
Licensed'rtst mark.
M
Date of Issue
(dayfta�yr)
Lopezglens Associates
Consulting Structural Engineers
March 10, 2016
To: City of Wheat Ridge Building Department
Re: Flush -mount PV Installation on Existing Residence Engineering Project 8. S16152
3051 Union Street
Wheat Ridge, CO 8021.5
Puns Examiner,
This letter is to state that I made a general review of the existing roof structure in reference to supporting the
paint loads from the proposed solar panel racks and supports. The roof will be subject to design loads of 30 psf
ground snow load, and a wind load (V.,) of 105 mph -sec. gust, exposure C. The panels will add a dead load o
A psf .
The review confirms that the existing structure is adequate to support these loads, with the following
assumptions.
The PV panels will be located at least 1.2" away from all edges of the roof plane, and will not be more than 1.2"
above the roof. PV panel mounts (UniRa L -feet, or equivalent) from the panel rails should be spaced at "
maximum. Vertically -adjacent meronts should not bear on the same truss but should be staggered over every
other truss (wherever possible) so that each truss under the panels supports some load. The mounts should be
attached to the 2x truss top chord with 5/16" -diameter stainless steel lag screws with a minimum penetration
into the center of the 2x's of " each.
Each truss that supports a mount is assumed to fasten to the exterior bearing plates with a Simpson H2.5
hurricane tie, or equivalent. All other panel and rail connections are to be installed per the manufacturer's
recommendations.
It should be noted that only a portion of the roof structure was observed. We do not assume responsibility for
any construction flaws or defects that may currently exist or are caused by the proposed installation.
Sincerely, t
:s
Ian M. Smith, P.E. A.
2400 Central Ave., A-1 North, Boulder, CO 90301 (3413) 447-281 fax (303) 7-28.14
Stipulations: 11 x 9 Deck.
This certificate verifies that the building constructed and/
the use proposed of the building and/or premises, under t
above permit number and on property described below, does compl
with the Wheat Ridge Building Code and development standards
the zone district in which it is located and may be occupie
All other licensing requirements for the City must be met. I
Owner: ROBERT JOYCE
3061 UNION ST
WHEAT RIDGE CO 8001
Contractor: Victor Payan
4930 BROADWAY
DENVER CO 80216-2034
t
Code Editions
2,012 ICC/2011
2006 I11C/2011
2006 ICC/2005
Other
NO change shall be made in the USE of
NEC this building without prior notice
NEC and a new Certificate Of Completion
NEC from the City • Wheat Ridge.
g Inspector 1-1111 -ring Administrator
Stipulations: Basement Finish, Foundation Repair (#201301148),
Re-Roof (201301149), and Upstairs Remodel to
Include Kitchen, 2 Baths, Framing, Drywall and
Finishes.
This certificate verifies that the building constructed and/or
the use proposed of the building and/or premises, under the
above permit number and on property described below, does comply
with the Wheat Ridge Building Code and development standards of
the zone district in which it is located and may be occupied.
All other licensing requirements for the City must be met.
* * 0
Owner: ROBERT JOYCE
3061 UNION ST
WHEAT RIDGE CO 80033
Contractor: Victor 'a an
4930 BROADWAY
DENVER CO 80216-2034
For the Following Purpose: Residential Remodel
Mr. Robert Joyce
3051 Union Street
Lakewood, Colorado 80215
Re: Foundation Repair
3051 Union Street
Lakewood, Colorado
BHSC Project Number: PO4046
Dear Mr. Joyce:
Mr. Todd Bernshausen of our office conducted construction observations at the above referenced
home address on September 6, 2013 and September 9, 2013. The purpose of these observations was
to review the installed helical screw replacement piers and assess the existing condition of the
concrete foundation for preparation of foundation lift operations.
In our professional opinion, upon the proper completion of the recommended the foundation wall
repairs and modification described above, the repair preparations have been installed in a
workmanlike manner in accordance with the intent of the repair plan provided by our office.
L.ifting operations may commence. lift the structure sequentially allowing no more than ' A "
differential between lifting stations until the foundation is even with the highest existing point and
level within V2" tolerance, and V4" within 20' length of wall.
BHSC established 2002
Structural Engineering Structural Evaluations Special Problems
Page 2 of 2
Additional Recommendations
1. (and final verification from engineer) fill the void
space between the existing drilled concrete piers (about 1'-0" length of wall) and the bottom
of the concrete foundation wall with concrete and/or 5,000 psi non-shrink grout.
As our opinions are based on only a visual observation of an existing structure, Berns Hausen
Structural Consulting, LL C, will not accept any liability for hidden construction defects, or design
flaws that may exist within the building.
If you have any questions or require additional comments, please call our office (303-755-7138).
For
H
MMEMMMMM
(P
BHSC established 2002
Structural Engineering Structural Evaluations Special Problems
SCALE: NONE
m
Structural Engineering Services
March 9, 2014 2
Mr. Robert Joyce
3051 Union Street
Lakewood, Colorado 80215
Re: Foundation Repair
3051 Union Street
Lakewood, Colorado
BUSC Project Number: PO4046a
In our professional opinion, the completed foundation repairs, and other items as noted above, have
been installed in a workmanlike manner in accordance with the intent of the repair plan, and
recommendations provided by our office.
Our opinions are based on visual observations of completed portions of the work, as described in our
previous letter (dated 9/9/2013), as well as a review of construction photographs (as noted above)
provided by the contractor.
As our opinions are based on only a visual, observation of an existing structure, Berns Hansen
Structural Consulting, LL C, will not accept any liability for hidden construction defects, or design
flaws that may exist within the building.
If you have any questions or require additional comments, please call our office (303-755-7138).
BFISC established 2002
Structural Engineering Structural Evaluations Special problems
�' i �! `' I
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Single Family Residential t.JllCONlCl'Cd Decks andilorches
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Wheat Ridge Building Department
proved
.27
VILMMMFICLAL DATE
Validity of permit: The Issuance of a permit or approval of plans, specifications
and computations shall not be a permit for, or an approval of any violation to
any of the provisions of the building code or of any City ordinances. A` t` c r A
Permits presuming to give authority to violate or cancel the provisions of the
building codes or other ordinances of the City shall not he valid.
B 4
GC ?�-e.�
Work shall comply with the
following codes: 2006 IR C, 2006
IECC & 2011 NEC.
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept.
Date:! l
Signed: Plan checker
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All dimensions and sj7-e designatiorn
must be verified on the site to fit job Design drawings are provided Designed:
client accepts these drawings as is; for ttie fair use by the client or Printed 11
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Can use #*m on its own nsk. ;., his age co mpleting
N # F as list within this contract
Design: Union 11 -5-13 Drawing #; 1
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WheatRkige Building Department
pproved
0 /
SUI DATE
Validity of permit: The M111AM Of permit ar epprovatd plans, specifications
and computations SrIaN not be a permit for or an approval of, any violation to
any of the provisions d the building code or d any City ordinances.
Permits presuming to give authority to violate or cancel the provisions of the
Wilding codes or other ordinances of the City shall not be valid.
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Work shall comply with the
following codes: 2006 IRC, 2006
IECC & 2005 NEC.
9
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Handrails shall be provided on at
least one side of stairs at a height of
34" to 38" measured vertically from
the tread nosing.
In enclosed usable space beneath
stairs, min. 'r /2 drywall is required
on underside of stairs and on
adjacent walls.
Glass less than 60" above tub floor
is required to be safety glazed.
Walls in shower shall have non-
absorbent finish to 6' above floor.
Egress window(s) required
complying with R310 of the 2006
I for size, height, location,
and ladder requirements.
Carbon monoxide detector(s)
required within 15 ft of all sleeping
areas.
Smoke alarms shall be required in
each sleeping room and outside each
sleeping area per 2006 IRC, Section
313.
Direct connect smoke alarms are
required.
umlets in nearooms snalroe arc
fault protected.
Outlet type, location and spacing
shall comply with 2006 IRC and
2005 NEC.
Minimum 50 CFM exhaust fan ided
vented to exterior shall be P lov
in toilet rooms and bathrooms.
Combustion air ducts within 12" of
ceiling and floor, sized at the rate of
I sq. inch per 2000 BTU's, are
required.
Shutoff valves required on lavatories
and water closets.
A minimum of 21" of clear space is
required in front of lavatories.
Minimum 30" clear area for toilet is
required with minimum 15" from
center to sidewall on each side.
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ScAI -E: I AP ?:;OV ZD �`l: DRAWN 9Y:
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DATE REVKEO
DRAWING NUMBER '
Melissa Macke
0
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Building er Application
Plea om p ete all highlighted areas on bath sides of this form. Incomplete to ppli ations may not be proc essed.
. �vd
Complete all information on BOTH sides of this farm
Project Value: (Contract value or the east of alI materials and labor included in the #VJ1r prejectj
OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby cert ify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
re lations of "the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for cork under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on tit application to list that entity on this application.
CIRCLE hE ? (0 " N : (CONTRACTOR) (A t t? 7I �14'Trt III E} 'try (OWNER) (CONTRA
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Handrails shall be provided on at
least one side of stairs at a height of
34" to 38" measured vertically from
the tread nosing.
In enclosed usable space beneath
stairs, min. Y2" drywall is required
on underside of stairs and on
adjacent walls.
Required guards shall not be less
than 36" in height and shall not have
openings greater than 4 ".
Glass less than 60" above tub floor
is required to be safety glazed.
Unprotected wall openings between
garage and residence are not
permitted. Separation using
=minimum of `/z inch drywall is
aired.
Drywall on garage ceilings beneath
habitable space shall be fastened at a
max. 6" on center.
Carbon monoxide detector(s)
required within 15 ft of all sleeping
areas.
Smoke alarms shall be required in
each sleeping room and outside each
sleeping area per 2006 IRC, Section
313.
Direct connect smoke alarms are
required.
Outlets in bedrooms shall be arc -
fault protected.
Outlet type, location and spacing
shall comply with 2006 IRC and
200Y NEC.
Al u
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dinimum 50 CFM exhaust fan
vented to exterior shall be provided
in toilet rooms and bathrooms.
Combustion air ducts within 12" of
ceiling and floor, sized at the rate of
I sq. inch per 2000 BTU's, are
required.
Shutoff valves required on lavatories
and water closets.
A minimum of 21" of clear space is
required in front of lavatories.
Minimum 30" clear area for toilet is
required with minimum 15" from
center to sidewall on each side.
Water hammer arrestor shall be
installed at quick closing valves
2006 IPC 604.9.
Tub motor /heater shall be accessible
through panel.
In accordance with 2006 IRC, y�
Section R308, safety glazing is
required where indicated on plans.
Egress window(s) required
complying with R310 of the 2006
IRC for size, height, location, well
and ladder requirements. 4 -11
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Wheat Ridge Building Department
Approved
BUILDI DA
Validity of permit: The IssWnee of a permit or approval of plans, specifications
and computations shall not be a permit for, or an approval of, any violation to
any of the provisions of the building code or of any City ordinances
Permits presuming to give authority to violate or cancel the provisions of the
building codes or other ordinances of the City shall not be valid
a.t•1 i .7
! Subject to Field Inspections
Wo Ridge Bu #ding Dept.
ehecker
Work shall comply with the
following codes: 2006 IRC, 2006
1 PCC & 2061 NEC.
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Building FOR OFFICE USE ONLY
it Application
** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.
Property Address: J21 Cl lb"
9MMM7qWMM7WTMMnr Man property .rs
Complete all information can BOTH sides of this fi
t
EXCAVATE SITE SOILS AS NEEDED TO
ACCESS BOTTOM OF FOUNDATION WALL
UNDERPIN/ LIFT BRACKET
r (A.B. CHANCE— OR EQUAL)
'v
t EXISTING CONCRETE FOUNDATION WALL
ON DRILLED CONCRETE PIERS
LIFT SYSTEM AND HARDWARE PER CONTRACTOR
ESTABLISH/ VERIFY 4" VOID
z
IL HELICAL SCREW PILE:
? MIN. (FACTORED) LOAD CAPACITY= 30K
MIN. PENETRATION= 25'• (OR REFUSAL)
N MIN. TOR UE= FT LB +
INSTALL PILE TO COMPLY WITH
ALL MINIMUM VALUES NOTED
BLADE PER APPROVED INSTALLER COMPANY
52' -0"
NOTE ALL DIMENSIONS ARE
APPROXIMATE — FIELD VERIFY
PATIO SLAB
14'51 i 14*— 6J*
LIFT +5.4 ( LIFT
_
m
1
0
N
GARAGE
(SLAB ON GRADE)
REMOVE SLAB AS NEEDED
TO ACCESS BOTTOM OF
FOUNDATION WALL
SEVER SLAB FROM
FOUNDATION WALL
4
Wheat Ridge BuiMMS Department
ppro"d
BUIL0W6FF1CW DATE
Valldity of permit: The belW= d a pemrg or approval d plans, specifications
and computations shall not be a permit for, or an approv d, any violation to
any of the provisions of the building code or of any City ordinances.
Permits presunAng to give authority to violate or cancel the provisions of the
building codes or other ordinances d the City shall not be valid.
APPROVED
Subject to Field Inspections
Wheat Ridge Building Dept,
Date:
Liki
LIFT +11'
LIFT DIMENSIONS ARE
APPROXIMATE— RESULTS
OF LIFT SHALL PROVIDE
LEVEL FOUNDATION
SYMBOLS
O
EXISTING DRILLED CONCRETE PIER
C
O
PROPOSED HELICAL SCREW PILE
C co
WITH WALL LIFT HARDWARE
I LIFT +12.4"1
CRAWL SPACE
REMOVE SLAB AS NEEDED
TO INSTALL WORK
11' -6"
11' -6"
LIFT +1.2
1=1
EXISTING CONCRETE
FOUNDATION ON DRILLED
CONCRETE PIERS
ll LIFT 2.6," 1
BASEMENT
(SLAB ON GRADE)
REMOVE SLAB AS NEEDED
TO ACCESS BOTTOM OF
FOUNDATION WALL
LIFT +9.4" ._. LIFT +7.7' LM LIFT +6.3" LA,
INSTALL HELICAL SCREW
PILE W /30,000# BEARING
CAPACITY. (TYP)
APPROX. 15 REQ.D
Work shall comply with the
following codes: 2006 IRC, 2006
IECC & 2005 NEC.
Foundation inspections shall be
performed by the engineer of record
and verified to the Building Division
by wet- stamped letter of approval.
FOUNDATION LEVEL PLAN
S1 I SCALE: 1/4 "= 1' -0"
PROPOSED FOUNDATION AUGMENTATION AND LIFTING
OPERATIONS SHALL PROVIDE PROTECTION OF EXISTING
STRUCTURE AND FINISHES.
CHIMNEY FOUNDATION
SHALL BE ADDRESSED
P ROFESSIONAL LI LIMIT OF BERN8 H AM STRUCTURAL CONSULTING L
JNLESS OTHERWISE PROVIDED WITHIN THE PROJECT CONTRACT DOCUMENT SIGNEI
IY THE CLIENT AND TODD BERNSHAUSEN, THE LIMIT OF PROFESSIONAL LIABILITY
'OR ALL STRUCTURAL ENGINEERING PRESENTED WITHIN THIS DRAWING SHALL BE
iNGINEERING SERVICE FEES RENDERED TO BHSC FOR THESE PROJECT PLANS.
GENERAL STRUCTURAL NOTES
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 EDITION AND THE
OF CITY OF LAKEWOOD, CO AMENDMENTS TO THE IBC.
1) LIVE LOADS USED IN DESIGN
A. ROOF.. .. . . . . . (SNOW) . . . . . .. .... .. . 25 PSF
B. FLOORS (RESIDENTIAL) . . .. . . . ..... . . . 40 PSF
C. WIND . . . . . . . (V3S) . . .. ... . . . . . . 90 MPH, EXP. 8
D. SEISMIC CATAGORY . . . . . . .. . .. .. . . . . .. . . . . g
2) DESIGN CODES
A. IRC 2009 EDITION (AND IBC 2009)
B. ACI BUILDING CODE (LATEST EDITION)
C. NDS (LATEST EDITION)
3) UNDERPINNING CONCRETE FOUNDATIONS:
A. FOUNDATION UNDERPIN DESIGN IS BASED ON THE PRESUMMED EXISITNG
DRILLED PIER FOUNDATION BEARING SYSTEM (AS OBSERVED O CRAWL SPACE)
B. UNDERPIN PIERS SHALL BE HELICAL SCREW PILES LOCATED AS DEPICTED
ON THE PROJECT PLANS.
C. HELICAL SCREW PILES SHALL BE DESIGNED AND INSTALLED BY CONTRACTOR
HAVING A MINIMUM OF 10 YEARS PRACTICAL EXPERIENCE WITH REPAIR
PROJECTS USING HELICAL SCREWS PILES— AND FOUNNDATION LEVELING
PROCEDURES.
D. RECOMMENDED PROJECT PROCEDURE:
1.— CONTRACTOR TO PERFORM RELATIVE ELEVATION SUREY TO VERIFY EXISTING
ELEVATIONS DEPICTED ON THE PROJECT PLAN.
2.— EXCAVATE BACKFILL SOILS AS NEEDED TO ALLOW FREE ACCCESS TO THE
BOTTOM EDGE OF ALL FOUNDATION WALL ELEMANTS.
3.— LOCATE ALL EXISTING DRILLED CONCRETE PIERS , OR OTHER FOUNDATION
ELEMENTS AS APPLICABLE. NOTIFY ENGINEER IF FOOTING FOUNDATION IS
ENCOUNTERED. DO NOT DAMAGE EXISTING PIERS DURING UNDERPINNING
OPERATIONS.
4.— INSTALL NEW HELICAL PILE PIERS ADJACENT TO EXISTING DRILLED CONCRETE
PIERS.
5.— INSTALL NEW APPROVED UNDERPINNING BRACKET AT EACH HELICAL PILE
LOCATION.
6.— UPON APPROVAL OF COMPLETED BRACKET INSTALLATION— SEVERE CONNECTIONS
BETWEEN EXISTING DRILLED CONCRETE PEIRS AND FOUNDDTION WALL— LEAVING
FULL LOAD OF THE BUILDING SUPPORTED BUY NEW HELICAL SCREW PILES.
7.— COMMENCE FOUNDATION LIFT OPERATIONS TO LEVEL THE FOUDNATION TOP SURFACE
TO PRE — DETERMINED FINISHED ELEVATIONS.
S.— RE— ESTABLISH UNDER WALL VOID SPACE TO LEAVE 4" VOID SPACE AT ALL
FOUNDATION WALLS.
9.— UPON APPROVAL OF COMPLETED LEVELING OPERATIONS— INSTALL PERIMETER DRAIN
AT ALL BASEMENT WALLS — DRAIN TO DAYLIGHT / OR SUMP PIT TO DAYLIGHT.
10.— BACKFILL FOUNADTION WITH SITE SOILS, USE B" LIFTS AND COMPACT.
BACKFILL TO PROVIDE POSITIVE DRAINAGE AWAY FROM FOUNDATION WALL:
1" PER FOOT FOR MIN OF 6' DISTANCE FROM WALL
uFr o.o
TYP
1
S1
EXCAVATE BACKFILL SOILS
AS NEEDED TO ACCESS
BOTOM OF EXISTING
FOUNDATION.
LIFT +5.0"
VERIFY LOCATIONS OF ALL
EXISTING DRILLED
CONCRETE PIERS. EXPOSE
FOR ABANDONMENT
PROCEDURES.
VERIFY VOID BENEATH FOUNDATION WALL— ESTABLISH 4"
MINIMUM HEIGHT VOID BENEATH ALL FOUNDATION WALL
ELEMENTS.
NOTE: CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF
EXISTING STRUCTURE DURING ALL PHASES OF ERPAIR
CONSTRUCTION.
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"MIREMMO =0
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Complete all information ors BOTH sides of this form
. FULF Btu's Gallons
Amps Squares Other
DEPARTMENT OF COMMUNITY DEVELOPMENT ~s~
~
7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M 7y
237-6944 ExT. 255 P.O. eoX 63e CITY OF WHEAT RIDGE, COLO.
7Ni5 PFRMIT VALID ONLY WNEN SiGNED BY TNE CHVEF BUIL0ING INSPECTOR AND RELEIPTED BELOW.
JOB ADDRESS
CONTRACTOR
ADDRESS .q1,~TZS u• YC L"EKA
CITY ~'T~✓O!'/`I ZIPCODE
PHONE ~q'z - /6 a2 LICENSE NO. lb '/0// 9
I. TVPE GrounA ❑
SIGNS
Wol I
MATERIAL ❑
ILLUMINATION Yes❑ No TYOa
4. SET BACK FROM PROPERTV lME N__ S^
PERMIT FEE
I. TYPE Solidr-i Mon Thon 80% ODanU Less Than BO% Open
MATERIAL Hslght
FENCES 3 SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zone_ ADDrwed,Zorn Impsetor
(SDecify whieAis front) ❑ ❑ ❑ ❑ Diaapprovsd
3.
DRAW SKETCH OF2 SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIh'v DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTIONS INCLUDED)
~
SPECIFY NORTN
STREET NAME
SHOW DISTANCES PROM THE MAIN BUILDING TOADJOINING MOUSES, STREETS, AND PROFEfiTY LINES; ON IRREGUTAR LATS, SIKTM LEAST
DISTANCE TO PROPERTY UNES,NOT MAXIMUM OR ~~"°`Z DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
Co..Ir InIu i Gvoiac 7M nAVS FHOM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME.
PLUMBING PERMIT
MECHANICAL PERMIT
ELECTRICAL PERMIT
STATE LICENSE N0.
STATE LICENSE N0.
FLOOR BSM 15T 2ND 3RD 4TH
N0. FUEUC'irda0nOGW O~1popar» ElseSda~
ALUMINUM WIRE UNDERS12E 81~LEGAL
FOItCED AIR - BTU
WATEH ClASET
HOT WATER - BTU
TEMPORARY METER
WASH BOWL
_
STEAM BTU
NEW SERVICE - AMPS
BATH TUB
AIR CONDITIONING -BTU
CHANGE SERVICE - AMPS
SHOWER
OTHER
LIGHTIN6
SINK
REFRIGERATION SYSTEM
HEATING
GARBAGE DISG
Re}ri e~ont GouO
POWER SUB-CIFCUITS
WATER HEATER
rids C~ar s
Pou
UTILITY(RANGE,DISPoSER,ETC)
AUTO. WASHER
AUTOMATIC SPRINKLER SYSTEM
FIXTURES
DISH WASHER
ELEVATOR
WIRING MOTOFtS 9 CONTROLS
FLOOR DRAIN
SIGNS
URINAL
TRQNSFORMERS B RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
RES
MOTORS OVER I HP
TOTAI FI%TU
I Aareby ocknowledqe that this 0p0I1C0-
lion u ConeU and understand thot I
connot siart this projnct until this apDli-
cotion if oDCroved. I shall comply wilh
}he Iaws oi the Stote of Colorodo and fo
the toninQ ReQulotiona ond Buildinp
Code oflhe City of Wneai Ridpe. Any
violation of the above terme will couse
immediate revocation of this permii
r ~
40iPcanb SlOnamr~
(
USE TAX
TOTAL FEE
CHIEF BUILDING
WNER
G
O
ADDRESS -30 S~ t,4rLjtn LRI<1;-Cvh
PHONE -v53 ~ /ii;wf7 ZIP CODE
CONTRACT P~RICE~ ~•0
-
DATE _L= - '7 /
p1her 5 a D Fece
Total Squon FNt
EIKt. Permit No.
yl Zons_ ADDrovaE,ZOnalncpoeta
~v o2 (o
,City of Wheat Rid9e
Dote Issued Z 3- 1/
VALID UNLE55 REGEIPI
CALL 237-8944 EXT. 255
24 HOURS IN ADVANCE
FORINSPECTIONS