HomeMy WebLinkAbout8505 W. 38th AvenueCITY OF WHEAT RIDGE'
��(30Building Inspection Division
(303) 234-5933 Inspection line
235-2855 Office • 303 237- f/
3) ( ) 8929 Fax
INSPECTION NOTICE
Inspection Type: .76V A�0
Job Address:
Permit Number:
❑ No one available for inspection: Time �1 - A,I I`/PM
Re -Inspection require: Ybs
4w
When corrections have been made, call for re -inspection at 303-234-5933
Date: f /Inspector: { C
DO NOT REMOVE THIS NOTICE
2017032 -2E -
o INSPECTION RECORD Occupancy/Type
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
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
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour
Concrete Prior To Approval UT I ne ADove Inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
/
nn Ain+ rr%var I Indarnrniinrl nr RPlow/In-Slab Work Prior To Anaroval Of The Above Inspections
Rough Inspections _
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
/
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
n 1'DDS3
W'S�+��INSOAEJCTION,-�)RCORD yoccupancy/Te
SPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
ancellations must be submitted via the online form before 8 a.m. the day of the inspection
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
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Aooroval Of The Above Insnections
Underground/Slab Inspections Date Inspector
Initials
Comments
Electrical
Comments
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Qough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
-For iow voltage permits — Nlease be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
City of Wheat Ridge
Residential Mechanic PERMIT - 201702596
PERMIT NO: 201702596 ISSUED: 06/27/2017
JOB ADDRESS: 8505 W 38th AVE EXPIRES: 06/27/2018
JOB DESCRIPTION: Residential HVAC: Install 4 ton A/C unit 16 seer and 48K BTU FAU. Remove
and replace in same location
*** CONTACTS ***
OWNER (303)467-0509 HUGHES DANIEL
SUB (720)746-1661 Don Bowman 017696 Cory Heating & A/C
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,000.00
FEES
A/C Replacement 60.00
Furnace Replacement 40.00
Total Valuation 0.00
Use Tax 147.00
** TOTAL ** 247.00
*** COMMENTS ***
*** CONDITIONS ***
Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required
to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every
level of the structure.
1, 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 Iegal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include alt entities named within this document as parties to the work to be
performed and that all work to be performed ,s disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building -
Official and maybe subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection_ Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provis of any
applicable code or any ordinance or regulation of this jurisdiction. Approval o is subject to field`inspection..
X .l
Signature of Chief Building Official Date %j
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
wvCitof
500 Ing 4 i
p� W 29th Ave pe�tion
ery
Insp��'ti303-2 S 28SS hea R arceS D,t�isio
Email. e rnitsLine .03-2,3 ax_ 303-23 _ 8p033
Cf. weatnd e3Cn US 8829
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Aer4r owner F� Arirl�_ 0 1 cau'ns MO.Y not be r
'wailing
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Conte.Otorseitj� Gig"
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ectj,--,/.
w R• City License*
her C
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Phone.
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PluMbing_
vv. R. City License #
ph' ° 0:3
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jilding piVlsion Valuation: $----
i CITY OF WHEAT RIDGE
_1�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 301 R F L
Job Address: 96fL '30f"' '41(?
Permit Number: _201705-337
❑ No one available for inspectio : Time AM/PM
Re -Inspection required: YesNo
When corrections have been, made, ca or re -inspection at 303 -234 -
Date: JO) 7 Inspector: m T
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 R f
Job Address: r
Permit Number: ( % �0 5 13 <7
00, BIOS fp A
❑ No one available for inspection: Time AM/PM
Re -Inspection required: 9 No
When corrections have been made, call for re -inspection at 303-234-5933
Date: / 7 Inspector:
DO NOT REMOVE THIS NOTICE
P
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:, v
Job Address: ' '~ 7 tj i t
Permit Number: _2G l
3
❑ No one available for inspection: Time .-' _ j�mwpM
Re -Inspection required: Yes (-No
When correctio have been made, call for re -inspection at 303-234-5933
Date: 7 :f Inspector: a ,l
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
-� - Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: _-- �`�t
Job Address: G �%T' ��) l r /Iyc
Permit Number:
IL
❑ No one available for inspection: Time '' " AM/PM
Re -Inspection required: Yep o
When corrections have been made, call for re -inspection at 303-234-5933
Date: ''/'� !' Inspector: /
r
f
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Solar PERMIT - 201705339
PERMIT NO: 201705339 ISSUED: 08/21/2017
JOB ADDRESS: 8505 W 38th AVE EXPIRES: 08/21/2018
JOB DESCRIPTION: Rooftop solar pv install 6.6 kw
*** CONTACTS ***
OWNER (303)979-5737 HUGHES DANIEL
SUB (720)746-1661 Jerry Hughes 090190 Stellar Energy Contractors
SUB (720)435-3031 Slawomir Golabev 080111 SG Electric
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA Unassigned
SUBDIVISION CODE: 2406 BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0
FEE SUMMARY ESTIMATED PROJECT VALUATION: 16,734.25
FEES
Total Valuation 0.00
Residential Solar 500.00
TOTAL 500.00
COMMENTS
CONDITIONS
Approved per plans and red -line notes on plans. must comply with 2012 IRC, 2014 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
1, b tu do hereby attest that the work to be performed shall comply withal] accompanyin r approved plans and specifications,
m I rej codes, and all applicable municipal codes, policies and procedures, and tha t%e legal owner or have been authorized
'�ic
app 1e'Caildin
by the legal owner of the property and am authorized to obtain this permit and erform the work described and approved In conjunction with
thisyermit. I further attest that I am legally authorized to include all entities na ed within this document as parties to the work to be
pertormed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
7;� D72?41�
Siina/ture of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If thi.s permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subjeq to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspeytions and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The !issuance or granfgi�Vf a permit shall pot be co- strued to be a permit for, or an approval of, any violation of any provision of any
applicable code or an ce r �reg n Thi jurisdiction. Approval of work is subject to field inspection.
MMW- wuq
Signature of Chief Building Official Date
REQUESTS 14UST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
- 10 r City of
r40000rWheatR,.d
c(.1kA1 , j ge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: Perm its(c)ci.wheatridge.co. us
I FOR OFFICE USE ONLY I
Date: �y �3
Plan/Pennit #ao
V00533
Plan Review Fee: $ 5vo 06
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: R750�s � 1) A& �
Owner
Property Owner Email: �'e' 6� L-Q�) -� L�m
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer-,
Arch itect/Engi neer E-mail:
Contractor:
Phone:
Phone:
Contractors City License #: - C\n q6 Phone: --Im --Vu - � I (I () �
Contractor E-mail Address: I
Sub Contractors: E��&�L,
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all information on BOTH sides of this form
COMMERCIAL RESIDENTIAL
Description of work: (Check all that apply)
[I NEW COMMERCIAL STRUCTURE El ELECTRICAL SERVICE UPGRADE
El NEW RESIDENTIAL STRUCTURE El COMMERCIAL ROOFING
n COMMERCIAL ADDITION El RESIDENTIAL ROOFING
F] RESDENTIAL ADDITION F1 WINDOW REPLACEMENT
F1 COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
F] RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
F1 MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
F1 PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
F1 ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPI-6CEMENT
ROTHER (Describe) j�LN�-�
(For ALL projects, please provide 6 il-etailled descripfi6iri of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLEOAE: (OWNER) (CONTRACTOR) or�UTHORIZEDREPRESENTAT[ of (OWNER) (CONTRACTOR)
Electronic Signature (first and last name): DATE:
DEPARTMENT USE ONLY
ZONING COMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer.
BUILDING D ZMENTS:
Reviewer:
Building Division Valuation: $
E T
E
n G i n E E R S
VSE Project Number: U1878-1147-171
August 18, 2017
DBM Design and Consulting Company, LLC
ATTENTION: Chase Daily
707 24th Street, Suite B
North Ogden, UT 84401
REFERENCE: Daniel Hughes Residence: 8505 West 38th Avenue, Wheat Ridge, CO 80033
Solar Array Installation
To Whom It May Concern:
We have reviewed the documents and photographs provided by STELLAR Energy Contractors relating to the installation of
the solar array at the above -referenced site. Based upon our review, it is our conclusion that the installation of the solar array
on this existing roof will not adversely affect this structure. It is our understanding that the structural components of the
existing roof framing are in good condition and free of damage. The design of the solar panel racking (mounts, rails, etc.) is
by the manufacturer or contractor.
Design Parameters
Code: International Building Code, 2012 Edition
Risk Category: II
Design wind speed: 135 mph (3 -sec gust) per ASCE 7-10
Wind exposure category: C
Ground snow load: 30 psf
Design snow load on roof: 30 psf
Existing Roof Structure
Roof structure: 2x4 manufactured trusses @ 24" O.C.
Roofing material: composite shingles City of
-rj��OrWheat-_P%'d
LormEN k
Conclusions __.,—commvNrrY Dm T _ge
APPROVED
Our conclusion regarding the adequacy of the existing roof is based ou the f ct th na weig o
f, the add't' I ht f the solar array is
A"Mad lor -
C
_pm e
3 psf or less. In the area of the solar array, other live loads bc; U IN y reduced. The member forces
in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not
increased by more than 5%. Therefore, the requirements of ctio 340 .3 of the 2012 IBC are met and the structure is
permitted to remain unaltered.
.am.
Mans E aminer Date
V.Jw�y Lper 11"",
ni! The issuwxtofopemitofopprowOfpioftsw6f
and oo,nputolios shall not be a pe—if 10f, Of On WFOwl Of 4"Y"i"tatiOnto
any of the provisions of th, building code or of any City ordinances. PennitS
presu-bv to give authority to violate of cancel the provisiom of the Dulbft
,ade, V othef ordinances of the City shall W be Valid.
651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com
VSE Project Number: U 1878-1147-171
Daniel Hughes Residence
T8/18/2017
E
Y n r= i n F= E R 3
The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we
conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.
The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift),
the governing load case. The connections to the existing roof shall be spaced at 48" maximum. Regarding seismic loads, we
conclude that any additional forces will be small. With an assumed roof dead load of 10 psf, solar array dead load of 3 psf,
and affected roof area of 33% (maximum), the additional dead load (and consequential seismic load) will be 9.4% Xhis
calculation conservatively neglects wall weight. Because lateral loads are increasing by less than 10%, the installation of the
solar panels meets the requirements in Section 3403.4 of the 2012 IBC and the structure is permitted to remain unaltered.
Limitations
Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed
must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify
Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the
structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable
spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be
staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span
tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar
panel configuration match the description of the span tables. Electrical engineering is the responsibility of others.
Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no
responsibility for improper installation of the solar array.
VECTOR STRUCTURAL ENGINEERING, LLC
Clifton Palmer, P.E.
CO License: 0051669 - Expires: 10/31/2017
Project Engineer
Enclosures
CMP/rsl
city of
VVheat Ridg,
651 W. Galena Park Blvd., Ste. 101 / Draper, UT 84020 11 T (801) 990-1775 1/ F (801) 990-1776 / \*Wrdqf,;(Khj�.qo
17
T
n s i n E E R S
PROJECT: Daniel Hughes Residence
JOB NO.: U1878-1147-171
SUBJECT: WIND PRESSURE
1components and Cladding Wind Calcui�i�
Label: ISolar Panel Array I Note: Calculations per ASCE 7-10
SITE-SPECIFIC WIND PARAMETERS:
Basic Wind Speed [mph]: 135 Notes:
Exposure Category: C
Risk Category: 11
ADDITIONAL INPUT & CALCULATIONS:
Height of Roof, h [ft]: 25 (Approximate)
Comp/Cladding Location: Gable Roofs 27* < 0:5 45*
Enclosure Classification: Enclosed Buildings
Zone 1 GCP:
1.0
Figure 30.4-2C
(enter largest abs. value)
Zone 2 GCP:
1.2
(enter largest abs. value)
Zone 3 GCP:
1.2
(enter largest abs. value)
a:
9.5
Table 26.9-1
zg M:
900
Table 26.9-1
Kh:
0.95
Table 30.3-1
K�t:
1
Equation 26.8-1
Kd:
0.85
Table 26.6-1
Velocity Pressure, qh [Psfl:
37.5
Equation 30.3-1
GCpi:
0
Table 26.11-1
(largest abs. value)
OUTPUT: I p=qh[(GCj—(GCj1j Equation30.9-1
Zone 1 Pressure, p [psfl: 37.5 psf (1.0 W, Interior Zones*)
Zone 2 Pressure, p [psfl: 45.0 psf (1.0 W, End Zones*)
Zone 3 Pressure, p [psq: 45.0 psf (1.0 W, Corner Zones* within a)
(a= 3 ft)
I cityof ,
Wheat Ridge
T
n s i n E E R S
PROJECT: Daniel Hughes Residence
.ag Screw Connection
Capacity:
Max
Lag Screw Size [in]:
5/16
Cd:
1.6
NDS Table 2.3.2
Embedment [in]:
2.5
(psf)
Grade:
SPF (G = 0.42)
Capacity [lbs/in]:
205
NDS Table 12.2A
Number of Screws:
1
Prying Coefficient:
1.4
4.0
Total Capacity [lbs]:
586
2
JOB NO.: U1878-1147-171
SUBJECT: CONNECTION
Demand:
Dernand< Capacity: CONNECTION OKAY
I City of ,
VV'eat Ridge
Pressure
Max
Max. Trib.
(0.6 Wind)
Tributary
Area
Max. Uplift
(psf)
Width (ft)
(ft)
Force (Ibs)
Zone
1
22.5
4.0
11.0
247
2
27.0
4.0
11.0
297
3
27.0
3.0
8.3
223
Dernand< Capacity: CONNECTION OKAY
I City of ,
VV'eat Ridge
T R
n rm I n I=- E=- R S
PROJECT: Daniel Hughes Residence
CALCULATE ESTIMATED GRAVITY LOADS
ROOF DEAD LOAD I
Roof Pitch/12
7.2
Composite Shingles
2.3
1/2" Plywood
1.2
Framing
3.0
Insulation
0.5
1/2" Gypsum CIg.
2.0
M, E & Misc
1.5
DIL 10
PV Array DL 3
ROOF LIVE LOAD (Lr
Existing Design Roof Live Load [psfl
Roof Live Load With PV Array [psfl
SNOW LOAD (S):
Roof Slope [x:121:
Roof Slope [']:
Snow Ground Load, pg [psfl:
Terrain Category:
Exposure of Roof:
Exposure Factor, C,,,:
Thermal Factor, Ct:
Risk Category:
Importance Factor, 1,:
Flat Roof Snow Load, pf [psfl:
Minimum Roof Snow Load, pm [psfl:
Unobstructed Slippery Surface?
Slope Factor Figure:
Roof Slope Factor, C,:
Sloped Roof Snow Load, ps [psfl-.
Design Snow Load, S [psq:
JOB NO.: U1878-1147-171
SUBJECT: GRAVITY LOADS
Increase due to Original
pitch loading
1.17 2.0 psf
1.17 1.0 psf
psf
psf
psf
psf
psf
psf
P�o ASC E 7-10, Table 4-1
w/ Solar Panel
Existing Array
7.2
7.2
31
31
30
30
C
C
Fully Exposed
Fully Exposed
0.9
0.9
1.1
1.1
11
11
1.0
1.0
21
21
30
30
No
Yes
Figure 7-2b
Figure 7-2b
1.00
0.65
21
14
30
30
ASCE 7-10, Section 7.2
ASCE 7-10, Table 7-2
ASCE 7-10, Table 7-2
ASCE 7-10, Table 7-2
ASCE 7-10, Table 7-3
ASCE 7-10, Table 1.5-1
ASCE 7-10, Table 1.5-2
ASCE 7-10, Equation 7.3-1
ASCE 7-10, Section 7.3.4
ASCE 7-10, Section 7.4
ASCE 7-10, Section 7.4
ASCE 7-10, Figure 7-2
ASCE 7-10, EquaticW7-44,
��ity of
Ridge
I YE
n a i n E E R S
PROJECT: Daniel Hughes Residence
Summary of Loads
Maximum Gravity Loads:
JOB NO.: U1878-1147-171
SUBJECT: LOAD COMPARISON
Existing With PV Array
D (psfl 10 13
Lr [psfl 20 0
S 1pfsq 30 30
Existing With PV Array
D + Lr IPSfl 30 13 ASCE 7-10, Section 2.4.1
D + S [psf] 40 43 1ASCE 7-10, Section 2.4.1
Maximum Gravity Load [psfl:1 40 43 1
Maximum Member Forces:
LOCATION r- House
(-,1:r)NAPTPV
Span(ft) 36.4 (Approximate)
Solar Panel Array Start, a (ft) 1.0 (Approximate)
Solar Panel Array Length, b (ft) 12.7 (Approximate)
Truss/Rafter Spacing (ft) 2.0
MEMBER FORCES
Vertical Reaction, V, (lbs)
Vertical Reaction, V, (lbs)
Moment @ Center, M (lbs -ft)
Existinq With PV Arrav Ratio
1475
1536
104%
1475
1490
101%
13427
13706
102%
The member forces in the area of the solar array are not increased by more than 5%;
thus, the stresses of the structural elements are not increased by more than 5%.
Therefore, the requirements of Section 3403.3 of the 2012 113C are met and the
structure is permitted to remain unaltered.
M
ion,
DK
I citv ')f I
Wheat Ridge
MAP VIEW
9505 West 38th Avenue
Wlle'-It pidyE
Rocky Mountam
C,astroertercIogy
APPLICABLE CODES
2014 NA TIONAL EL EC TP/C CODE (NEC)
2012 INTERNATIONAL FIRE CODE
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL EXISTING BUILD CODE (IEBC
2012 INTERNATIONAL RESIDENTIAL CODE (IRC)
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL FUEL GAS CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL ENERGY CONSER V. CODE
OSHA 29 CFR 1910.269
UNDERWRITERS LABORATORIES (OL) STANDARDS
OCCUPANCY& CONSTRUCTION TYPE
OCCUPANCY -R3
CONSTPUCTION - V -B
k
0
-atheran Medical Center
��rnerqel�cy Room
4' -
, ) Hale'*'. Vavis
GENERAL NOTES
1) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
PRIOR TO INITIATING CONSTRUCTION.
2) CONTRACTOR SHALL REVIEW ALL MANUFACTURER
INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION.
3) ALL EQUIPMENTSHALL BE LISTED BY THE U.L. (OR EQUAL) AND LISTED FOR ITS SPECIFIC
APPLICATION.
4) ALL EQUIPMENTSHALL BE RATED FOR THE ENVIRONMENTIN WHICH IT IS INSTALLED.
5) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
6) ACCESS TO ELECTRICAL COMPONENTS OVER 150
VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL.
7) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600
VOLTS AND 90'C WET ENVIRONMENT, UNLESS OTHERWISE NOTED.
8) WHERE SIZES OFJUNCTION BOXES, RACEWAYS, AND
CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL SIZE THEM ACCORDING TO APPLICABLE
CODES.
9) PV MODULES FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C. PER THE
MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET.
10) PV MODULES RACKING RAIL SHALL BE BONDED TO BARE COPPER G.E.0 VIA WEEB LUG,
ILSCO GBL-4DBT LA Y -IN LUG, OR EQUIVALENT LISTED LUG.
11) GROUNDING ELECTRODE CONDUCTOR (G.E.C) SHALL BE CONTINUOUS ANDIOR
IRREVERSIBLY SPLICED
12) ALL JUNCTION BOXES, COMBINER BOXES, AND DISCONNECTS SHALL BE INSTALLED IN AN
ACCESSIBLE LOCATION.
13) WORKING SPACE AROUND ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC SECTION
110.26.
AERIAL VIEW
SCOPE OF WORK
DC System Size: 6.60kW
AsphaltlComp shingle roof pitch: 7112
Anchored on 72 inch centers using UL listed racking system
UV resistant cable ties (not zip ties) used for permanent wire management off the roof
surface in accordance with (NEC 110.2,1110.3(A -B), 300.4)
Junction boxes mounted flush w1roof surface '%� At Of
IL I 12-y em P idgt
jormEw
DESIGN CRITERIA ��ZrZrrv'D'
WIND SPEED: 135 MPH APPROVE[)
EXPOSURE CATEGORY. C = liance
�40' j r 0
SEISMIC DESIGN CATEGORY. D n a i n r= r= R s
GROUND SNOW LOAD: 30 Ibs1ft2 65 1 W. GALENA PARK BLVD, STE 10? PH NE (SC 1) 990-1 775
INTERACTIVE PV SYSTEM DRAPER, UTAH G4C20 WWW.VECTORSE.CC�
UTILITY SERVICE: 120124OV SPLIT PHASE vi.,
MAIN SERVICE PANEL: 150A RATED BUSBAR 4pla c aminer Date
ASHRAE EXTREME ANNUAL MEAN MIN DENSITY DRY BUL ,z.WA-woroPPro-'0IP'0
v.1 ,I UAW a, a. approwl of
DA��
ASHRAE 2% ANNUAL DRY DENSITY BULB TEMP: ordim
rldmgwdeo'OfQ�Y"y
qjv,.,hojrytovwaeojc--1--
SYSTEM SUMMAj?rfu'niAqto' v
i ar athe d--- of he Cgy,h�jjwrbevofid,
MODULE: (24) Canadian Solar CS6K-275M-SD 275W PV Module
OPTIMIZER: (24) SOLAREDGE P300 DC Optimizers (Built into Module)
INVERTER: (1) SOLAREDGE SE600OA-US 240VAC W1 RSD Compliance Configuration
RACKING: Ironridge Roof Mounted PV System
g7STELLAR
IN-N1---1-'�'�!4'RA"1-;-
4020 Youngfied St.,
Wheat Ridge, GO 80033
P� (303) 729-4354
WWW.ENERGY-CONTRACTORS,COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT , WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
STRUCTURAL ONL
8/18/2017
SHEETINDEX
PAGE NUMBER
PAGE TITLE
PV01
TITLE PAGE
PV02
PROPERTYLINE
PV03
SITE PLAN
PV04
SINGLE LINE& ELECTRICAL
PV05
APRA Y & STRINGING DETAIL
PV06
ATTACHMENT DETAILS
PV07
LABEL PLAN
P/CS
PICTURE PAGE
SE RSD
SOLAR EDGE RAPID SHUT DOWN DOCS'
SPECS
ASSORTED SPEC SHEET PAGES I
APPLICABLE CODES
2014 NA TIONAL EL EC TP/C CODE (NEC)
2012 INTERNATIONAL FIRE CODE
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL EXISTING BUILD CODE (IEBC
2012 INTERNATIONAL RESIDENTIAL CODE (IRC)
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL FUEL GAS CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL ENERGY CONSER V. CODE
OSHA 29 CFR 1910.269
UNDERWRITERS LABORATORIES (OL) STANDARDS
OCCUPANCY& CONSTRUCTION TYPE
OCCUPANCY -R3
CONSTPUCTION - V -B
k
0
-atheran Medical Center
��rnerqel�cy Room
4' -
, ) Hale'*'. Vavis
GENERAL NOTES
1) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
PRIOR TO INITIATING CONSTRUCTION.
2) CONTRACTOR SHALL REVIEW ALL MANUFACTURER
INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION.
3) ALL EQUIPMENTSHALL BE LISTED BY THE U.L. (OR EQUAL) AND LISTED FOR ITS SPECIFIC
APPLICATION.
4) ALL EQUIPMENTSHALL BE RATED FOR THE ENVIRONMENTIN WHICH IT IS INSTALLED.
5) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
6) ACCESS TO ELECTRICAL COMPONENTS OVER 150
VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL.
7) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600
VOLTS AND 90'C WET ENVIRONMENT, UNLESS OTHERWISE NOTED.
8) WHERE SIZES OFJUNCTION BOXES, RACEWAYS, AND
CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL SIZE THEM ACCORDING TO APPLICABLE
CODES.
9) PV MODULES FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C. PER THE
MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET.
10) PV MODULES RACKING RAIL SHALL BE BONDED TO BARE COPPER G.E.0 VIA WEEB LUG,
ILSCO GBL-4DBT LA Y -IN LUG, OR EQUIVALENT LISTED LUG.
11) GROUNDING ELECTRODE CONDUCTOR (G.E.C) SHALL BE CONTINUOUS ANDIOR
IRREVERSIBLY SPLICED
12) ALL JUNCTION BOXES, COMBINER BOXES, AND DISCONNECTS SHALL BE INSTALLED IN AN
ACCESSIBLE LOCATION.
13) WORKING SPACE AROUND ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC SECTION
110.26.
AERIAL VIEW
SCOPE OF WORK
DC System Size: 6.60kW
AsphaltlComp shingle roof pitch: 7112
Anchored on 72 inch centers using UL listed racking system
UV resistant cable ties (not zip ties) used for permanent wire management off the roof
surface in accordance with (NEC 110.2,1110.3(A -B), 300.4)
Junction boxes mounted flush w1roof surface '%� At Of
IL I 12-y em P idgt
jormEw
DESIGN CRITERIA ��ZrZrrv'D'
WIND SPEED: 135 MPH APPROVE[)
EXPOSURE CATEGORY. C = liance
�40' j r 0
SEISMIC DESIGN CATEGORY. D n a i n r= r= R s
GROUND SNOW LOAD: 30 Ibs1ft2 65 1 W. GALENA PARK BLVD, STE 10? PH NE (SC 1) 990-1 775
INTERACTIVE PV SYSTEM DRAPER, UTAH G4C20 WWW.VECTORSE.CC�
UTILITY SERVICE: 120124OV SPLIT PHASE vi.,
MAIN SERVICE PANEL: 150A RATED BUSBAR 4pla c aminer Date
ASHRAE EXTREME ANNUAL MEAN MIN DENSITY DRY BUL ,z.WA-woroPPro-'0IP'0
v.1 ,I UAW a, a. approwl of
DA��
ASHRAE 2% ANNUAL DRY DENSITY BULB TEMP: ordim
rldmgwdeo'OfQ�Y"y
qjv,.,hojrytovwaeojc--1--
SYSTEM SUMMAj?rfu'niAqto' v
i ar athe d--- of he Cgy,h�jjwrbevofid,
MODULE: (24) Canadian Solar CS6K-275M-SD 275W PV Module
OPTIMIZER: (24) SOLAREDGE P300 DC Optimizers (Built into Module)
INVERTER: (1) SOLAREDGE SE600OA-US 240VAC W1 RSD Compliance Configuration
RACKING: Ironridge Roof Mounted PV System
g7STELLAR
IN-N1---1-'�'�!4'RA"1-;-
4020 Youngfied St.,
Wheat Ridge, GO 80033
P� (303) 729-4354
WWW.ENERGY-CONTRACTORS,COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT , WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
STRUCTURAL ONL
8/18/2017
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECTS@DBMSOLAR.COM
WWW.DBMSOLAR.COM
J. Perry
q the w
DATE
07/17/2017
PROJECT#
2017 -STELLAR
SHEET NAME
COVER PAGE
PAGE � PV01 � REVISION 0
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DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECTS@DBMSOLAR.COM
WWW.DBMSOLAR.COM
J. Perry
q the w
DATE
07/17/2017
PROJECT#
2017 -STELLAR
SHEET NAME
COVER PAGE
PAGE � PV01 � REVISION 0
**PV Modules cannot be installed over vents
F
,24
PROPERTY LINE
127'
ASPER NEC 110.26, ALL EQUIPMENT SHALL HAVE A 30
INCH MINIMUM WIDE CLEARANCE AND A 36 INCH
INIMUM DEPTH CLEARANCE
I IAM
38th AVU
73f
-7775
iE. com
LEGEND
,�— 65
Photovoltaic Modules 40"
METER WALL EQUIPMENT=
Junction Box
L
TURTLE VENT (ON ROOF) = F1
DISTANCE FROM PROPERTY
LINE TO CLOSEST EDGE=
AZIMUTH COMPASS
N
3 11350 10 20 0
3 40
31 0
30 33 0
30 20 0 0
29 7J
28 AZIMUTH
W27 E
180
E2
)2
06
2
_0
2 0200 1�180"_0,151
s
EQUIPMENT LOCATION NOTE.'�.
1) CONDUCTORS EXPOSED TO SUNLIGHT
SHALL BE LISTED AS SUNLIGHT RESISTANT
PER NEC 319. O(D)
2) CONDUCTORS EXPOSED TO WET
LOCATIONS SHALL BE SUITABLE FOR USE
WET LOCATIONS PER NEC 3 10. B(C)
3) CONDUIT NOT TO BE INSTALLED CLOSER
THAN 112" TO SURFACE OF ANY ROOF
4) DC CONDUCTORS EITHER DO NOT ENTER
BUILDING OR ARE RUN IN METALLIC
RACEWAYS OR ENCLOSURES TO THE FIRST
ACCESSIBLE DC DISCONNECTING MEANS
PER NEC ARTICLE 690. 1 (E)
5) ARRAYS SHALL BE INSTALLED IN A WA',
THA T ENSURES THA T P V SOURCE
CONDUCTORS SHALL NOT BE REDIL Y
ACCESSIBLE.
TELLAR
4020 Youngfield St.,
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HERE N CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
1*
'.11 "Mul IrA
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
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DESIGNED( City 01
J. Perry
DATE Wheat 1
07/17/2017
PROJECT a \13oilding DIvIS0n f
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SHEET NAME
PROPERTY DETAIL
PAGE # PV02 � REV111ON 0
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DATE Wheat 1
07/17/2017
PROJECT a \13oilding DIvIS0n f
20XZ��TE(5W
SHEET NAME
PROPERTY DETAIL
PAGE # PV02 � REV111ON 0
1/93
38th A V FZf-
**A C DISCONNECT LOCATED 5' AS PER NEC 110.26, ALL EQUIPMENT SHALL HAVE A 30
OR LESS FROM MAIN SERVICE INCH MINIMUM WIDE CLEARANCE AND A 36 INCH
PANEL MINIMUM DEPTH CLEARANCE
173
7C.
SITE INDEX
(D MAIN SERVICE PANEL
0 UTILITY METER
0 PRODUCTION METER
0 AC DISCONNECT
(D DC DISCONNECT
G) INVERTER
JUNCTION BOX
PV MODULES
CONDUIT RUN (ACTUAL CONDUIT RUN
DETERMINED IN FIELD)
AZIMUTH COMPASS
N
3 O�0350 " 20
3 32
30340350
3'
30 '0 20 0'0 0 0
0
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21 AZIMUTH a,
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26 0
25 10
2
24 20
30
22 30
23
221 140
0 770 01
210200,9010
1 0, 770 '60 15
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FIRE CODE SETBACKS
3'
24
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Truss = 2X4 0 24 " 0. C.
**PV Modules cannot be itistallea over vents
ROOF DETAIL & ELECTRICAL SERVICE
TEILLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY. LLC
STRUCTURAL ONL
8/18/2017
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, ILLC
E: PROJECTSOIW-MSOLAR.COM
DES
. Perry
178y:- i'll'ot
DATEtvvneat Rid,
07/17/2-OYf
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SHEET NAME
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DATEtvvneat Rid,
07/17/2-OYf
PROJE lillcimr,
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SHEET NAME
SITE PLAN
PAGE 0
PV03
PV MODULE SPECIFICATIONS
MANUFACTURER
Canadian Solar
MODEL
CS6K 275M -SD
STC POWER
275W
NOCTPOWER
199W
MAX OUTPUT POWER
600OW
OPEN CIRCUIT VOLTAGE
8.3 V
I _,tium I Ultfuul I LUr1r1=iV 1� (ISC)
15A
I MAX SEHILS IU�;L (C)GHL)) 1
gQA
MAXVUL1AUL(VdC)
0 V
MODULE EFFICIENCY
97.5%
**SOLAP M'-'-IDULES**
'4 CANADIAN SOLAR CS6K275M-SD
*DC OPTIMIZERS OUTPUT 1 Voc PER
MODULE & KEEPS VOLTAGE AT
350VMP*OPTIMIZERS BUILT INTO PANEL,
NUNN
HHORMIS UUMN:
0:::::: z O"MM:
'GEMENNOMM:
PV WIRE
INVERTER SPECIFICATIONS
MANUFACTURER
SolarEdge
MODEL
SE600OA-US (24OV)
GROUND
UNGROUNDED
A C OUTPUT VOLTAGE
240V
MAX OUTPUT POWER
600OW
CEC RATED OUTPUT POWER
600OW
RATED OUTPUT CURRENT
25A
MAX INPUT CURRENT
18A
MAX DC INPUT VOL TA5E
500V
CEC WEIGHTED EFFICIENCY
97.5%
MAX FUSE (OCPD)
35A
#6 BARE COPPER EGC
**INVERTER**
SOLAREDGE SE600OA-US
600OW INVERTER
UL1741 COMPLIANT
RAPID SHUTDOWN COMPLIANT
NEC 2014 690.12 1-4�
2
RAPID
SHUTDOWN
DEVICE
SYSTEM SUMMARY
(y)
CY)
ARRAYSTICPOWER
660OW
ARRAYNOCTPOWER
4776W
ARRAYCIRCUITS
1X14, 1X10
DC STRING MAX OUTPUT CURRENT
15A
MAX AC OUTPUT CURRENT
25A
MAX A C POWER OUTPUT
600OW
CEC AC POWER OUTPUT
600OW
6GA 1201240V
NON-FUSED AC DISCONNECT
Lockable, with visible open
Knife Blade Disconnect
SE6GOOA-US Cl 1
A visible. accessible and
wit in I O'of billing meter
XC L Production Meter
I F
El 1(9
DC DISCONNECT -J 73
CONDUCTOR SCHEDULE WITH NEC ELECTRICAL CALCULATIONS
(y)
CY)
C:)
C:)
NO. OF CNDRS.
RATED
00
0
TEMP. CORR.
FILL ADJ.
CONT
MAX
BASE
DERATED
WIRERUN
ID
DESCRIPTION
CONDUCTOR
CONDUIT
IN CNDT
AMPS
EGC
FACTOR
FACTOR
CURRENT
CURRENT
AMPACITY
AMPACITY
DISTANCE
1
DC CIRCUIT. SERIES STRING
10AWG PV WIRE
FREE AIR
NIA
15A
6 A WAS BARE
0.96(34�C)
NIA
15A
23.4A
35A
33SA
20ft
OUTPUT TO JUNCTION BOX
COPPER
COPPER
2
DC CIRCUIT (TRANSITIONED):
10 A WG THWN-2
314" DIA EMT
4
15A
10 A WG THWN-2
0.96(34�C)
1
15A
23.4A
35A
33SA
2oft
JUNCTION BOX 7-0 INVERTER
COPPER
or EQUIVALENT
COPPER
3
INVERTER OUTPUT: INVERTER
8 AWG THWN-2
314" DIA EMT
3
25A
10 A WG THWN-2
0.96(34�C)
1.0
25A
31,25A
50A
48A
Sft
TO AC DISCONNECT
COPPER
r EQUIVALENT
COPPER
4
AC DISCONNECT OUTPUT. AC
DISCONNECT TO PRODUCTION
6 AWG THWAI-2
314" DIA EMT
3
25A
10 A WG THWN-2
0.96(34-C)
1.0
25A
31.25A
50A
48A
5ft
METER
COPPER
or EQUIVALENT
COPPER
5
PRODUCTION METER OUTPUT.
PRODU TIONMETEPT02NOAC
8 AWG THWN-2
314"DIA EMT
3
25A
10 A AG THWN-2
0.96(34-C)
1.0
25A
31 25A
50A
48A
5ft
DISCONNECT
COPPER
or EQUIVALENT
COPPER
2ND AC DISCONNECT OUTPUT.
2ND AC TO POINT
8 A WG THWN-2
114" EMT
DA
3
'5A
WN
10AWGTH -2
0.96(34�C)
1.0
25A
31.25A
ScA
1 4.
6
DISCONNECT
COPPER
rEQUIVALENT
COPPER
OFINTERCONNECTION
*ROMEX AMPACITY LIMITED TO 60� VALUES. IF USED, SIZE ACCORDING TO NEC TABLE 310.15
*DC Conduit must be marked in accordance with NEC 690.31, Labeling must be every 10'and comply with NEC 690,31. SeePV06forlabelplan,
'All DC Conductors Must Be Protected With Metal Conduit
ELECTRICAL NOTES SPECIFICATIONS
1) INSTALLATION SHALL COMPLY WITHALL REQUIREMENTS OFNEC2014 AND ANY APPLICABLE LOCAL AMENDMENTS.
2) MODULE INTERCONNECTION CONNECTORS SHALL BE IN COMPLIANCE WITH NEC 690.33(A) AND SHALL BE POLARIZED AND NON
INTERCHANGEABLE WITH RECEPTACLES IN OTHER ELECTRICAL SYSTEMS ON THE PREMISES.
3) MODULE INTERCONNECTION CONNECTORS SHALL BE OF THE LOCKING TYPE REQUIRING A TOOL FOR OPENING IN
ACCORDANCE WITH NEC 690.33(C).
4) MODULE INTERCONNECTION CONNECTORS SHALL BE MARKED "DO NOT OPEN UNDER LOAD" IN ACCORDANCE WITH NEC
690.33(E).
5) THE CONNECTION OFALL MODULES SHALL BE ARRANGED SO THA T THE REMOVAL OF ANY PANEL OR MODULE SHALL NOT
INTERRUPT A GROUNDED CONDUCTOR TO ANOTHER PHOTOVOLTAIC SOURCE CIRCUIT IN ACCORDANCE WITH NEC 690.4(C).
6) ALL EQUIPMENT IN PHOTOVOLTAIC SYSTEM SHALL BE LISTED BYAN INDEPENDENT TESTING AGENCY.
7) THE GROUNDING ELECTRODE CONDUCTORS SHALL BE CONTINUOUS IN COMPLIANCE WITH NEC 250.64(C) AND 250.160.
8) THIS SYSTEM CONFORMS TO NEC 2014, CODE 690. 11, WHICH REQUIRES THAT PV SYSTEMS WITH DC SOURCE CIRCUITS, DC
OUTPUT CIRCUITS, OR BOTH, OPERATING ATA PV SYSTEM MAXIMUM SYSTEM VOLTAGE OF 80 VOLTS OR GREATER, SHALL BE
PROTECTED BYLISTED (DC) ARC -FAULT CIRCUIT INTERRUPTER, OR OTHER LISTED COMPONENTS TO PROVIDE EQUIVALENT
4 \ / 5
10'OR LESS - IV
F
PVAC DISCONNECT
60A 1201240V
FUSED A C DISCONNECT
35-1 FUSES
Lockable, with visible open
Knife Blade Disconnect
Cleartnvisible, accessible and
wit O'of billing meter
I F - I
I PV LOAD CALCULATIONS: SUPPLY SIDE TIE-IN I
150A RATED MAIN PANEL
150A * 100% = 200
150A (MAIN BUS ALLOWABLE SOLAR)
150A AVAILABLE FOR PV
705.12(A) & 690.64
ICAL SUPPLY SIDE
CONNECTION USING KUP-L
TAP INSULATION PIERCING
CONNECTORS (TAPPED)
NEC 705.12 (A)
150A-2FT"
TO EXISTING LOADS
#6 GEC
SCHEMATIC NOTES
1) INTEGRATED DC DISCONNECT IS PROVIDED WITH INVERTER. DISCONNECT IS LISTED FOR USE
WITH SOLAR EDGE UL 1741 LISTED STRING INVERTERS.
2) PV PRODUCTION METER SOCKET SHALL BE IN COMPLIANCE WITH SECTION 4.13 OF THE AC;t:L
ENERGYSTANDARD.
3) PV PRODUCTION METER SHALL HA VE THE PV GENERATION WIRED TO IT'S LINESIDE TERMINALS
(TOP OF METER BLOCK).
4) PV PRODUCTION METER SHALL HAVE A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG
INDICATING THE ADDRESS INCLUDING UNIT, AND "PV PROD" IN ACCORDANCE WITH THE
REQUIREMENTS FOR METER IDENTIFICATION IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD.
5) PV PRODUCTION METER SHALL BE LOCATED WITHIN 10 FEET IF THE MAIN BILLING METER.
6) PV PRODUCTION METER SHALL BE RATED TO HANDLE A T LEAST 35A OFAC CURRENT.
PANEL.
MAIN SERVICE PANEL
4W
STE,LLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
VAVW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBIVI SOLAR DESIGN
AND CONSULTING COMPANY. LLC
DBM DESIGN
11T �,Rvk DBM SOLAR DESIGN AND
PV PRODUCTION METER NOTES CONSULTING COMPANY, LLC
E: PROJEQ;9@!`D8MSQLAR.COh
1.) The self-contained metering will be in compliance with the current revision of the Xcel Energy Standard; specifically
W DBMSOLAR.CQM
9W
Section 4. 11, or as may be amended. t
I DESIGNMAY
J. Perry
1A11-
2.) The PV production meter will be required to have the PV generation wired to the lineside terminals (top of meter block).
DATE.
zo
07/17/2017
3.) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or stainless steel tag,
PROJECTN I
indicating the address including the unit, typically "PV PROD" in accordance with the requirements for "meter Identification" 0 7
EUAR
in Section 4.14.4 of the Xcel Energy Standard, or as may be amended.
SHEET NAME
SLDI ELECTRICAL DET
4.) The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this
PAGE # REVISION
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11T �,Rvk DBM SOLAR DESIGN AND
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W DBMSOLAR.CQM
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Section 4. 11, or as may be amended. t
I DESIGNMAY
J. Perry
1A11-
2.) The PV production meter will be required to have the PV generation wired to the lineside terminals (top of meter block).
DATE.
zo
07/17/2017
3.) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or stainless steel tag,
PROJECTN I
indicating the address including the unit, typically "PV PROD" in accordance with the requirements for "meter Identification" 0 7
EUAR
in Section 4.14.4 of the Xcel Energy Standard, or as may be amended.
SHEET NAME
SLDI ELECTRICAL DET
4.) The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this
PAGE # REVISION
cannot be accomplished, the approval of the proposed P V production metering will need to be obtained by the local electric PV04 0
ARRA Y DETAIL
P300 P320 P370 P400 P405
(for 60-ce I[ nwd- Ito, hagh-Po'A.'- (for?,..gher-powe, Itot 72 & 96 -cell (for th, n Mir,
41
60 and 7 2- -.t
ules) 60 -tell rnod&Acs�) P-toduhisl modules) mcculesi
INPUT
R.iled 111pul, CC -100 4 0
At'�olwr krammur, ELI I -
IVUL dt lvwu-'� tein4cIdLurf2�
-q X
i0 I , -JL
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OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF1
Safety juiput ;13eiur
") L'ItITTA `-`,
Operat7ng Temperature Range
STANDARD COMPLIANCE
F-3 5- 07V
POINT VOLTAGE (Vmp)
P-6 tvc! " V"�T'nd
S'Afetv
lkld�s It S.Vwy�. US I i" i
VOLTAGE I'Voc)
yc�
INSTALLATION SPECIFICATIONS
N
MaAryium Allovjc,� !q -Ii m �cftagc
<
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211 S0141 ��k SIfIgI--' IF) Jle P 1C I �-'t
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AT,iuf,#-,, A A�4-i
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I A-9
POINT CURRENT (imp)
Operat7ng Temperature Range
-40- -,'651-40 --185
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POINT VOLTAGE (Vmp)
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SINCLt PHASE TIAREE PHASI 208V
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Solar Ec�qe DC Optimize
+ + #10 PV Wire
Junction Box
PV Source Circuit
Equipment Grounding C)nducto� To Inverter
PHOTOVOLTAIC AC OUTPUT LABEL
AC OUTP JT CURRENT 25A
NOMINAL AC VOLTAGE 240V
DC DISCONNECT CALCS
RATEDMAXPOWER
POINT CURRENT (imp)
(70
MAXIMUM POWER
F-3 5- 07V
POINT VOLTAGE (Vmp)
MAXIMUM SYSTEM
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Photovoltaic Array String Detail
(14) Modules String A
(10) Modules String B
Attachment Diagram
Module Overhang Cantilever = 33% of MAX rail spar
25%
jf--,\ (9
I k—J E)
50%
E) e--.
25%
PV Module
ail
72" MAX rail span with staggered attachments to distribute weight across support trusses
*See Attached Data Sheets for More Information
W
rSTELLAR1
1 1-71, "i'l �:
401-1 1 1
4020 Youngfield St.,
Wheat Ridge, CO 80033
P. (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
tot
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DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECrS4DBMS0LAR.COM
DATE:
17
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201 -STELLAR
SHEE NAME�
4RRAYISTRINGING DETAIL
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DATE:
17
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201 -STELLAR
SHEE NAME�
4RRAYISTRINGING DETAIL
PAGE # REMSiON
PV05 0
A TTA CHMENT DETAILS
. . I . 11 . I �
ATTACHMENT NOTES
1
ROOF MEMBERS AND PENETRATIONS TO BE DETERMINED IN THE FIELD
2
LAG SCREWS SHALL BE 5116" X 3.5" WITH A 2.5" MINIMUM EMBEDMENT
3
THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY
RAFTER DIMENSIONS
PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS.
4
C5 SHALL t5L AFPLIED IN AGGUHDANGL- WIIH MANU�-AC; I UHL:H5'
i��
5
If- I-HEHE IS ANY GC)Nh"W//kR ULPIC; I L -D HL-HF-A7VU--
INSTRUCTIONS PROVIDED BY THE MANUFACTURER, MANUFACTURERS'
1NSTRUcTjnNSSHAI I .13UPFRCFDF
ROOF INFORMATION
ROOF TYPE
COMPOSITE SHINGLE
PITCH
7:12
RAFTER SPACING
24 " 0. C.
RAFTER DIMENSIONS
2"X4"
LA YERS OF ROOFING
1
STRUCTURAL CALCULATIONS
WIND EXPOSURE CATEGORY
C
DESIGN WIND SPEED
105 MPH
-SECOND GUST)
DESIGN GROUND SNOW LOAD
30 PSF
TOTAL WEIGHT OF ARRAY
1020 LBS
POINT LOAD (NO SNOW LOAD)
22 LBS
DEAD LOAD (NO SNOW LOAD)
2.4 PFS
IDEAD LOAD (30 PSF SNOW LOAD),
32.4 PFS
LAYOUT SPECIFICATIONS
NUMBER OF MODULES
24
NUMBER OF ATTACHMENTS
46
AREA
422.5 ft2
AZIMUTH
180-
YECTOR
n a I I E! rz R 5
65? W. GALENA PAQK BLVD. STE. � 01 PHcNE (SC 7) 99C- 1 775
DRAPER, L17A� 04D20 w- VECTORSE. co�
CNTELLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT , WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
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E: PROJECTSCDDBMSYLAR.COM
WWW.DBMSOLA
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DESIGT BY: /,�. Perry
DATE: � IA - "-a j(lo
BIRT/17/0f
PROJECT1, --9 l)lVjS,),.
2017-STE.k,LAR
SHEET NA E
ATTACHMENT DETAIL
PAGE 0 P V06 I 1EVISOM 0
WARNING
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH LINE AND
LOAD SIDE MA Y BE ENERGIZED
IN THE OPEN POSITION
LOCATION: (1) COMBINER BOX (2) JUNCTION BOX
(3) BREAKER PANEL (4) DISCONNECT SWITCH
(5) INVERTER (IF USED)
lk 4.5" —41
WARNING DUAL POWER SOURCE
SECOND SOURCE IS PHOTOVOLTAIC SYSTEM
L OCA TION.- MAIN SERVICE
LABEL NOTES
A. RED BACKGROUND
B. WHITE LETTERING
C. MINIMUM 318 LETTER HEIGHT
D. ALL CAPITAL LETTERS
E. NON BOLD
F. MATERIAL SUITABLE FOR ENVIRONMENT
G. SIGNS MUST BE REFLECTIVE
lk 4.5"
WARNING: PHOTOVOLTAIC
POWER SOURCE
LOCATION: DC CONDUIT
(REFLECTIVE CONDUIT LABEL)
PER NEC 690.31(B)(1-4)
ic 4.5"
PHO TO VOL TA IC A C DISCONNEC T
MAXIMUM AC OPERATING CURRENT, F -25-A7
NOMINAL AC OPERATING VOLTAGE: =
(�) I MA IN SER VICE & A L L BA CK FED PA NEL BOA RDS 0
"PHO TO VOL TA IC S YS TEM EQUIPPED
WITH RAPID SHUTDOWN"
(D
"PHO TO VOL TA IC S YS TEM
CONNECTED"
"MUST BE YELL,., N WITH BLACK LETTERING— @
"PVAC DISCONNECT"
**MUST BE YELLOW WITH BLACK I F-r-ER/N'-3, - (�)
JUNCTION
BOX
STRING
INVERTER
DC DISCONNECT CAL CS
RATEDMAXPOWER
POINT CURRENT (Imp)
MAMMUMPOWER F3-5--�
POINT VOLTAGE (Vmp) OV
MAXIMUM SYSTEM F-5-0C-,V�
VOLTAGE (Voc)
SHORT-CIRCUIT
CURRENT (Isc)
L OCA TION: S TPING IN VER TER (IF USED)
4.5"
WARNING
DO NOT ADD ADDITIONAL CIRCUITS TO PANEL
L OCA TION: (1) MA IN SER VICE
(2) A C COMBINER PANEL
A C
DISCONNECT
I OA
8
4.5"
CAUTION
PHO TO VOL TA IC S YS TEM CIRCUIT IS BA CKFED
cl L OCA TION: (1) MA IN SER VICE
lk 4.5"
WARNING:
INVERTER OUTPUT CONNECTION
DO NOT RELOCATE SOLAR BREAKER
L OCA TION: (1) MA IN SER VICE
(2) AC COMBINER PANEL
(3) ALL BACKFED PANELS
"RAPID SHUTDOWN DISCONNECT" DO NO T DISCONNEC T UNDER L OA D
0
FOR ILLUSTRATION
ONL Y
(NOTACTUAL MSP)
PV SUB PANEL MAIN SERVICE PANEL
A
11 [] El
D
E
H
F
FOR MICRO INVERTERS ONLY
(NO KNIFE SWITCH DISCONNECT)
OTELLAR
4020 Youngfield St.,
Wheat Ridge, CO 80033
P: (303) 729-4354
MAIW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECTS@D6MSOLAR.COM
/9�WW D %SOLAR.COM
DESIrED BY
vvi: v4� EL9
9CII07/1 /2,017
2017-STE-CLAR
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DESIrED BY
vvi: v4� EL9
9CII07/1 /2,017
2017-STE-CLAR
11EIT IAME
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PAGE 11 PV07 REV1101 0
PICTURES
ELECTRICAL
\1
�IYECTOR
n G i In C- IME R 8
651 W. GALENA PARK BLVD. STE. 10 1 PH'NE '80 ) 99C-7 775
DRAPER, UTA� 84020 WWW.VE`CTDRSE.00M
STRUCTURAL
,o'TELLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
8/18/2017
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECT,5940ahLSOLAR.CO
DESIG
. Perry
Ty: i "ty OT
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07/17/2017
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07/17/2017
PROJECTVullaing Divisc
2N.,7 -STELLAR
SHEET NAME PICTURE PAGE
PAGE A � PEVIS1111
PICTURES
SOLAREDGE RAPID SHUTDOWN
sula
Rapid Shutdown Kit - Installation and Configuration
(Single Phase Inverters)
This document desusbes how to instal the rapid shutdown kh in the SolarLdge SafeN Switch, and how to enable the rapid
shutdown feature in he inverter in orderto pro�vide the functionality described In the Rapid Shuidoo& n clause of NEC2014
6W. 12 [11 th rough, (4) �
Kit Contents
Rapid shutdown cables
)Aicfo-SD card and 5D card adapiterAith firmwafe flies (Note. 00 NOT THROWAWAY lH E CARDAND THL ADAPILR; keep
for PristallaTion of other rapid shutdown kits)
Cable Installation
Perform this procedure before conneriniC the strings to the Safe*v Switch (Chapter 4: Connecting the AC and the Strings to the
Safety Switch in the 3earEdge InsioNwicia 6utdel-
I I urn the inverter ONIOFF switch to OFF. if Installing the kit in an inverter thaz Is already operating, vialt until the LCD
ndicates that I he DC voltage is safe IcSUV), of wait five minoes before contintiing to The next step.
2 Turn the Safetv SwItO and the At switch on the main circuit board to CIFF.
W
0 Ifyou cainincit see the inverter panel. or if a maffur42m Is IndoMed an " LCO painel. wMit five niuMeslor V* input
capacton of the inverharto cits Marge.
3 Loosen the four Allen 5crews ion the front cover of z:he Safetv Switch. and open �he covei.
4 Cafefutly disconnect the two UC cables from the left side Ofthe SWItLh and from the DL connection spring clamp terminals,
as illustrated below', Use a standard straight -bladed screwdriver io disconnev the tables from the terminals.
Sr.fth tarmnal d4xk
-4ft
AIL
Dketimmacl owe
oc carinwan 1cminall,
Diocennect item
Filgium 1: Irmkft the ACM SaWr WIX It
17m -mermal mmpanent P%&* v40 depeaea* er, the Sallerp SAVChmn"; the d�nW1MACfDCSz10tq 5.Vff&1flr tlnille;ninace
.T_S-.':.4 MV bn�,fftl?M
RajWd Shutdomm Kit Instakadan - MAN -02 -Ml &5-1.6
W.
solar =11 7 ficipid Shutdown Kit - Instollarion and -Coq(tguration .15migle Phase Inverters)
5 The rapid shutdown cables have a resistor cor; nected to one end Ion the red cablel. Can nect these erKls- to the s�ivltch,
ritaking sure that the red and black cables are fever sed relatrve to zhe cablees connected at the top of thoe_ switch (going Into
the DC side -conduit bet-oveen the inverter and the Safety Switch), as detalled bebw. Apply a tot a ue of 2 N*M (18 11641n);
it -,he cables at �he top are red and black from left to right, conaw as shown t�elow_
R01-1 Egack(-j
SINk 4.) Red I-) vmh rapid
OV -W~ Wis. Of
Figure 2. Rapid shAdown cattle canawmad - aptkin I
Ifihe cables at the top are black and red from left to right, connect as shipown below-
EM91i 0 Radii-)
ry—
ftJ T-5 vMh rapid 131ack
sh.ddoon resiwar
Figure 3; Rapid shindiiwn cable cannoand - apotian 2
9 Use a standard stfaight-bladed screw-cim-er to connect theoth-ar erdofthe rapid shutdown cables toThe IDC connection
sprimg-clamp terminAs: Connect the black cablefromthe switch tothe DC- tei minA black, andconnext the read cable from
the switch tothe DC- ierminalblock.
7 Checkthai the cables aire locatedaro connectedin thecorrect positions toensurethe rapid shutdown functionality.
13 Close the cover. Attach theswitchcover and secure it bv tigh-,ening the fourscrewswith a toFqueof0.9f`t.*Ib 12.2 N*rn.
Rood vtutdown Kit 11115tadatlan - MAN-01-WISFP-1.6
5
OTELLAR
Wheat Ridge, GO 80033
P: (303) 729-4354
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY. LLC
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECT_100BMSOLAR.CO
J. Perry
DATE i - - - � I- I �
0 7 /17/2017
PROJECT N
26i77STELLAF
SHEET NAME
SolarEdge RSD
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DBM SOLAR DESIGN AND
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E: PROJECT_100BMSOLAR.CO
J. Perry
DATE i - - - � I- I �
0 7 /17/2017
PROJECT N
26i77STELLAF
SHEET NAME
SolarEdge RSD
PAGE ft SE RSD I REVISION: 0
SOLAR MODULE SPECSHEET
ENGINEERING DRAWING (MM)
Rear VieW FrOMC CTU�.S SC(Elen A -A
..000a- CanadianSolar
i Mountino 1-1011--
Opoor?),zed by
CS6K-2701275128OM-SD solar=,/
Carradiar) Solar's SmaraX module fcatuF es an
innovative integration of Canadian Solar's friodule
technology and SolarLdtje's pmver ciplimization
for grid -tied PV applications.
By ireplacing the traditional junction -box with a
power optirritueor, the Sm-anDC i -nodule opUmues
power output at modult-levell. With this feature,
the SmartDC module can eliminate module -
level mismatch and decrease shading losses.
Fur ther Moore, the Sinaru)( goodule provides
rnodulle-levelmonstorinq that allows effective
systom Management arld Minlinizes opefationa I
costs.
KEY FEATURES
frOln CaLh ITIOdUIC
Maximizes power ficifn ead) individual
module against poteintiall rnismatch risk
Decirearses shading losses
Htegoated smart solution. no need to
add other accessories
Enhances thee shading tolerance
Rcdiuces BoS Cost�
Up to 11.25 kw - 12-75 kW per striiiq
allows for more.modules to be based
on differ'LKA inverters
Fr,:,� rinfidule-level minnitaring ny:,-�em
Full visibility of system perfotmance
%vith a free smartphone app
Saft�ty
Automatic drop of DC current and
voltage when inverter or grid power
is shut down
CANADIAN SOLAR (USA) INC.
25 linear power output warranty
yr—
i 10 product warranty on materials
years
and workmanship
MANAGEMENT SYSTEM CERTIFICATES*
ESO 9M1.2006; Quality inanagemenE S�Stellh
LSOITS 16949-20M f The autaniotive industry quality managen*m system
ISO 14WI.20041 Stai*dafd1#ai erwifotirr.enraf marag#rnenlsysu!�
OKSAS 180012007 1 Internavonal standardi for COCCUPALlonal health &!Lately
PRODUCT CERTIFICATES*
EEC 61 Z' , 5 1 JEC 63730! VDUCE
UL 1703,1 IEC 61215 peffoi mance- CEC list ed (US)
UL 1703. CSA
'As there am ciftrem tcrtificmloi mqui.-vrem.sal diflerent ;narkc--%,jl caw corr.jr, yc�
Eanad,an �*Iar sales reammnwa�v Itor ttr saacft rc�.lficatcs appkah�c to tMe products.
CANADIAN SOLAR INC. is COMMittedLO providing high quality
solar products, solar System solutions and services to customers
arourd the world. As a leadlN� manufacti.ver of solar mod ules and
PV project developer with over 14 GW of pie tiniturn quality modules
deployed around the world since 2001, Canadian Solar Inc.
(NASDAQ: CS1Q) is one of the most bankable solar cofnpanle�,
wotidwide.
ELECTRICAL DATA I STC
Fliiwer Optimizer j.unnerLLd to a %,ularEdgu 1nvcr1E:r
CS6K
271)M�51�� -SD
Nam. Max. PWR (Prnax S1 C)
27OW
2 7-1) W
_j
�WW
Nam. Max. PWR (Pmax NOC-t)
195W
I%W
202W
Open Circuit Voltage (Voc STC)
38.2V
A3V
38.5v
Output Voltage Range (Viout)
5 -WV
5�FJ) V
5av
Max. Output Curtent 41max)
15A
15A
15A
Max. Series Fuse Rating
20A
20A
20A
Module L
1650%
ILW%
17.11%
Output During Standby
is
EU&
(power optiomizei disconnected
1 V
41
from inverter at inverter off)
4D
'Aa� String APAC
PV SYSTEM DESIGN
ph
1650 o; 992 x 40 nrino (65-0 x 39.1 x 57 ir,i
weight
19- K9
ru& 3 ph
3-2 rAm te mpeted glass
16
Anodi2ed aloutainiturn alloy
Ni.a.-Siring APAC
bj
Cable
PVl-F 116.0rTffn1/952 mrn
3 ph - V.V
4 4
18
26 pieces, 548 kq (1208 lbs)
Length ---- - --- .
. .... ...
--
728 pieces (40' HQ)
US & � ph—
8
Canada 3 ph 4208 A
10
1� V ,!b 10 40
, ph
19
is
EU&
3pn
41
40
4D
'Aa� String APAC
3ph--MV
47___
46____45
Length
US& I ph
39
19
is
Canada 37p�(:
22
21
211
pro
52so
ELI& -,
3ph
11250
Max. Power APAC
3 ph - Mv
12750
per Stfin rvd)
US& , pro
5250
Canada 3 ph C-08 V)
6wo
Parallel Se irgs of D01. Lengths
Yes
Patallleq Svirgs of Diff. Choarmations
Yes
Cipeialirsg Temperature -401C - 4F -'C
M a ot- Sy-sif fr Vot wit
I COO V (1EQ 1600 V NO
Appitaltion ClasSif*Cation
Class A
-Ty0e I (UL 1703)
1
rii e Raton;
Class C (3EC61730)
15cmet Toleiarice
0 - 4 SAi
CS6K-230M Y IN CURVES
A
.4, 1
A
To -
E 'ODU W.,
ow W.,
V
t 10 IS ID �S At is 46
MECHANICAL DATA OF PV MODULE
SPCLJlLJt1ort D jtj
Call I ype Mono-aystalline. 6ifth
Cell Allaq9tMent 60 (6m 10)
Dimensions
1650 o; 992 x 40 nrino (65-0 x 39.1 x 57 ir,i
weight
19- K9
Front Cover
3-2 rAm te mpeted glass
Frame Material
Anodi2ed aloutainiturn alloy
6
bj
Cable
PVl-F 116.0rTffn1/952 mrn
Connectors
4 4
Standard
26 pieces, 548 kq (1208 lbs)
Packaging
(quantity & weig it per pallet)
Module Pieces
728 pieces (40' HQ)
per Co�ntakni�r
I to
1� V ,!b 10 40
E 'ODU W.,
ow W.,
V
t 10 IS ID �S At is 46
MECHANICAL DATA OF PV MODULE
SPCLJlLJt1ort D jtj
Call I ype Mono-aystalline. 6ifth
Cell Allaq9tMent 60 (6m 10)
Dimensions
1650 o; 992 x 40 nrino (65-0 x 39.1 x 57 ir,i
weight
19- K9
Front Cover
3-2 rAm te mpeted glass
Frame Material
Anodi2ed aloutainiturn alloy
J-BQx
IP6S
Cable
PVl-F 116.0rTffn1/952 mrn
Connectors
MC4
Standard
26 pieces, 548 kq (1208 lbs)
Packaging
(quantity & weig it per pallet)
Module Pieces
728 pieces (40' HQ)
per Co�ntakni�r
TEMPERATURE CHARACIrERISTICS
D11 L
Temperature Coefficient (Pmax)
-0-41 % /oC
Temperature Coefficient (Voo
-0.319h jr.,
'temperature Coefficient (tso
0,053 % /1C
Nominal Operating �01 Tem�orature
45±2*C
STANDARD COMPLIANCE
Specification--.--
st"llidard
EMC
FCC Partl5 Class 8,
IECbI000-6-21. JEC61000-6-3
PV Module
[EC6121 5, lEC61730, LIL 1703,
CEC hStj
PV Optimizerji-Box
ENS0548. LIL3730, 1EC2109-1
iclass 13 safet V). UL 17-11
Fire Safety
VDL-AR-L 2100-712:2013-05
PARTNER SECT[ON
CANADIAN SOLAR (USA) INC.
March- 20116. All rights reserved. PV Module Product DaLasbeet VS.4-NA
-j
"TELLAR
402' Younge" S',.33
11e.1 Rlg,, CO 80
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
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SHEETNAME
MODULE SPEC SHEETS
PAGE# SPECS I R-ISIGN: 0
solar =ee:-
SolarEdge Single Phas
For North America
SE300OA-US SE38,j0A-U,--,f SE5000A
SE760DA-IJS SE10000A-US." SE1140C
INVERTER SPECSHEET
The best choice for SolrarEdge enabled systems
;,vtag
,rated arc hut prateLtion fbr WC 2011 6W.11 COMPUTIce
1;Iap,d shutdown for REC ZOL4 6W. 12
Superior 4-ftienc4 (934)
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P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
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Single Phase Inv erters for North Ame-rica
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nTELLAR
401� I � (
4020 Youngfield St.,
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTINQ-QQMPANY, LLC
E: PROJECTSCcD.DBMSOLAR.COM
DATE
V0,7 IR.
,J,17 017
PRCJrCT#
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SHEET NAME
INVERTER SPEC SHEETS
PArEt SPECS I 11V1110N 0
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E: PROJECTSCcD.DBMSOLAR.COM
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PRCJrCT#
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SHEET NAME
INVERTER SPEC SHEETS
PArEt SPECS I 11V1110N 0
OPTIMIZER SPECSHEET
solar =o*:.
SolarEdge Power Optimizer
Module Add -On For North America
P300/ P320,'P370/ F400/ P405
PV power optimization at the module -level
Up to 25% more tDrlegy
Supe�ior efficicmv (99.5%)
NJIVgates all types of module rnismitch lossu-s, froa�, manufacturing tolerance lo s)aMal shading
Flexible s�stern de�ign for rnaximurn space -tiluation
F:�st ins!aIlation l,%-th a Single bolt
No.1 gerturar�on mainteriance with moduk -level morido! kig
%ladule-level volt�ige shtitacwn for installem and fitt2fightet safetV
STELLAR
liar, ;� (- �
4020 Youngfield St.,
Wheat Ridge, CO 80033
P: (303) 729-4354
solar =se SolarEdge Power Optimizer WWW.ENERGY-CONTRACTORS.COM
Module Add -On for North America CONFIDENTIAL - THESINFORMATION
HEREIN CONTAINED HALL NOT BE
P30C, / F`32(� I P370 P400 /P405- USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
P300 P3 0 P370 P400 P405 DISCLOSED IN WHOLE OR IN PART
Ifor 60,tll �d- Jim hirh_P�er (tat highe�povf (fa, 72 & 96-mlt 11cr tnin 0it TO OTHERS OUTSIDE RECIPIENTS
60—rd 72-11 ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
INPUT USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
613 s, �:5 AND CONSULTING COMPANY, LLC
dt j '.'e'
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OUTPUT DURING CPERA-tON IPOWER OPTIMIZER CONINE[TELI TC OPIERATING SOLAKDGE INVUITEFIJ
M-111 L' DLIjUl. 4;-: rll� j '�Lk
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PV SYSTEM DESIG N USfftG S114CLE PHASE
A SOLAREDGE INVERTER""! HD -WAVE SINGLE PHASE THREE PHASE 208V TflREE PHASE 4180V
15 25 50
DBM DESIGN
%1j'-lr.'U Puk%,l pef Sti, 57v2 15000,4-,!� 5 0 6wo 715
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E: PROJECTS@DBMSOLAR.COM
:2. WWW.DBMSOLAR.COM
DESIGNE
Vi. Perry
DATE
07/17/2017
PlI.JECTOl
2017 -STELLAR
SHEET NAME
INVERTER SPEC SHEETS
PAGE # SPECS � REVIIIIIN: 0
F-
IRONRIDGE
RACKING SPECSHEET
FlUsh Mount System
Su �t fr� z'ni:- '�' lei. qh;'- - r�-'
lronRidge builds, thestil mounting symem for pitched r00f3 in 50111T. Every carnponent has been tested to
1he limil't and proven in extreme emriFonments.
Our toorous approach has led to unique structural fentil such as curved iailsand reinforced flashings, and
is also why our products are fully certified, ciDde comphant and backed by a 22AD-year warranty.
Strength Tested
All c*rnponents- evaluated im superior
-structural porforrmnoe.
Class A Fire Rating
ance
Certified to maintain the fire tesist,
rating of the existing T0011.
UL 2703 Listed Systern
Entire system and comporients mr-at
newest effective UL 2703 standard.
L
PE Certified
Pre -stamp, -,d engine-efing lletters
available in most states.
Design Assistant
Online software makez it simple to
create, share, and price piojWs.
20- Year Warranty
TvAce the protection off ef ed by
competitars-
X1Ft10 Rail
A llow-profile m"ming rW
for regiona with light snow.
B'spanning C�*fibili?y
Moderate load anpabifty
Gis2r, & black anod. finish
XR100 Rail
XR1000 Rail
The ullinivide resiclanfia]
solar mourming rwl.
8- spanning capability
Heavy �oad capability
Clear & black. anod. finish
UF03 Stopper Sleeves
Univernall Famening Objemms Snan cm ft ILIFO to turm
bond mr4cLiest to, rails.
into a bonded end clump.
Fully awernJ:i49d&k;bqd
Sorm:lla nvDdules io, rails
Single. universW size
6 diffe rem sizee
Clew & black fnish
Cow & black anod.fln4h
FlashFoot2
Flash m-�d mount XA Pals
with superior waterproofing.
Twir-on Cap eases install
Wind -driven rain iesied
Mill &black firish
Slotbod L -Feet
:)zop�in design for rapid Tail
attachment.
Secure rail corefectiDna
S�m for venical adjusting
Clear & black anod. finiah
Deagn Asaiistart
Go from rough I%ADLa bo fully
engineefed symarn. For free.
A heavyweight mounting
tail f*z oommwciw pirojews,
12'soanning capiabilily
Extteme load capability
Clear anodized finish
Grounding Lugs
qwipimen: ground
Low profile
Single wol insiall lation
Mounts in any direction
Bonding Hardware
BaM and arzach XR Paili3
to certified atwhmerrtz.
T & Square Boft optona
1*A uses 7.116' sockiei
A3*en-d)W & itAxicated
Bonded Sooes
't-�
AN rails use internal splices
for searnlese connections.
Seff-drilling wtewa
Varying versions for rails
Foirre asoure bonding
Mlicro,iinverter 10%
- 4ft
7
Mount MIS or pos tD XP
Rails.
Boodis devices 10 rai "s
Kit coffwz weembled
UstedioUL2703
Flush Standoffs
Paiee Flush Moum Symern
Woika with vent flashing
4* and 7' lengths
Ships assembled
NABCEP Certified Training
Earn ftee conlinuiN edu=ion crewdits,
while learniqg more about our systems.
'V�
Ir 1* -Ir;, ift. - , *'rvi "
OTELLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
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DBM DESIGN
DBM SOLAR DESIGN AND
CONSU LLC
E PROJ C01
BY
DATE
N,r3p7d,j 7
PROJECT
2017 -STELLAR
SHEET NAME
RACKING SPEC SHEETS
PAGE* SPECS 71,110N: 0
RACKING SPECSHEET
F -
XR Rail Family
The XR Rail Family otters the strength of a curved rail in three targeted sizes. Each size supports specific
design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match.
XR10 XR100 XR10W
XA 10 is a sleek. lowproffle mou" XR 100 is the ultimate residential XR I ODO is a heavyweight among
rail. designed for regions with lighl or mounting rail. h supports a range of solar mounting rails. It's built to handle
no snow. 11 achieves 6 foot spans. vAlle wind and snow conditions. %%tile also extreme climates and spans 12 feel or
remaining light and economical- maximizing spans up to 8 feet. mire for commercial applications.
6' spanning capability 8'spanning capability 12* spanning capability
Moderate load capability Heavy load capability Extreme load capability
Clear anodized finish Clear & btwk anodized finish Clear aroodized finish
Irriernal spilices available Inlemal splices available Irilemal splices avaab4e
Rail Selection
The following table was prepared in compliance with applicable engineering codes and standards. Values are
based on the following cfneria: ASCE 7- 10, Root Zone 1, Exposure B, Root Slope of 7 to 27 degrees and Mean
Building Height of 30 ft. Visit lronRidge.com for detailed span tables and certifications.
T#71
50-70 160
80-90 160
L
XR10
XA100
XR1000
Hughes, Daniel
PIITCHED� F'OOF
Grounding Diagram
IRONRIDGE
"TELLAR
Wheat Ridge, CC 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
0 0 --
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Hughes, Daniel
PIITCHED� F'OOF
Grounding Diagram
IRONRIDGE
"TELLAR
Wheat Ridge, CC 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
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0
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Page 6 of 7
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DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING,COMPAINY, LLC
E: PR=DBMSOLAR.COM
SQLAR.COM ,
I 14;,Perry
DATE: �07/17/2017
PROJECT 9 1,-
2017 -STELLAR
SHEET NAME�
RACKING SPEC SHEETS
_j PAOE I SPECS I REV1111M 0
Hughes, Daniel
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Last updated by Chase Daily on 2017-07-17 143217 -0700
Page 5 cf 7
STELLAR
Wheat Ridge, CO 80033
P: (303) 729-4354
WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
HEREIN CONTAINED SHALL NOT BE
USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR IN PART
TO OTHERS OUTSIDE RECIPIENTS
ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
PERMISSION OF DBM SOLAR DESIGN
AND CONSULTING COMPANY, LLC
N k-- r-% 1 1 11% -r- I I r-% A I t-1 k I I
8/18/2017
DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECTS@DBMSOLAR.COM
WWW.DBMSOLAR.COM
I DATE:
PROJECT# I . -0,
2017-STF.LLAR
SHEET NAME
RACKING SPEC SHEETS
PAGE # SPECS I REV111011: 0
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DBM DESIGN
DBM SOLAR DESIGN AND
CONSULTING COMPANY, LLC
E: PROJECTS@DBMSOLAR.COM
WWW.DBMSOLAR.COM
I DATE:
PROJECT# I . -0,
2017-STF.LLAR
SHEET NAME
RACKING SPEC SHEETS
PAGE # SPECS I REV111011: 0
RACKING SPECSHEET
11 "TELLAR
lar, -1. (:1114TRAJORS
lr�onRidg
,e kfarch [4, 20,16
Mr. David F'. Taiwan Page 20 of 20 4020 Youngfield St.,
fronRid i Wheat Ridge, CO 80033
X11106 Rail, R(.vf Flush Moundrig System - StrUettiral Analysis
Starling Mudi:5on Lofquist, Inc. i P: (303) 729-4354
sm_ WWW.ENERGY-CONTRACTORS.COM
CONFIDENTIAL - THE INFORMATION
5224 South 39* Street, Phoenix, Arizona 85040 Notes - -tabulated values are basoc! on [he fol I owing criteria: HEREIN CONTAINED SHALL NOT BE
tel: (602) 438-2500 tax: (602) A38-2505 RCC*291316 www-soviler"g-com I Building mmi roof hei ht - 30 ft i USED FOR THE BENEFIT OF ANYONE
EXCEPT STELLER ENERGY
Category i
Risk CONTRACTORS NOR SHALL IT BE
DISCLOSED IN WHOLE OR �N PART
-3. SoLar maximuni module long dimension is 67.5 inches, for Tables t A -9A. and 78 �5 inchts for TO OTHERS OUTSIDE REC PIENTS
lronRidpe March 14, 2016 Tables. I B -91B. ORGANIZATION, EXCEPT IN
CONNECTION WITH THE SALE AND
1495 Zepfivr Ave Paee I of 20 4. Provide 2 in- c I car ktwcen roof and rail USE OF THE RESPECTIVE
EQUIPMENT, WITHOUT THE WRITTEN
I laN %ard, CA 94,544 5- End cantilever 5pn (max) = 0.40 x mnximurn span (Ln.) fh)m above tabies. Sec'Figure A PERMISSION OF DBM SOLAR DESIGN
6. No rail splice,,. in outer'_113 of cnd spains. or the middle P3 of interior spami based on the AND CONSULTING COMPANY, LLC
- installed actachment spacing See Figure A
Attn_ Mr. Da% id F.1 algpa, VJLC President Products 7. Singk simple span(s). Spans IiI.Led in the ishles above may be multipliedby 1-09 for
continuous rails of3 or more spans.
Subject: It orillidge XR 100 Rai I. RoofFlush Mount I tip- System - Stfuctural Aivaiv sis
N. Module Mounting Mid Clamps shall not t*. iiisialled lc%.% than 20 inchcs from Roof Zone 3
where %ind slwcds am marked with an 0 in -tables 313 and 613.
Deat Sic find Sven Interior splin F -MI Span
We have analvzed the fronRidge XR100 Rail for t1w -wbject -iolar module sulnu"t sysitem avid
determcned that, for the conrigurationi and criteria described helow, it is if) Compliance vi.Ith tile
applicable sections oi'the follovk ing Red&enee Ek-wunients". 0.4 L, L_. TYP
113 L..., TYP
Codes: ASCEISE11 7-10 Min. lkskgn Loads t4r Buildings & (Mber Structures TI'Wkirc A
L_ Maximum attachment spacing provided in the tables above fbr the project deiign criteria
International Building Code 2015 Edition co
C:)
Internatimial Residential Code 2015 Edition L_. Actual installed attachment spacing C:)
Otlief: AC418, Accepunce Criteria fig, Modular Harning S% stein i I J_wd it) Suppxwt I1,V 0 00 6i
W a) 0
Indic.atcs region of the rad Aliere splice inay Lv insml!ed P: > N
Modules� dated 1:11ective November 1. 201-1 1)) 1�611S <
:E U) <
Alurruntun Desiv
gn Manual. 210 15 Edition
Our analysis asswries fliat the rails, including the. connections and aswctated hardware, are ijisWled 0�
0 0) 1)0 W
in a workmarilike, niannei in accordance with the "lr4ynRidgc Flush Mount Installation Manuc-d" by LL = F -
The lronRidgze XR100 Rail is an extruded alwninum section �%jth an oveyall delAh of -2,43H in- and a Z Z: U) :-�.
net area of 0.583 sq.in. Tlw rails are used to suppcin solai nuuJules, typicalk, oti the rix)rof a TronRidge and gencralk accepted stwidards of construction praciiec, Additional information is — — CU >- Se
LLj A) L0 (1) C0
buildike. &ee F�.hibfl (X)l I- all-aclied. T1w mMules are clamped to Iiie rail,'; In the IfonRidpe available al the 11170nRidge web site, lion.12,idge-coin. Verification of PV Module capacity to support F- C:) 0
the loads as.,4mmiled with the given am, y shall be the respoijsibjlit,�, of the Contra-vtorCIT OW-nCr and L0 L) (9
Module Mowiting Clamps. as shown in the ailaefted L.dubit. lilte tails are attached io the L-FIL1101 _& 0c) CD
alwiiiinurn akale hrackets'diat afe either attaclied d.trecily to the toof frainkap of attached to a stand not lronRl e or Sturling Madison Lofquist,
that is stro%ed to tlw roof framing -the fails are mounted aLross. the ilope wjth a sinall clearance
C, The adequacy of the supporting rool-framing is to K� determined by others.
iflus;h inourmng,� to the underb, ing roof structure- The insialled -,A)Iar modules we at the s&tne slope 0-*
as the urider1% ingroof su'ucture.
Plea%e feet free to contactme at your convenience ifvL)u have any questions.
4
Alt k3ads are tratNlfeired to the rot-iffiarning, thfough the ample brackets bv simple hii-amal flexure of
40 81 DBM DESIGN
the rails. The rnaxiinuni span of the tails I--. Lo% erned by either tile nud-span flexural stre.,Lses Or the Respectful1v yours, 3 J I
deflection requiferrient that the rail riot come i4jjo cukiitacj�ujth the joac. DBM SOLAR DESIGN AND
CONSULTIP�C,,OMPANY, LLC
E: PR @_8Mk0LAR.COM
-the effect of seisinic Ithads; (foi all deiip
,ni cateportei A -F 0 have been deterinined (to tk- less than the ;4W.DETOLA �.OM
elli2ct due to wirid Immis in all koad conditiorts and corribinations. Thererore, the inaxinium allowable Tres Warner. P.F, DEStED BY: -
in the tables helo". Table.; IA -9A are for modules with a Whej IL —
spans t6r coninton load cases are shc , Perry
rni%imurn lone dirrienston of'67.5 inches and Tables I R -9B are fim modules %kith a nimornum lon2 Design Division Manager DA Ila
dimension of 78.5 inches- 1147d I - 201 IJ
Stasling Nfiedison LofiluisE, Inc, Gansulting Stirticitaral and F4irrn-.9i(.- Fnginer.rS PRojEc 2D4Z-.S_TZ-tLAR
Surling NtAdiiaoA 11-Aliquist, Inc. Cnmultin,� StructurAl and Fairemic Edginctra -20- SHEET WME:
RACKING SPEC SHEETS
PAGE # SPECS I III 11110N. 0
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: M ) D
Job Address: 25C6, W -?6177Y A VK
Permit Number: 2�) "]o Z� S
❑ No one available for inspection: Time ` AM/ I�V
Re -Inspection required: Yes (V_
*When correction have been made, call for re -inspection at 303-234-5933
Via! e; ; Ins ecto��
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
�r
Residential Roofing PERMIT - 201703275
PERMIT NO:
201703275
ISSUED:
07/05/2017
JOB ADDRESS:
8505 W 38th AVE
EXPIRES:
07/05/2018
JOB DESCRIPTION:
Residential Re -roof
to install
asphalt composition shingles - 27 sq.
*** CONTACTS ***
OWNER (303)979-5737
HUGHES DANIEL
SUB (720)746-1661
Jerry Hughes
090190 Stellar
Energy Contractors
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
2406 / BEL AIRE,HILLCREST
HEIGHTS,
ME BLOCK/LOT#:
0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION:
11,000.00
FEES
Total Valuation
0.00
Use Tax
231.00
Permit Fee
220.15
** TOTAL **
451.15
*** 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.
City of Wheat Ridge
Residential Roofing PERMIT - 201703275
PERMIT NO: 201703275 ISSUED: 07/05/2017
JOB ADDRESS: 8505 W 38th AVE EXPIRES: 07/05/2018
JOB DESCRIPTION: Residential Re -roof to install asphalt composition shingles - 27 sq.
I, b myy 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 perforin 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, policies and procedures.
2• This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable cog any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Kimberly Cook Zo(70 3 2
From: no-reply@ci.wheatridge.co.us c —
Sent: Thursday, June 22, 2017 11:32 AM
To: Permits CommDev c -q
Subject: Online Form Submittal: Residential Roofing Permit Application
1
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. 1
Is this application for a Yes VlG e`Y�°'r�'d 711117
residential roof?`I ti
ns tv
" 71V17,,, -,-
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
8505 W. 38th Ave
Daniel Hughes
303-979-5737
aysfaninside@msn.com
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
C�
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. YOU WILL BE CONTACTED WHEN YOUR PERMIT
J
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. Permits are currently being
O
processed within 5 business days, subject to change based on volume.
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. 1
Is this application for a Yes VlG e`Y�°'r�'d 711117
residential roof?`I ti
ns tv
" 71V17,,, -,-
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
8505 W. 38th Ave
Daniel Hughes
303-979-5737
aysfaninside@msn.com
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
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
Stellar Energy Contractors
090190
720-746-1661
Contractor Email Address office@energycontractors.com
Retype Contractor Email office@energycontractors.com
Address
DESCRIPTION OF WORK
Are you re -decking the No
roof?
Description of Roofing Composition shingles
Material
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 27
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 27 /
roofing material for this
project
2
Provide additional detail 5/12 pitch
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract (1!1000
value or cost of ALL
materials and labor)
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 Dawn Bargas
Email not displaying correctly? View it in your browser.
3
www.energycontractors.com
4020 Youngfield St, Wheat Ridge, CO 80033
Office: 720-746-3.66:L Fax: 720-897-2832
Agreement
Client Name: Daniel Hughes
Phone: 303-979-5737
Project Address: 85oS W 381h Ave
Other Phone:
City, State, Zip: Wheat Ridge, CO 80033
Client Email: aysfansinside@msn.com
Specialist: Micah Maberry
Preferred Communication Method:
Specialist Phone: 303-495-4312
Referred By:
Specialist Email: mica hmaberry@ener contractors.com
Date: 5/18/2017
THIS PROPOSAL ("Proposal") is by and between Stellar Energy Contractors, Inc. ("Contractor") and the above client ("Client"). These provisions
have been designed to facilitate proper communication between the Contractor and the Client. If you have any questions, please ask your energy
specialist to explain. This Proposal (including appendices), along with the installation agreement ("Agreement") constitutes the entire contract
between the parties regarding the Work ("Work"). Proposal pricing is valid for thirty (3o) days.
i. Specifications (Roofing):
We will always provide new colored flashing/rake edge, use upgraded underlayment, starter strip on all rake/drip edges, apply ice/water shield to
all eaves/ valleys/ rakes, and apply 6 nails per shingle. These "upgrades" will extend your roof life, reduce damage to your wood trim, prevent wind
damage and look better. We think that they should be required in the code and we would do them on our houses. WE DO ROOFS RIGHT!
Measurements
Field Area: 2407' Ridge: 76' tarter/ Eaves: 133' Pitch: S/22
Hip: o' Valley: 44' Rake:182' Stories: z
Flashing: 39' Step Flashing: 65'
REMOVE
❑ i Layer of Composition Shingles
❑ 2 Layers of Composition Shingles
❑ 3 Layers of Composition Shingles
❑ Wood Shingles
❑ Wood Shingles + 1 Layer of Comp.
Shingles
INSTALL
❑ 1/2" CDX Plywood
❑ 7/16" O.S.B.
❑ Underlayment_3olb
❑ Ice & Water Shield
❑ 2" x 2" drip edge/rake metal
❑ 2" x 4" drip edge for eaves
❑ 2-1/2" x 2" D/L style drip edge baked
enamel
❑ Open Valley System
❑ Closed Valley System
❑ 2" w/ Valley Flashing
❑ Matching Ridge Caps
❑ Chimney Flashing
(seal and paint to match roof.)
❑ Roof to Wall Flashing
(seal and paint to match roof)
❑ Skylights Step Flashing
❑ Cricket behind chimney to divert water
❑ Ridge vent 4o L. F.
❑ Aluminum Turbine (baked enamel)
❑ Roof Vents # 4
❑ Soffit Vents #
(for proper attic ventilation)
❑ 3 in 1 pipe jacks
❑ 4" heater vent caps
❑ _s _6" heater vent caps
C)8" heater vent caps
❑ 6" roof jacks
MEMO
❑ Promptly remove debris from job daily
❑ Sweep yard with magnet
❑ Utilize house protection package
❑ Protect landscaping as much as possible
❑ Roof deck replacement is not included and
will only be added if required and with
Client approval at s1.56 sq. ft. (approx. s5o
per 4x8 sheet
Proposed Selected Roof Type Color Price
Option:L 1 Owens Corning Driftwood $3.1,475
5" Gutters/Gutter Covers Aluminum $1,394
2. Specifications (Solar):
Panel Mfg; Canadian Solar Size: 6.6 KW Number of Panels: 24
Service upgrade: No Inverter Qty:1 Monitorin : YES
Inverter Mfg: Solar Ede Total: $27,89o.43 Rackin Mfq: Iron -Ridge
www.energycontractors.com
4020 Youngfield St, Wheat Ridge, CO 8o033
Office: 720-746-1661 Fax: 720-897-2832
The system includes all miscellaneous labor and material, including racking/ racking hardware, conduit, wire, collector boxes, hangers, etc.
Delivery, Inspections, and utility processing is included. Building, lot documentation, and electrical documentation as required byjurisdiction is
included. Structural engineering to satisfy Municipality Building Department requirements is included. Unless otherwise stated, the terms of this
proposal does not include modification, reinforcement, or alteration of structural members or system. Should it be determined that modification,
reinforcement, or alterations are required by a structural engineer, Contractor will inform Client of the cost of these requirements prior to
commencing work. As every jurisdiction is different, permit cost is not included and will be added to proposal when known.
Anticipated completion time is 8-12 weeks, but is dependent upon utility, weather, material availability, client availability, engineering,
permitting, and building department/ utility inspections.
3. Notes/ Special Instructions.
HVAC
*Replace A/C, Coil, and Furnace with 16 SEER Carrier Unit with matching Coil, and replace Furnace with Variable Speed, Infinity Carrier Furnace.
Touch Screen infinity t -stat included, along with all labor, materials, and permits. A MERV 4 Filter is Included as well. Total: $11,429
*Add AirScape3.2 Whole House Fan, along with added ridge vent for ventilation to the attic. Total: $3,375
Attic:
* Attic Air seating & Insulation Prep: Seal all those leaks hidden under your insulation to make your home more comfortable and energy efficient -
including wall top plates, electrical and plumbing penetrations, and any bypasses and chases. This is an important step as it stops a significant
amount of air leaking out of your home that insulation alone will not stop! Additionally, prep the attic space before adding insulation: install air
channels forsoffit vents, insulate fan ductwork, install plywood dam around hatch, weather-strip and insulate hatch.
* R -6o Attic insulation: After air sealing and prep is complete, insulate any vertical walls with additional blanket of R-19 air barrier insulation, and
insulate all flat portions to R -6o with high quality formaldehyde free Owens Corning short fiberfiberglass (performs much better than traditional
long fiber insulation) insulation. Total: $2,805
4. Payment Terms and Loan Information. Contractor proposes to complete project in accordance with above specifications, for the
sum of: $59,585.43
Cash Down Payment...............................$g,000
12 years Qa 2.99% Sum and Payment ...... $38,705.43 @ $321/month
12 Month Deferred Interest .....................$11,880
These payment terms reference payment due dates, in addition Client should review "Terms" section of Installation Agreement.
5. Roofing Project Declarations (also stated in Installation Agreement). Pursuant to Colorado Statute S1338- Colorado's
Consumer Protection/ Residential Roofing Bill, Contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any
insurance deductible applicable to the insurance claim for payment for roofing work on your property. Contractor shall hold intrust any roofing
payment/ deposit received until roofing materials have been delivered to the jobsite.
Certificate of Insurance identifying Contractor's insurance carrier and the types and amounts of coverage and our insurance contact information is
attached or will be provided to Client and is incorporated herein by reference and should be considered part of this Agreement.
Client may cancel this Agreement/ Proposal at any time prior to midnight of the third business day (Sundays and Holidays excluded) after the date
of this transaction by sending a signed and dated written Notice of Cancellation by registered or certified mail, return receipt requested to 4020
Youngfield St. Wheat Ridge, CO 80033. Upon receipt of such Notice of Cancellation, Client is entitled to a full refund of a ny Pre -Payment (subject
to custom and special orders) that was made under this Agreement and Proposal.
If Client plans to use the proceeds from a property and casualty insurance policy to pay forthe roofing work, client may cancel this Agreement/
Proposal after receiving written notice from the property and casualty insurer that the claim has been denied in whole or in part (subject to the
same conditions and timeline above).
www.energycontractors.com
4020 Youngfield St, Wheat Ridge, CO 80033
Office: 720-746-1661 Fax: 72o-897-2832
6. Acceptance of Proposal. The prices, specifications, and conditions are satisfactory and are hereby accepted.
Signatures
Client:
Name
Daniel Hughes
Date of Acceptance:
06/05/17
Signature
ARIW yuyhet
Stellar Energy Contractors:
Name
Micah Maberry
Date:
1 5/31/2017
Signature
7n��
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77116
BUILDING INSPECTION LINE -(303-234-5933) Date : 5/21/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: MRS. AUDREY CARNEGIE
Property Address : 8505 W 38TH AVE
Contractor License No. : 21964
Phone : 467-0509
Company : THD At-Home Services, Inc. Phone :(770) 779-1423
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 agreedo abide by all conditions printed on this application, and that I assumefull responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable heat Ridge ordinanc for work under this ermit
(OWNER)(CONTRACTOR)SIGNE~~ DAT~
Description : VINYL REPLACEMENT SIDING
Construction Value :
$15,597.00
Permit Fee :
$344.90
Plan Review Fee :
$0.00
Use Tax :
$187.16
Total:
$532.06
Use :
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
2oni ng,Corrmme~r~ts; j
Approval :
Zoning :
Bu~Idin,g,Comments i
Approval :
Puti il c, o~s~',~Gor~ments,;;3
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company:
Plumbing License No :
Company :
Mechanical License No :
Company :
Expiration Date :
Approval :
Expiration Date :
Approval:
Expiration Date :
Approval :
(7) This permit was issued in accordance with the provisions set foM1h in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any olher applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or .
abandoned for a period of 120 days.
(3) If 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 specifcations and any suspension or abandonment has not exceeded one (1) year. if changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done lhat will change the natural flow of water causing a drainage problem. .
(5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shali receive written approval on inspection card before
proceediing with successive phases of the job. (6) The issuance of a permit or ihe approval of drawings and specifcations shall nol be constmed to be a permit for, nor an approval of, any violation of the
provisions of in g cod any othe ~ ance, law, rule or regulation.
MIN f uil g Insp cto
C
Please sign Terms and Conditions on reverse side of page.
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Mr. Michael Chessnoe, P.E.
Chessnoe & Assoc.
Page 2
5. Upon completion of the drainage improvements the engineer,
Mr. Michael Chessnoe, P.E. 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 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 Temporary
Certificate of Occupancy, or Certificate of Occupancy.
f
ve any questions, please contact me at 235-2868.
,
FIl-y
on, M.P.A.
Greg Knuds
Development Review Engineer
GWK
cc: Bob Goebel, Public Works Director
Alan White, Planning & Development Director
Dave Kotecki, Sr. Project Engineer
Steve Nguyen, Traffic Engineer
John Eckert, Chief Building Inspector
Meredith Reckert, Senior Planner
John McGuire, City Surveyor
File