HomeMy WebLinkAbout12235 W. 34th PlaceFrom: no-reolv(alci.wheatridae.m. us
To: CommDev Pets
Subject: Online Form Submittal: Revision to Permit Application
Date: Monday, August 3, 2020 2:39:16 PM
Revision to Permit Application
Permit Number
202001005
assigned to project
PROPERTY INFORMATION
Permit Number
202001005
Property Address
12235 W 34th PI
Property Owner Name
Weaver, Steve
Property Owner Phone
(720) 280-0071
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Field not completed.
Address
CONTRACTOR INFORMATION
Contact Name
SUNRUN INSTALLATION SERVICES INC
Contact Phone Number
303-942-8094
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
colorado.permitting@sunrunhome.com
Retype Contact Email
colorado.permitting@sunrunhome.com
Address
DESCRIPTION OF WORK
Detailed Revised Structural Upgrades Removed (PV-3.2)(see Rev Cloud B)
Scope of Work -
Provide a detailed
description of work
including mechanical,
electrical, plumbing
work occurring,
adding/removing walls,
etc
Engineer Letter (if
applicable)
Additional Documents
on Letter Size
Are plans or
documents locked for
editing?
Construction Plans
scanned on 11'x17" or
larger
Additional Project
Value Only add what
the revised scope of
work is valued at.
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
Field not completed.
No
0
SIGNATURE OF UNDERSTANDING AND AGREEMENT
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.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have
been authorized by the
legal owner of the
property to submit this
Yes
Yes
Yes
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Submitting Andrew Nyman
Revision
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a.sunrun
August 6, 2020
Subject: Structural Certification for Proposed Residential Solar Installation.
Job Number: 501R-235WEAV;Rev C, Dated 8/5/2020
Client: Steve Weaver
Address: 12235 W 34Th PI, Wheat Ridge, CO, 80033
Attn: To Whom It May Concern
A field observation was performed by a Sunrun qualified technician to document
the existing conditions of the above mentioned address. Structural evaluation of
loading was based on review of site observations and the design criteria listed
below.
Design Criteria:
• 2018 IBC/IEBC/IRC, ASCE 7-16, and 2018 NDS
• Basic Wind Speed Vult = 105 mph (Vasd = 82 mph), Exposure B
• Ground Snow Load = 30 psf
Based on this evaluation, I certify that the alteration to the existing structure by the
installation of the PV system, with the upgrades specified in the plan set, meets the
requirements of the applicable existing building and/or new building code
provisions adopted/referenced above.
Additionally, the PV module assembly and hardware supporting it have been
reviewed to be in accordance with manufacturer's specifications and verified to
meet the min imugquirements referenced above.
Digitally Signed: 08/0620
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
asunrun"
Structural Calculations for the Steve Weaver Residence PV Installation
Date: 8/6/2020
Job Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
Job Number: 501R-235WEAV
Scope of Work
These calculations are forthe existing roof framing which supports the new PV modules as well as
the attachmentofthe PVsystemto existing roofframing. All PV mounting equipment shall be
designed and installed per manufacturer's approved installation specifications.
Calculation Index
Sheet Description
2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading
3 Roof (2) Dead Loading, Roof (1) Framing Check
4 Roof (1) Framing Check cont., Roof (2) Framing Check
5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope
of Work
Engineering Calculations Summary
Code: 2018 IBC/IEBC/IRC, ASCE 7-16, and 2018 NDS
Snow Load:
S=
30
psf
Live Load:
LL=
20
psf
Wind:
Wind Speed Ult. (V)=
105
mph Exp. =B
PV Dead Load:
DPV=
3.0
psf
133 Tech no logy Dr., Suite 100, 1rvine, CA 92618 1 P 949.393.0993
&,SO
Structrure Geomet
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
2of5
Mean Roof Height, h, =
13 ft
Eave Height, h, =
8 ft
Briding Length, L =
52 ft
Building Width, B =
52 ft
Module Area =
20 ft'
Roof Pitch, B -
18 degrees
Live Load'.
Roof Live Load, Lr = 20 pat Equation 4.8-1
Snow Load
Ground Snow Load, pg =
30 pat
Fig. Z-1
Snow Importance Factor, l: =
1.00
Table 1.5-1
Thermal Factor, R -
1.1
Table Z3
Exposure Factor, C, =
0.9
Table Z-2
Roof Slope Factor, Cs -
1.00
Figure 72c
Flat Snow Load, R =
20.8 pat
Equation 7.3-1
Sloped Roof Snow Loads, P, =
20.8 pat
Equation 7.4-1
Is the width of the roof> 20ft7
Yes
dKoj(�PYOCrr
Drift Height, hd =
1.70 ft
Figure Z-9
Roof slope for a rise of one, S
3.08
Zone 1lost) Zone2lpsf)
Unbalanced Width =
7.97 ft
Fig Z-5
Y =
18 pct
Equation 7.71
Unbalanced Snow Load =
38.17 rat
Fig Z-5
Basic Wind Speed (3s gust), V
= 105.0 mph
Figure 26.5-1A
Building Occupancy Category
- 2
Table 1.5-1
5.0 pat
Wind Importance Factor, Iw
= 1.00
Table 1.5-2
�a
Exposure Category
= B
Sec 26.7.3
3.0
Topographic Factor, Kst
= 1.00
Equation 26.8-1
2.0
Velocity Pressure, ch
= 16.79
Equation 30.4-1
dKoj(�PYOCrr
Edge Zone,a
= 3.20 ft
Figure 30.5-1
12.0 paf
Uplift (0.6W)
Zone 1lost) Zone2lpsf)
Zone3lpsf)
GCp
= -0.84 -1.55
-2.43 Table 30.4-2
P30.4=.6 x ch x GCPzone
= -9.60 -15.62
-24.43 Equation 30.4-1
Downward (0.6W)
GCp
= 0.43 0.43
0.43 Table 30.4-2
P30.4=.6 x ch x GCPzone
= 9.60 9.60
9.60 Equation 30.4-1
Dead Load'.
Roof 1
Roof
Walls Exterior
Composition Shingle
3.0 pat
Wood
5.0 pat
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' OC
1.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, PPV
3.0
Total Roof DL=
9.0 pat
Total Wall DL=
12.0 paf
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
alm)
Roof Or
Address: 12235 W 34Th PI
Wheat Ridge, CC, 80033
3of5
Roof
CD (Snow)
Walls Exterior
= 2x6 Rafter @24'CC
Composition Shingle
3.0 psf
Wood
5.0 psf
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' CC
2.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, Pp,
3.0
End =P,mxAt+0.6 x Po x cos(B) =
104 lb
Total Roof DL=
10.0 pat
Total Wall DL=
12.0 psf
Roof ll Framing Check'.
CD (Snow)
Roof Framing
= 2x6 Rafter @24'CC
Timber Species
= Doug Fir -Larch #2
Max Beam Span
= 12.6]k
b
1.5 in
d
5.50 in
Moment of Inertia, I,
= 20.80 in
Section Modulus, S,
_ 7.56 in'
Bending Stress, To
= 900 psi
Elastic Modulus, Emio
= 580000 psi
Sheer Stress, F✓
= 180 psi
CD (Wind)
CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'. 1.60
1.15
1.18
1.00
1.00
CL
Cr
Cm
C
Cr
1.00
1.30
1.00
1.00
1.15
Load Case: DL+0J5(0.6WI+0.75S(CD=1.61
Roof Snow Distributed Load, wSL = 42 pit
P.00.,=P,x At = 261 lb
Mmwiod_:oowl = 1228 lbft
Fit (wme)= To xCD xCa xCMxCtxCLxCA xCfuxC xCr = 2540 psi
Mauowam:=S, x Ed' (snow) = 1601 lbft> 1228
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
PV Tributary Width, ass, =
3.30 k
PV Tributary Length, Lw =
4.0 k
PV TributaryArea, At =
13.2 k'
PV Dead Point Load, Pit = Pp, x At =
38 lb
Roof Distributed Load, wDL =
11 pit
Load Case:
0.6DL+0.6W ICD=1.61
Footsore =
1
End =P,mxAt+0.6 x Po x cos(B) =
104 lb
Mmwiodi =
206 lbft
Fit (wind)
To xCD xCa xCM xCLxCLxCA xCm XC, xCr =
2540 psi
Mauowam:=S, x To' (wind) =
1601 lbft> 206 OR
Load Case:
DL+0.6W ICD=1.61
Pdown=Pnmx At+Pit x coa(B) =
164 lb
Mn1windi =
729 lbft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC xCr =
2540 psi
Mauowam:=S,x To' (wind) =
1601 lbft> 729 OR
Load Case: DL+0J5(0.6WI+0.75S(CD=1.61
Roof Snow Distributed Load, wSL = 42 pit
P.00.,=P,x At = 261 lb
Mmwiod_:oowl = 1228 lbft
Fit (wme)= To xCD xCa xCMxCtxCLxCA xCfuxC xCr = 2540 psi
Mauowam:=S, x Ed' (snow) = 1601 lbft> 1228
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
as
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
4 of
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1137 lbft
Fit (snow) To xCD xCa xCMxCLxCLxCA xCx,xC, xCr = 1826 psi
Mallowable=S, x Ed' (snow) = 1151 lbft> 1137 OR
Roof (2) Trunnion Check
Roof Framing = 2x6 Rafter @24'DC
Timber Species = Doug Fir -Larch #2
Max Beam Span = 14.33k
b 3.00 in
d = 5.50 in Rafter Sictering Upgrade Required
Moment of Inertia, I, = 41.59 in
Section Modulus, S, = 15.13 in'
Bending Stress, To = 900 psi
Elastic Modulus, Emm = 580000 psi
Sheer Stress, F✓ = 180 psi
CD (Wind)
CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'. 1.60
1.15
1.18
1.00
1.00
CL
Cr
Cm
Cl
Cr
1.00
1.30
1.00
1.00
1.15
Roof(2) Framing Check Continued.
End =P,mxAt+0.6 x Po x cosl8) =
104 lb
Load Case: DL+0J510.6W1+O75S ICD=1.61
Roof Snow Distributed Load, wSL = 42 pit
Psno.,=P:x At = 261 lb
Mnlw�od_snowl = 1885 lbft
Fit (wme)= To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2540 psi
Mauowam:=S, x Ed' (snow) = 3202 lbft> 1885
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
PV Tributary Width, ass, =
3.30 k
PV Tributary Length, Lw =
4.00 k
PV Tributary Area, At =
13.20 k'
PV Dead Point Load, Pit =Pros At =
38 lb
Roof Distributed Load, wDL =
13 pit
Load Case:
0.6DL+0.61V (CD =1.61
Footsore =
1
End =P,mxAt+0.6 x Po x cosl8) =
104 lb
Mnlw�od_op1 =
23116 -ft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC, xCr =
2540 psi
Mauowam:=S, x To' (wind) =
3202 lbft> 231 OR
Load Case:
DL+0.6W ICD=1.61
Pdown=Pnmx At+Pit x cosl8) =
164 lb
Mnlwiod_ao.,o1 =
114316 -ft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC, xCr =
2540 psi
Mauowam:=S, x To' (wind) =
3202 lbft> 1143 OR
Load Case: DL+0J510.6W1+O75S ICD=1.61
Roof Snow Distributed Load, wSL = 42 pit
Psno.,=P:x At = 261 lb
Mnlw�od_snowl = 1885 lbft
Fit (wme)= To xCD xCa xCMxCtxCLxCA xCfuxC, xCr = 2540 psi
Mauowam:=S, x Ed' (snow) = 3202 lbft> 1885
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
5of5
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1750 lbft
To' (snow) To xCD xCa xCMxRxQxCr xCk,xO xCr - 1826 psi
Mauowabl:=S, x To' (snow) = 2301 lbft> 1750 OR
Rafter Attachments. 0.6D+0.6W(Zone 21
Pupuk = At x Pnet
Connector Uplift Calcify per Sna pNRa ck Test Results
5/16' Lag Screw Withdrawl Value
Lag Screw Penetration
Allowable Capacity with CD
Seismic Check.
184 Ib
Existing Dead Load.
60416
> 184 OR
266 lb/in
Table 11.2A NDS
2.5 in
= 42 Ib
1064 lb
> 184 OR
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
Existing Dead Load.
Solar Dead Load.
Arom:,iniog
= 2704 f6
Wpaod
= 42 Ib
Wrom:,iniog
= 16224 lb
Numpaoe
= 20
Awau:,iniog
= 1664 f6
Wpao:La<
= 840 Ib
Wwalle,iniog
- 19968 lb
Woos
- 196 lb
W<mai
- 36192 lb
Wanar
- 1036 lb
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: 4�.
Job Address: 1 2
Permit Number: e)
❑ No one available for inspection: Tim M/PM
Re -Inspection required: YesC-No)
When corrections have been made, schedule for re -inspection online at.
http://www.ci.wheatridge.co.usVinspection ........��
DO NOT R
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: Fjf-
Permit Number: '
❑ No one available fornspegtion: Tim
Re -Inspection required: Yes No
When corrections have been made,
http✓Avww.ci. wheatridge.co. usrnspo
D&I, Z sped
AM/PM
online at.
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: ? C;.,) Ck (��_
❑ No one available for inspection: Timmis M/PM
Re -Inspection required• Yes No
When corrections have been made, sc a for re -inspection online at:
http✓/www.ci.wheatridge.co.u_%rjnspectio —"--_,
1* ► � i City of Wheat Ridge
'/� Residential Solar PERMIT - 202001005
PERMIT NO: 202001005 ISSUED: 06/19/2020
JOB ADDRESS: 12235 W 34th Pl EXPIRES: 06/19/2021
JOB DESCRIPTION: Solar installation, roof mount, flush mount, grid -tied 6.2 kW, 20 panels on
roof.
*** CONTACTS ***
OWNER (720)280-0071 WEAVER STEVE
SUB (303)577-9628 ANDY NYMAN 070159 SUNRUN INSTALLATION SRVS. INC.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 0695 / APPLEWOOD VILLAGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,780.00
FEES
Total Valuation 0.00
Residential Solar 500.00
** TOTAL ** 500.00
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications,
applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include alI 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
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
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, anviolation of any provision of any
applicable code or 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.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Solar PV Installation
Date: Tuesday, June 2, 2020 8:27:04 AM
Solar PV Installation
This application is exclusively for Solar PV Installations
YOU MUST ATTACH A VALID ELECTRONIC PAYMENT ORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for Yes
Solar PV Installation?
PROPERTY INFORMATION
Property Address 12235 W 34th PI
Property Owner Name Steve weaver
Property Owner Phone
720-280-0071
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Weave@attglobal.net
Address
Attach City of Wheat
Electronic Payment Form 12235 W 34th PI Weaver, Steve Rev
Ridge Electronic
A. Af
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
CONTRACTOR INFORMATION
Contractor Business Sunrun Installation Services Inc
Name
Wheat Ridge 070159
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
Address
Retype Contractor
Email Address
DESCRIPTION OF WORK
Scope of Work
KW
# of Panels
Location of Panels
Structural required
Upload engineer letter
or pages on 8 1/2" x
11" only
Solar Installation Plan
Set on 11'x17" only.
Project Value (contract
value or cost of ALL
materials and labor)
720-537-0235
thomas.brook@sunrun.com
thomas. brook@sunrun.com
Roof mount, flush mount, grid -tied 6.2 MN solar PV
6.2
20
roof
Yes
PE Letter 12235 W 34th PI Weaver, Steve Rev A.odf
PV Plans 12235 W 34th PI Weaver, Steve Rev A.Ddf
11780
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 work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Thomas M. Brook
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
a.sunrun
May 19, 2020
Subject: Structural Certification for Proposed Residential Solar Installation.
Job Number: 501R-235WEAV;Rev A, Dated 5/15/2020
Client: Steve Weaver
Address: 12235 W 34Th PI, Wheat Ridge, CO, 80033
Attn: To Whom It May Concern
A field observation was performed by a Sunrun qualified technician to document
the existing conditions of the above mentioned address. Structural evaluation of
loading was based on review of site observations and the design criteria listed
below.
Design Criteria:
• 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS
• Basic Wind Speed Vult = 105 mph (Vasd = 82 mph), Exposure B
• Ground Snow Load = 30 psf
Based on this evaluation, I certify that the alteration to the existing structure by the
installation of the PV system, with the upgrades specified in the plan set, meets the
requirements of the applicable existing building and/or new building code
provisions adopted/referenced above.
Additionally, the PV module assembly and hardware supporting it have been
reviewed to be in accordance with manufacturer's specifications and verified to
meet the min imugquirements referenced above.
Digitally Signed: 05/1920
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
`asunrun�
Structural Calculations for the Steve Weaver Residence PV Installation
Date: 5/19/2020
Job Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
Job Number: 501R-235WEAV
Scope of Work
These calculations are forthe existing roof framing which supports the new PV modules as well as
the attachmentofthe PVsystemto existing roofframing. All PV mounting equipment shall be
designed and installed per manufacturer's approved installation specifications.
Calculation Index
Sheet Description
2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading
3 Roof (2) Dead Loading, Roof (1) Framing Check
4 Roof (1) Framing Check cont., Roof (2) Framing Check
5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope
of Work
Engineering Calculations Summary
Code: 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS
Snow Load:
S=
30
psf
Live Load:
LL=
20
psf
Wind:
Wind Speed Ult. (V)=
105
mph Exp. =B
PV Dead Load:
DPV=
3.0
psf
Digitally Signed 05/18/20
133 Technology Dr., Suite 100, lwine,CA92618 I P 949.393.0993
&,SO
Structrure Geomet
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
2of5
Mean Roof Height, h, =
13 ft
Eave Height, h, =
8 ft
Briding Length, L =
52 ft
Building Width, B =
52 ft
Module Area =
20 ft'
Roof Pitch, B -
18 degrees
Live Load'.
Roof Live Load, Lr = 20 pat Equation 4.8-1
Snow Load
Ground Snow Load, pg =
30 pat
Fig. Z-1
Snow Importance Factor, l: =
1.00
Table 1.5-1
Thermal Factor, R -
1.1
Table Z3
Exposure Factor, C, =
0.9
Table Z-2
Roof Slope Factor, Cs -
1.00
Figure 72c
Flat Snow Load, R =
20.8 pat
Equation 7.3-1
Sloped Roof Snow Loads, P, =
20.8 pat
Equation 7.4-1
Is the width of the roof> 20ft7
Yes
Drift Height, hd =
1.70 ft
Figure Z-9
Roof slope for a rise of one, S
3.08
Zone 1lost) Zone2lpsf)
Unbalanced Width =
7.97 ft
Fig Z-5
Y =
18 pct
Equation 7.71
Unbalanced Snow Load =
38.17 rat
Fig Z-5
Basic Wind Speed (3s gust), V
= 105.0 mph
Figure 26.5-1A
Building Occupancy Category
- 2
Table 1.5-1
5.0 pat
Wind Importance Factor, Iw
= 1.00
Table 1.5-2
CIIyM
Exposure Category
= B
Sec 26.7.3
3.0
Topographic Factor, Kst
= 1.00
Equation 26.8-1
8
Velocity Pressure, ch
= 16.79
Equation 30.4-1
Edge Zone,a
= 3.20 ft
Figure 30.5-1
u
Uplift (0.6W)
Zone 1lost) Zone2lpsf)
Zone3lpsf)
GCp
= -0.84 -1.55
-2.43 Table 30.4-2
P30.4=.6 x ch x GCPzone
= -9.60 -15.62
-24.43 Equation 30.4-1
Downward (0.6W)
GCp
= 0.43 0.43
0.43 Table 30.4-2
P30.4=.6 x ch x GCPzone
= 9.60 9.60
9.60 Equation 30.4-1
Dead Load'.
Roof 1
Roof
Walls Exterior
Composition Shingle
3.0 pat
Wood
5.0 pat
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' OC
1.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, PPV
3.0
Total Roof DL=
9.0 pat
Total Wall DL=
12.0 paf
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
alm)
Roof Or
Address: 12235 W 34Th PI
Wheat Ridge, CC, 80033
3of5
Roof
Walls Exterior
= 2x6 Rafter @24'CC
Composition Shingle
3.0 psf
Wood
5.0 psf
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' CC
2.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, Pp,
3.0
1.00
1.15
Total Roof DL=
10.0 pat
Total Wall DL=
12.0 psf
Roof ll Framing Check'.
Roof Framing
= 2x6 Rafter @24'CC
Timber Species
= Doug Fir -Larch #2
Max Beam Span
= 12.67 ft
b
1.5 in
d
5.50 in
Moment of Inertia, I,
= 20.80 in
Section Modulus, S,
= 7.56 in'
Bending Stress, To
= 900 psi
Elastic Modulus, Emio
= 580000 psi
Sheer Stress, F✓
= 180 psi
CD (Wind) CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'.
1.60 1.15
1.18
1.00
1.00
CL Cr
Cm
C
Cr
1.00 1.30
1.00
1.00
1.15
PV Tributary Width, ass, =
3.30 k
PV Tributary Length, Lw =
4.0 k
PV TributaryArea, At =
13.2 k'
Y�
PV Dead Point Load, Pit = Pp, x At =
38 lb
Roof Distributed Load, wDL =
11 pit
0
�q
Load Case:
0.6DL+0.6W ICD=1.61
Footsore =
1
End -P,mxAt+0.6 x PO x cos(B) -
104 lb
Mmwiodi =
206 lbft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC xCr -
2540 psi
Mauowam:=S, x To' (wind) =
1601 lbft>
206
OR
Load Case:
DL+0.6W ICD=1.61
Pdown -Pnmx At+Pit x coa(B) -
164 lb
M mwiod_ao.,ol =
729 lbft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC xCr -
2540 psi
Mauowam:=S,x To' (wind) =
1601 lbft>
729
OR
Load Case:
DL+0J5(0.6W1+0.)5S(CD =1.61
Roof Snow Distributed Load, wSL =
42 pit
P.00w-P:x At =
261 lb
Mmwiod_:oowl =
1228 lbft
Fit (wind)
To xCD xCa xCMxCtxCLxCA xCfuxC xCr -
2540 psi
Mauowam:=S, x Ed' (snow) =
1601 lbft>
1228
OR
133 Technology Dr., Suite 100,
Irvine, CA 92618 1 P
949.393.0993
as
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
4 of
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1137 lbft
Fit (snow) To xCD xCa xCMxCLxCLxCA xCx,xC, xCr - 1826 psi
Mallowabl, - S, x Ed' (snow) = 1151 lbft> 1137 OR
Roof (2) Trunnion Check
Roof Framing = 2x6 Rafter @24'DC
Timber Species = Doug Fir -Larch #2
Max Beam Span = 14.33k
b 3.00 in
d = 5.50 in Rafter Sictering Upgrade Required
Moment of Inertia, I, = 41.59 in
Section Modulus, S, = 15.13 in'
Bending Stress, To = 900 psi
Elastic Modulus, Emm = 580000 psi
Sheer Stress, F✓ = 180 psi
CD (Wind)
CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'. 1.60
1.15
1.18
1.00
1.00
CL
Cr
Cm
Cl
Cr
1.00
1.30
1.00
1.00
1.15
Roof(2) Framing Check Continued.
Roof Distributed Load, wDL =
13 pit
PV Tributary Width, ass, =
3.30 k
PV Tributary Length, Lw =
4.00 k
PV Tributary Area, At =
13.20 k'
qbM
PV Dead Point Load, Pit =Pros At =
38 lb
Roof Distributed Load, wDL =
13 pit
Load Case:
0.6DL+0.61V (CD =1.61
u�wg
Footsore =
1
End -P,mxAt+0.6 x Po x cosl8) -
104 lb
Mnlw�od_op1 =
23116 -ft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC, xCr -
2540 psi
Mauowam:=S, x To' (wind) =
3202 lbft>
231
OR
Load Case:
DL+0.6W ICD=1.61
Pdown -Pnmx At+Pit x cosl8) -
164 lb
Mnlwiod_ao.,o1 =
114316 -ft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC, xCr -
2540 psi
Mauowam:=S, x To' (wind) =
3202 lbft>
1143
OR
Load Case:
DL+0,7510.6W1+B75S (CD =1.61
Roof Snow Distributed Load, wSL =
42 pit
Psnow-P:x At =
261 lb
Mnlw�od_snowl =
1885 lbft
Fit (wind)
To xCD xCa xCMxCtxCLxCA xCfuxC, xCr -
2540 psi
Mauowam:=S, x Ed' (snow) =
3202 lbft>
1885
OR
133 Technology Dr., Suite 100, Irvine,
CA 92618 1
P 949.393.0993
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
5of5
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1750 lbft
To' (snow) To xCD xCa xCMxRxQxCr xCk,xO xCr - 1826 psi
Mauowabl:=S, x To' (snow) = 2301 lbft> 1750 OR
Rafter Attachments. 0.6D+0.6W(Zone 21
Pupuk = At x Pnet
Connector Uplift Calcify per Sna pNRa ck Test Results
5/16' Lag Screw Withdrawl Value
Lag Screw Penetration
Allowable Capacity with CD
Seismic Check.
184 Ib
Existing Dead Load.
60416
> 184 OR
266 lb/in
Table 11.2A NDS
2.5 in
= 42 Ib
1064 lb
> 184 OR
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
Existing Dead Load.
Solar Dead Load.
Arom:,iniog
= 2704 f6
Wpaod
= 42 Ib
Wrom:,iniog
= 16224 lb
Numpaoe
= 20
Awau:,iniog
= 1664 f6
Wpao:La<
= 840 Ib
Wwalle,iniog
- 19968 lb
Woos
- 196 lb
W<mai
- 36192 lb
Wanar
- 1036 lb
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
iiqli��,111 1111''Inn
LEGEND AND ABBREVIATIONS
SCOPE OF WORK
GENERAL NOTES
TABLE OF CONTENTS
#
DESCRIPTION
-]
• SYSTEM SIZE: 620OW DC, 480OW AC
• ALL WORK SHALL COMPLY WITH 2012 IRC/IBC/IEBC, MUNICIPAL CODE, AND ALL
SOLAR MODULES
PV -1.0
COVER SHEET
• MODULES: (20) LONGI GREEN ENERGY TECHNOLOGY CO
MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS.
SE SERVICE ENTRANCE
PV -2.0
SITE PLAN
LTD: LR6-60HPH-310M
• PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017.
°
• INVERTER(S):
PV -3.0
LAYOUT
(20) ENPHASE ENERGY: IQ7-60-2-US
• ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.
MP MAIN PANEL
PV -3.1
MOUNTING DETAIL
• RACKING: SNAPNRACK RLU; RL UNIVERSAL,
SPEEDTRACK, SEE DETAIL SNR -DC -00436
• PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY
GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35.
SNR MOUNT
SP SUB -PANEL
SNR MOUNT & SKIRT
PV -3.2
STRUC. UPGRADES
• STRUCTURAL UPGRADES REQUIRED ON AR -03. SEE DETAIL.
PV -4.0
ELECTRICAL
• MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.
LC PV LOAD CENTER ® CHIMNEY
PV -5.0
SIGNAGE
•INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.
City of
��ZWhcatRid�e
• RACKING CONFORMS TO AND IS LISTED UNDER UL 2703.
SM SUNRUN METER ATTIC VENT
Z
0
MUNI"TY DEVELOPMENT
E'—
APPROVED
• SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II
FLUSH ATTIC VENT
W N
MODULES, ARE CLASS A FIRE RATED.
PM DEDICATED PV METER
Z d
Reviewer d_for Cade Comptian�e
PVC PIPE VENT
0
Z
• RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL
5.9.ZaZa
CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1).
METAL PIPE VENT
INV INVERTER(S)
Q. 0 c
Plans Examiner Date
IL
valor of rmn:"missuanwofapermit or*provarofpknsspec4kowns
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G).
19 T -VENT
W
and computations shaft nat be a permAtjo, or an approval of any vioiabon to
AC DISCONNECT (S)any
9[Eil
�.■.
umithe afthe building Code o oCr ptyoodsoioes. Permits
. ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT.
SATELLITE DISH
s Vi
gtog1Provisions
pre eltheof
presuming to gyve outhor<ty to vWlaA! or tanceJ the provisfats of tbe.YWldlny
V
♦/�
(n Z
codes or other oroftonoes of the Gry shall not be va4d.
• 9.78 AMPS MODULE SHORT CIRCUIT CURRENT.
DC DC DISCONNECT(S) FIRE SETBACKS
Z W
• 15.28 AMPS DERATED SHORT CIRCUIT CURRENT & 690.8
m
0
[690.8 (a) (b)].CB
• PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(8)(2).
COMBINER BOX HARDSCAPE
CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE
,�, .:.�::::
LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION
F_ __1 INTERIOR EQUIPMENT — PL— PROPERTY LINE
L —1 SHOWN AS DASHED SCALE: NTS
Approval Notes:
1) P/V array system to have grounding system installed per Part III of
sunrun
A AMPERE
Article 250 per 2017 NEC Article 690.47(A).
AC ALTERNATING CURRENT
2) If LIFER ground in not available provide or verify supplemental
ground rods per 2017 NEC Article 250.53(A)(3).
AFCI ARC FAULT CIRCUIT INTERRUPTER
AZIM AZIMUTH
VICINITY MAP
3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6)
COMP COMPOSITION
EC #7080, ME #600088
DC DIRECT CURRENT
(E) EXISTING
W52red Ave CL �R° '
- a z;9
ESS ENERGY STORAGE SYSTEM
PHo E805540.7g3W 56TH AVE, RVADA,cos000z
EXT EXTERIOR
FAX
CUSTOMER RESIDENCE:
INT INTERIOR
Mj,. pliuet atholi
LBW LOAD BEARING WALL
STEVE WEAVER
CemeTery. CFGS...
MAG MAGNETIC
12235 W 34TH PL, WHEAT
va 44VIAve W 44th Ave W 441h Ave
M S P MAIN SERVICE PANEL
RIDGE, CO, 80033
88
(N) NEW
NTS NOT TO SCALE
TEL. (720) 280-0071
OC ON CENTER
APN #: 456234PRE-FAB
Applewood Golf Course W39th Awe
1225 Ylides 34th Place a
PRE -FABRICATED
PROJECT NUMBER:
PSF POUNDS PER SQUARE FOOT
PV PHOTOVOLTAIC
501 R-235WEAV
W 32nd Ave W 32nd Ave
TL ORMERLESS
DESIGNER: (415) 580-6920 ex3
TYP TYPICAL
V VOLTS
AMIT MAHAJAN
a C rown
W 26th Aye W 261 Ave Hill Park
W WATTS
SHEET
REV
NAME
DATE
COMMENTS
COVER SHEET
APPLEWOOD w2oti,,:vv
REV: A 5/15/2020
a YP 17t h Ave
tee$
PAGE
PV -1.0
ARRAY TRUE MAG PV AREA
SITE PLAN - SCALE = 3132" = 1'-0" SITE PLAN DETAIL - SCALE = 31128" = 1'0" PITCH AZIM AZIM (SQFT)
® AR -01 18° 247° 238° 54.1
AR -02 18° 68° 59° 144.3
AR -03 18° 158° 149° 162.4
e�
(E) RESIDENCE
f
(N) ARRAY AR -03
0
o �
p>
W 34TH PL
0
MP SE
sunrun
0
LC O PM EC #7080, ME #600088
5525 W 56TH AVE, ARVADA, CO 80002
PHONE 805 540 7631
FAX 0
CUSTOMER RESIDENCE:
STEVE WEAVER
(N) ARRAY AR -01 (N) ARRAY AR -02 12235 W 34TH PL, WHEAT
RIDGE, CO, 80033
TEL. (720) 280-0071
APN #: 456234
PROJECT NUMBER:
501 R-235WEAV
DESIGNER: (415) 580-6920 ex3
CRY of AMIT MAHAJAN
SHEET
SITE PLAN
REV: A 5/15/2020
PAGE PV -2.0
ROOF
ROOF
FRAME
MAX FRAME
OC
ROOF EDGE
MAX PEN
MAX MoD.
DESIGN CRITERIA
ROOF TYPE
MOUNTING DETAIL
FRAME TYPE
HEIGHT
EXPOSURE
MATERIAL
SPAN
SPACING
ZONE
SPACING
OVERHANG
MODULES:
AR-01
COMP SHINGLE - RLU
RL UNIVERSAL, SPEEDTRACK, SEE DETAIL
1 STORY
EXPOSED
WOOD
2X6 RAFTERS
12' - 8"
24"
3.2'
4'-0"
2'-0"
LONGI GREEN ENERGY
SNR-DC-00436
TECHNOLOGY CO LTD:
RL UNIVERSAL, SPEEDTRACK, SEE DETAIL
LR6-60HPH-310M
AR-02
COMP SHINGLE -RLU
SNR-DC-00436
1 STORY
ATTIC
WOOD
2X6 RAFTERS
12' - 8"
24"
3.2'
4'-0"
21-011
MODULE DIMS:
66.26" x 39.21" x 1.38" (36mm)
AR-03
COMP SHINGLE - RLU
RL UNIVERSAL, SPEEDTRACK, SEE DETAIL
1 STORY
ATTIC
WOOD
2X6 RAFTERS
14' - 4"
24"
3.2'
4'-0"
2'-0"
MODULE CLAMPS:
SNR-DC-00436
Portrait: 14.3" - 18.2"
D1 - AR-01 - SCALE: 1/8" = 1'-O"
D2 - AR-02 - SCALE:
1/8" = 1'-0"
Landscape: 5.9" - 9.8"
PITCH: 18°
MAX DISTRIBUTED LOAD: 3 PSF
PITCH: 18°
AZIM: 247°
AZIM: 68°
17'-8"
SNOW LOAD: 30 PSF
WIND SPEED:
1'
105 MPH 3-SEC GUST.
—6'-411—
16'-8"
-
S.S. LAG SCREWS:
5/16"x4.5": 2.5" MIN EMBEDMENT
NOTE:
31- 911INSTALLERS
TO VERIFY RAFTER
1
4
SIZE, SPACING AND SLOPED
8'-5"
SPANS, AND NOTIFY E.O.R. OF
2'-'l 1
- 4' TYP -
ANY DISCREPANCIES BEFORE
Q
PROCEEDING.
PENETRATION SPACING:
FULLY STAGGERED
6'
8"
- 4' TYP -
ROW SPACING:
7'-4"
10'
2"
1.00" BETWEEN ROWS
O
COLUMN SPACING:
41
3'-7"
0.75" BETWEEN COLUMNS
-N
sunrun
D3 - AR-03 - SCALE: 1/8" = 1'-O"
PITCH: 18°
EC #7080, ME #600088
AZIM: 158°
5525w56TH AVE ,ARVAOA,coefififiz
805 PHONE 805 540 7631
FAX 0
CUSTOMER RESIDENCE:
STEVE2
PV-3. SISTERING REQUIRED
o��ePM.... %F
V;•
35 W 34TH PL, WHEAT
UNDER PV ARRAY ON
P O
G,.
RIDGE, CO, 80033
RAFTERS WITH SPAN
MORE THAN 12'-8"
47 5
EL. (720) 280-0071
iPN
#: 456234
10'
- 4' TYP
-
OFFSS.
PROD NUMBER:
13'-2"
..... N�\��
NAL
CT
01
DESIGNER: (415) 580-6920 ex3
3-2"
/
city of
AMIT MAHAJAN
SHEET
I
I
LAYOUT
u�DiYtf�db
REV: A 5/15/2020
PAGE PV-3.0
SEE SITE PLAN FOR NORTH ARROW
SNAPNRACK RL UNIVERSAL SPEEDTRACK COMPOSITION
ROOF MOUNTING
0 5/16" S.S. LAG SCRE1
EMBED 0 5/16" LAG SCREW 2-1/2" INTO THE ROOF
STRUCTURAL MEMBER/RAFTER
FOR TORQUE SPECIFICATIONS SEE INSTALLATION MANUAL
FOAM GASKET
0 5/16" S.S. LAG SCREW
2-1/2" MINIMUM EMBEDMENT
ROOF RAFTER(TYP.)
ROOF ATTACHMENTS SHALL
BE EMBEDDED INTO
ROOF RAFTERS OR OTHER
STRUCTURAL MEMBERS
PILOT HOLE
CENTER OF COURSE
ROOF SHEATHING, UNDERLAYMENT,
AND ROOFING MATERIAL (TYP.)
REPRODUCTION
o Sun�un South LLC
EOW xou xE I DESIGNER: B.PETERSON
FRAN XA5 �,��
°"`P°"'®"®°° "'�°"'®°�� DRAFTER: B.PETERSON
S018f MO g SolutionWASCONSENTSUNRUN SOUTHAPPROVED BY: W.ARBUCKLE
REVISION:
1 11/11/2019 NEW DETAIL BDP
RACK
RC
S
SPEEDTRACK
SHOULD BE INSTALLED
PARALLEL TO RAFTER
SPEEDTRACK
2-1/2" MIN. EMBEDMENT
INTO RAFTER OR
STRUCTURAL MEMBER
COMPLETED INSTALLATION
SECTION VIEW
ROOFING
COMPLETED INSTALLATION
SCALE: NTS PART NUMBER: I DESCRIPTION:
SNR -DC -00436 RL UNIVERSAL, ATTACHMENT DETAIL, MOUNT
DATE: 11/11/2019 SPEEDTRACK ON COMP
ROOF DECKING
REV:
1
sunrun
EC #7080, ME #600088
5525 W 56TH AVE, ARVADA, C080002
PHONE8055407631
FAX 0
CUSTOMER RESIDENCE:
STEVE WEAVER
12235 W 34TH PL, WHEAT
RIDGE, CO, 80033
TEL. (720) 280-0071
APN #:456234
PROJECT NUMBER:
501 R-235WEAV
DESIGNER: (415) 580-6920 ex3
AMIT MAHAJAN
SHEET
MOUNTING DETAIL
REV: A 5/15/2020
PAGE PV -3.1
NOTES:
1. PROVIDE (N) "B" SISTERED RAFTERS TO (E) RAFTER, SEE
DETAILS.
2.
ATTACH (N) SISTER TO (E) MEMBER w/ ATTACHMENT (SEE
SCHEDULE)STAGGERE
AND (6) AT EACH END w
3. SINGLE SISTER MEMBEI
LENGTH MATCHES THE
4. SISTERING TO BE CENT
ATTACHMENT TYPE PER
TABLE 2 SCHEDULE
r
/ I
(E) CEILING
JOIST
(E) BEARING WALL
ISELEVATION VIEW
i.i
SCALE: NTS
(E) RAI
ISTERING DETAILS
O111W
(N) SISTER
RAFTER
4'-0" MIN.
•
•
4000, 1i
END CONDITION (TYP.) PER
TABLE 2 SCHEDULE
ATTACHMENT
TOP VIEW PER TABLE 2
SCALE: NTS SCHEDULE
ADD (N) "B" EA SIDE
SEE SCHEDULE FOR
ATTACHMENT AND
LUMBER TYPE
1.3 SECTION
SCALE: NTS
NOTES: SEE SECTION 1.1 FOR
ATTACHMENT NOTES
TABLE 1: ACCEPTABLE MIN. LUMBER TYPE
LUMBER SPECIES & GRADE
MIN. BENDING Fb (psi)
DOUG FIR -LARCH #2
900
SOUTHERN PINE #1
1000
HEM -FIR #2
850
SPRUCE PINE FIR #2
875
TABLE 2: ACCEPTABLE ATTACHMENT SCHEDULE
CALLOUT
VARIABLE
FIELD
2x6
OPTION
TYPE
SPACING
# AT END
,,Avg
1
SIMPSON SDWS
12" OC
6
TIMBER SCREW
2
COMMON 10d
6" OC
6
TABLE 3: UPGRADE SPECIFICATIONS
CALLOUT
VARIABLE
RAFTER SIZE "B"
2x6
MIN. SISTER LENGTH "C"
12'-0"
120/240 VAC
SINGLE PHASE
SERVICE
UTILITY O
GRID
FACILITY
LOADS
METER #:
XCEL W3019167
EXISTING
200A MAIN
BREAKER
Approval Notes:
1) PN array system to have grounding system installed per Part III of
Article 250 per 2017 NEC Article 690.47(A).
2) If LIFER ground in not available provide or verify supplemental
ground rods per 2017 NEC Article 250.53(A)(3).
3) Natural Gas & Cold Water bonding per 2017 NEC Article 250.104(6)
EXISTING
200A
MAI N
PANEL(N) DEDICATED
n PV KWH METER
(N) 125A ENPHASE IQ
AC COMBINER BOX <
WITH INTEGRATED
[VISIBLE OPEN] 10A ENVOY BREAKER
(N) LOCKABLE 3CX-IQ-AM1-240-3C
BLADE TYPE (20) ENPHASE ENERGY
AC DISCONNECTO JUNCTION BOX
IQ7-60-2-US
(1) BRANCH OF (9)
MICRO -INVERTERS [A]
NOTES TO INSTALLER:
• ADD 25 AMP PV BREAKER TO MAIN PANEL.
(20) LONGI GREEN ENERGY
TECHNOLOGY CO LTD:
LR6-60HPH-310M MODULES
AND MICRO -INVERTER PAIRS
NEUTRAL
#
-
CONDUCTOR
NEUTRAL
GROUND
L�
Buss
(2) 12 AWG PER ENPHASE Q
NONE
(1) 10 AWG BARE COPPER
33.3 V
GND
GND
BUSS
Buss
2
3/4" EMT OR EQUIV.
(2) 12 AWG PER ENPHASE Q
Aaury
(N) 25A -GROUND
240V METER SOCKET
SQUARE D
20A BREAKER [A]
PV BREAKER AT
200A CONTINUOUS
DU221 RB
20A BREAKER [B]
OPPOSITE END
WITH LEVER BYPASS
3R, 30A,2P
(1) 8 AWG THHN/THWN-2
OF BUSBAR
[MAX 10' FROM
120/240VAC
(1) 6 AWG THHN/THWN-2
UTILITY METER] [MAX 10' FROM UTILITY METER]
CONDUIT SCHEDULE
#
CONDUIT
CONDUCTOR
NEUTRAL
GROUND
1
NONE
(2) 12 AWG PER ENPHASE Q
NONE
(1) 10 AWG BARE COPPER
33.3 V
SHORT CIRCUIT CURRENT:
CABLE BRANCH
2
3/4" EMT OR EQUIV.
(2) 12 AWG PER ENPHASE Q
NONE
(1) 8 AWG THHN/THWN-2
CABLE BRANCH
3
3/4" EMT OR EQUIV.
(2) 10 AWG THHN/THWN-2
(1) 10 AWG THHN/THWN-2
(1) 8 AWG THHN/THWN-2
4
3/4" EMT OR EQUIV.
(2) 6 AWG THHN/THWN-2
(1) 6 AWG THHN/THWN-2
(1) 6 AWG THHN/THWN-2
MODULE CHARACTERISTICS
LONGI GREEN ENERGY
TECHNOLOGY CO LTD:
LR6-60HPH-310M:
310 W
OPEN CIRCUIT VOLTAGE:
40.3 V
MAX POWER VOLTAGE:
33.3 V
SHORT CIRCUIT CURRENT:
9.78 A
TO INTEGRATED (1) BRANCH OF (11)
ARRAY GROUND
MICRO -INVERTERS [B]
• FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE
TERMINATION SPECIFICATIONS WHEN NEEDED.
• WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE.
&WARNING d
ELECTRICAL SHOCK HAZARD
TERMINALS ON LINE AND LOAD
SIDES MAY BE ENERGIZED IN
THE OPEN POSITION
LABEL LOCATION:
I NVERTER(S), AC DISCONNECT(S), AC
COMBINER PANEL (IF APPLICABLE).
PER CODE(S): NEC 2020: 690.13(B), NEC
2017: 690.13(B), NEC 2014: 690.17(E),
NEC 2011: 690.17(4)
&WARNING
PHOTOVOLTAIC SYSTEM
COMBINER PANEL
DO NOT ADD LOADS
LABEL LOCATION:
PHOTOVOLTAIC AC COMBINER (IF
APPLICABLE).
PER CODE(S): CEC 2019: 705.12(13)(2)(3)(c),
NEC 2017: 705.12(13)(2)(3)(c), NEC 2014:
705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4)
LABEL LOCATION:
UTILITY SERVICE ENTRANCE/METER, INVERTER/DC
DISCONNECT IF REQUIRED BY LOCAL AHJ, OR
OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ.
PER CODE(S): CEC 2019: 690.56(C)(3), NEC 2017:
690.56(C)(3), NEC 2014: 690.12, NEC 690.56, IFC 2012:
605.11.1, IFC 2018: 1204.5.3, CFC 2019: 1204.5.3
&WARNING
POKIER SOURCE OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
LABEL LOCATION:
ADJACENT TO PV BREAKER AND ESS
OCPD (IF APPLICABLE).
PER CODE(S): NEC 2020: 705.12(B)(3)(2),
CEC 2019: 705.12(13)(2)(3)(b), NEC 2017:
705.12(13)(2)(3)(b), CEC 2019:705.12(B)(3),
NEC 2017: 705.12(B)(3), NEC 2014:
705.12(B)(3), NEC 2011: 705.12(D)(7)
LABEL LOCATION:
INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT,
AT EACH TURN, ABOVE AND BELOW PENETRATIONS,
ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS.
PER CODE(S): NEC 2017: 690.31(G)(3), 690.31(G)(4),
NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011:
690.31(E)(3), 690.31(E)(4), IFC2012:605.11.1.4
LABEL LOCATION:
AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF
INTERCONNECTION.
PER CODE(S): CEC 2019: 690.54, NEC 2017: 690.54, NEC
2014: 690.54, NEC 2011: 690.54
4"
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF'
POSMON TO SHUT DOWN
PV SYSTEM AND REDUCE
SHOCK HAZARD IN THE
ARRAY.
LABEL LOCATION:
ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING
MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED.
PER CODE(S): NEC 2020: 690.56(C), NEC 2017: 690.56(C)(1)(a)
NOTES AND SPECIFICATIONS:
• SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE
110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR
IF REQUESTED BY THE LOCAL AHJ.
• SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
WORDS, COLORS AND SYMBOLS.
• LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
METHOD AND SHALL NOT BE HAND WRITTEN.
• LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
INVOLVED.
• SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY
SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED.
• DO NOT COVER EXISTING MANUFACTURER LABELS.
CAUTION
■
■
POWER TO THIS BUILDING IS
ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH
DISCONNECTS AS SHOWN
SOLAR PANELS ON ROOF
SOLAR PANELS AND
MICROINVERTERS ON ROOF
SERVICE ENTRANCE AND P
BREAKER DISCONNECT
V
PV METER
AC DISCONNECT
PV LOAD CENTER
12235 W 34TH PL, WHEAT RIDGE, CO, 80033
K.".
MLMUum
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LONGI Solar
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LONGI Solar
M n
996
8 g
0
�
955
L
Junction Box: IP67, three diodes
Width: ±2mm
Height:±lmm
Output Cable: 4mm2, 300mm in length
LR6-60HPH 300-320M
Units: mmlinch)
Cell Orientation: 120 (6x20)
Tolerance:
to 0: 1-2mm
Junction Box: IP67, three diodes
Width: ±2mm
Height:±lmm
Output Cable: 4mm2, 300mm in length
Pitch -w.. tlmm
STC
NOCT
Glass:Singleglass
9
p
3.2mm coated tempered glass
b
Frame: Anodized aluminumalloyfiame
A-"
Weight: 18.9kg
NOCT
Dimension:1683x996x35mm
m
Packaging: 30pcs per pallet
305
180pcs per 2t7GP
310
780pcs per 417HC
Operational Temperature: -40 C -+85 C
Power Output Tolerance: 0 - +5 W
Voc and Isc Tolerance: ±3%
Maximum System Voltage: DC1500V (IEC/UL)
Maximum Series Fuse Rating: 20A
Nominal Operating Cell Temperature: 45±2 C
Safety Class: Class II
Fire Rating: UL type 4
Model Number
LR6-60HPH-300M
LR6-60HPH-305M
LR6-60HPH-310M
LR6-60HPH-315M
LR6-60HPH-320M
Testing Condition
STC
NOCT
STC
NOCT
1
STC
NOCT
1
STC
NOCT
1
STC
1
NOCT
Maximum Power (Pmax/W)
300
222.2
305
225.9
310
229.6
315
233.4
320
237.1
Open Circuit Voltage (Voc/V)
39.8
1 37.1
40.1
1 37.4
40.3
1 37.7
40.6
1 37.9
40.9 1
38.2
Short Circuit Current (Isc/A)
9.70
1 7.82
9.78
1 7.88
9.86
1 7.94
9.94
1 8.01
10.02 1
8.08
Voltage at Maximum Power (Vmp/V)
32.9
1
i 30.4
33.1
1
i 30.6
33.3
1
i 30.8
33.7
1
i 31.1
1
33.9 1
31.3
Current at Maximum Power (Imp/A)
9.13
1 7.32
9.21
1 7.38
9.30
1 7.46
9.36
1 7.50
9.43 1
7.56
Module Efficiency(%)
17.9
18.2
18.5
18.8
19.1
STC (Standard Testing Conditions): Irradiance
1000W/m2, Cell
Temperature
251C,
Spectra at AM1.5
NOCT (Nominal Operating Cell Temperature): Irradiance 80OW/m2, Ambient Temperature 20 C, Spectra at AM1.5, Wind at 1m/S
Temperature Coefficient of Isc
Temperature Coefficient of Voc
Temperature Coefficient of Pmax
+0.057%/ C
-0.286%/ C
-0.370%/'C
Current -Voltage Curve (LR6-60HPH-310M)
10
8
6 - Cell Temp=25°C
- Cell Temp=35°C
v
V 4 - Cell Temp=45°C
- Cell Temp=55°C
2 - Cell Temp=65°C
- Cell Temp=75°C
0
0 10 20 30 40
Voltage M
LONGI Solar
Front Side Maximum Static Loading
Rear Side Maximum Static Loading
Hailstone Test
Power -Voltage Curve (LR6-60HPH-310M)
350
Cell remp.=25°C
-Incident Irrad-1 000W/m'
800
Incident lrrdd.�00w/m'
Incident Irrdd.�00W/m'
250
-Incident lrmd.=400W/m'
Incident Irrad. 200W/
200
`w
150
100
50
0
0
10 20 30 40
Voltage M
5400Pa
2400Pa
25mm Hailstone at the speed of 23m/s
Current -Voltage Curve (LR6-60HPH-310M)
12 Celltemp�25°C
10 Incident Irrad. 1000W/m'
8 Incident Irrad: 800W/m'
6 Incident lrmd�600I
v
U 4 Incident lrradI
2 Incident Irrad_ 200W/m'
0
0 10 20 30 40
Voltage M
Room 201, Building 8, Sandhill Plaza, Lane 2290, Zuchongzhi Road, Pudong Distric
Tel:+86-21-61047332 Fax:+86-21-61047377 E-mail: module@longi-silicon.col
Facebook: www.facebook.com/LONGi Solar
Note: Due to continuous technical innovation, R&D and improvement, technical data above mentioned may be of modification accordingly. LONGI Solar
such modification at anytime without further notice; Demanding party shall request for the latest datasheet for such as contract need, and make it a cor
lawful documentation duly signed by both parties.
C" d '.
�g8aiw"
5.9._02_0
Data Sheet
Enphase Microinverters
Region: AMERICAS
Enphase
IQ7and IQ 7+
Microinverters
The high-powered smart grid -ready
Enphase IQ 7 MicroW and Enphase IQ 7+ MicroTM
dramatically simplify the installation process while
achieving the highest system efficiency.
Part of the Enphase IQ System, the IQ 7 and
IQ 7+ Microinverters integrate with the Enphase
IQ EnvoyTM, Enphase IQ BatteryTM, and the Enphase
EnlightenTImonitoring and analysis software.
IQ Series Microinverters extend the reliability
standards set forth by previous generations and
undergo over a million hours of power -on testing,
enabling Enphase to provide an industry-leading
warranty of up to 25 years.
Easy to Install
• Lightweight and simple
• Faster installation with improved, lighter two -wire cabling
• Built-in rapid shutdown compliant (NEC 2014 & 2017)
Productive and Reliable
• Optimized for high powered 60 -cell and 72 -cell* modules
• More than a million hours of testing
• Class II double -insulated enclosure
• UL listed
Smart Grid Ready
• Complies with advanced grid support, voltage and
frequency ride -through requirements
• Remotely updates to respond to changing
grid requirements
• Configurable for varying grid profiles
• Meets CA Rule 21 (UL 1741 -SA)
* The IQ 7+ Micro is required to support 72 -cell modules.
To learn more about Enphase offerings, visit enphase.com EN PHAS E.
Enphase IQ 7 and IQ 7+ Microinverters
INPUT DATA
Module compatibility
Maximum input DC voltage
Peak power tracking voltage
Operating range
Min/Max start voltage
Max DC short circuit current (module Ise)
Overvoltage class DC port
DC port backfeed current
PV array configuration
Peak output power
Maximum continuous output power
Nominal (LL)voltage/range'
Maximum continuous output current
Nominal frequency
Extended frequency range
AC short circuit fault current over 3 cycles
Maximum units per 20 A (LL)branch circuit'
Overvoltage class AC port
AC port backfeed current
IQ7-60-2-US IQ7PLUS-72-2-US
235 W-350 W+ 235 W-440 W+
60 -cell PV modules only
48V
27V -37V
16V -48V
22V/48V
15A
0A
60 -cell and 72 -cell PV modules
60V
27V -45V
16V -60V
22V/60V
15A
0A
1 x 1 ungrounded array; No additional DC side protection required;
AC side protection requires max 20A per branch circuit
240 VA
290 VA
Power Line Communication (PLC)
240 V /
208 V /
240 V /
208V /
211-264 V
183-229V
211-264 V
183-229 V
1.0 A (240 V)
1.15 A (208 V)
1.21 A (240 V)
1.39 A (208 V)
60 Hz
60 Hz
-
47 - 68 Hz
47 - 68 Hz
5.8 Arms
5.8 Arms L
16 (240 VAC)
13 (208 VAC)
13 (240 VAC)
11 (208 VAC)
0A
0A
Power factor setting 1.0 1.0
Power factor (adjustable) 0.85 leading... 0.85 lagging 0.85 leading... 0.85 lagging
EFFICIENCY @240 V @208 V @240 V @208 V
97.6% 97.6% 97.5% 97.3%
CEC weighted efficiency 97.0% 97.0% 97.0% 97.0%
MECHANICAL DATA
Ambient temperature range
Relative humidity range
Connector type (IQ7-60-2-US & IQ7PLUS-72-2-US)
Dimensions(WxHxD)
Weight
Cooling
Approved for wet locations
Pollution degree
Enclosure
to
4% to 100% (condensing)
MC4 (or Amphenol H4 UTX with additional Q -DCC -5 adapter)
212 mm x 175 mm x 30.2 mm (without bracket)
1.08 kg (2.38 lbs)
Natural convection - No fans
Yes
PD3
Class II double -insulated, corrosion resistant polymeric enclosure
Environmental category / UV exposure rating NEMA Type 6 / outdoor
FEATURES
Communication
Power Line Communication (PLC)
Monitoring
Enlighten Manager and MyEnlighten monitoring options.
Both options require installation of an Enphase IQ Envoy.
Disconnecting means
The AC and DC connectors have been evaluated and approved by UL for use as the load -break
disconnect required by NEC 690.
Compliance CA Rule 21 (UL 1741 -SA)
UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class B,
CAN/CSA-C22.2 NO. 107.1-01
This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and
NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC
and DC conductors, when installed according manufacturer's instructions.
1. No enforced DC/AC ratio. See the compatibility calculator at runs '//enphase com/en-us/support/module-compatibility.
2. Nominal voltage range can be extended beyond nominal if required bythe utility
3. Limits may vary Referto local requirementsto define the number of microinverters per branch in your area.
To learn more about Enphase offerings, visit enphase.com v EN PHAS E.
OO 2019 Enphase Energy. All rights reserved. All trademarks or brands used are the property of Enphase Energy, Inc.
2019-326
Data Sheet
Enphase Networking
Enphase
IQ Combiner 3C
(X-IQ-AM1-240-3C)
U�
LISTED
learn more about Enphase offerings, visit enphase.com
The Enphase IQ Combiner 3CTM with
Enphase IQ EnvoyTM and integrated LTE -M cell
modem with 5 -year data plan consolidates
interconnection equipment into a single
enclosure and streamlines PV and storage
installations by providing a consistent, pre-
wired solution for residential applications.
It offers up to four 2 -pole input circuits and
Eaton BR series busbar assembly.
Smart
• Includes IQ Envoy for communication
and control
• Includes LTE -M cell modem and 5 -year data plan
• Flexible networking supports Wi-Fi,
Ethernet, or cellular
• Optional AC receptacle available for PLC bridge
• Provides production metering and optional
consumption monitoring
Simple
• Reduced size from previous combiner
• Centered mounting brackets support single
stud mounting
• Supports back and side conduit entry
• Up to four 2 -pole branch circuits for 240 VAC
plug-in breakers (not included)
• 80 A total PV or storage branch circuits
Reliable
• Durable NRTL-certified NEMA type
3R enclosure
• Five-year warranty
• UL listed
6'J202_0
n ENPHASE.
Enphase IQ Combiner 3C
MODEL NUMBER
IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy- printed circuit board for integrated revenue grade PV
production metering (ANSI C12.20 +/-0.5 0) and optional* consumption monitoring (+/-2.5 0).
Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play
industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available
in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate
cellular service in the installation area.)
ACCESSORIES and REPLACEMENT PARTS (not included, order separately)
Consumption Monitoring* CT
CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%).
Circuit Breakers
Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers.
BRK-10A-2-240
Circuit breaker, 2 pole, 10A, Eaton BR210
BRK-15A-2-240
Circuit breaker, 2 pole, 15A, Eaton BR215
BRK-20A-2P-240
Circuit breaker, 2 pole, 20A, Eaton BR220
EPLC-01 _
Power line carrier (communication bridge pair), quantity 2
XA-PLUG-120-3
Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01)
XA-ENV-PCBA-3
Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C
ELECTRICAL SPECIFICATIONS
80A of distributed generation / 90A with IQ Envoy breaker included
Rating
Continuous duty
System voltage
120/240 VAC, 60 Hz
Eaton SR series busbar rating
125 A
Max. continuous current rating (output to grid)
65A
Max. fuse/circuit rating (output)
90A '
Branch circuits (solar and/or storage)
Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included)
Max. continuous current rating (input from PV)
64A
Max. total branch circuit breaker rating (input)
80A of distributed generation / 90A with IQ Envoy breaker included
Production Metering CT
200 A solid core pre-installed and wired to IQ Envoy
MECHANICAL DATA
Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75" x 19.5" x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets.
Weight
7.5 kg (16.5 lbs)
Ambient temperature range
-40° C to +46° C (400 to 115° F)
Cooling
Natural convection, plus heat shield
Enclosure environmental rating
Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction
Wire sizes
20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors
COMPLIANCE
• 60 A breaker branch input: 4 to 1/0 AWG copper conductors
Compliance, Combiner
• Main lug combined output: 10 to 2/0 AWG copper conductors
• Neutral and ground: 14 to 1/0 copper conductors
Always follow local code requirements for conductor sizing.
Altitude
To 2000 meters (6,560 feet) 1 -
INTERNET CONNECTION OPTIONS
Integrated Wi-Fi
802.11b/g/n
Ethernet
Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included)
Cellular
Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M)
(not included)
COMPLIANCE
Compliance, Combiner
UL 1741
CAN/CSA C22.2 No. 107.1
47 CFR, Part 15, Class B, ICES 003
Production metering: ANSI C12.20 accuracy class 0.5 (PV production)
Compliance, IQ Envoy
UL 60601-1/CANCSA 22.2 No. 61010-1
* Consumption monitoring is required for Enphase Storage Systems
To learn more about Enphase offerings, visit enphase.com
2019-05-31 8 002019 Enphase Energy- hase Energy -All rights reserved- Al l trademarks or brands in this document are registered by their respective owner ENPHAE
S
a.sunrun
May 19, 2020
Subject: Structural Certification for Proposed Residential Solar Installation.
Job Number: 501R-235WEAV;Rev A, Dated 5/15/2020
Client: Steve Weaver
Address: 12235 W 34Th PI, Wheat Ridge, CO, 80033
Attn: To Whom It May Concern
A field observation was performed by a Sunrun qualified technician to document
the existing conditions of the above mentioned address. Structural evaluation of
loading was based on review of site observations and the design criteria listed
below.
Design Criteria:
• 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS
• Basic Wind Speed Vult = 105 mph (Vasd = 82 mph), Exposure B
• Ground Snow Load = 30 psf
Based on this evaluation, I certify that the alteration to the existing structure by the
installation of the PV system, with the upgrades specified in the plan set, meets the
requirements of the applicable existing building and/or new building code
provisions adopted/referenced above.
Additionally, the PV module assembly and hardware supporting it have been
reviewed to be in accordance with manufacturer's specifications and verified to
meet the min imugquirements referenced above.
Digitally Signed: 05/1920
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
`asunrun�
Structural Calculations for the Steve Weaver Residence PV Installation
Date: 5/19/2020
Job Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
Job Number: 501R-235WEAV
Scope of Work
These calculations are forthe existing roof framing which supports the new PV modules as well as
the attachmentofthe PVsystemto existing roofframing. All PV mounting equipment shall be
designed and installed per manufacturer's approved installation specifications.
Calculation Index
Sheet Description
2 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading
3 Roof (2) Dead Loading, Roof (1) Framing Check
4 Roof (1) Framing Check cont., Roof (2) Framing Check
5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope
of Work
Engineering Calculations Summary
Code: 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS
Snow Load: S= 30 psf
Live Load: LL= 20 psf
Wind: Wind Speed Ult. (V)= 105 mph Exp. =B
PV Dead Load: DPV= 3.0 psf
Digitally Signed 05/18/20
133 Technology Dr., Suite 100, lwine,CA92618 I P 949.393.0993
&,SO
Structrure Geomet
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
2of5
Mean Roof Height, h, =
13 ft
Eave Height, h, =
8 ft
Briding Length, L =
52 ft
Building Width, B =
52 ft
Module Area =
20 ft'
Roof Pitch, B -
18 degrees
Live Load'.
Roof Live Load, Lr = 20 pat Equation 4.8-1
Snow Load
Ground Snow Load, pg =
30 pat
Fig. Z-1
Snow Importance Factor, l: =
1.00
Table 1.5-1
Thermal Factor, R -
1.1
Table Z3
Exposure Factor, C, =
0.9
Table Z-2
Roof Slope Factor, Cs -
1.00
Figure 72c
Flat Snow Load, R =
20.8 pat
Equation 7.3-1
Sloped Roof Snow Loads, P, =
20.8 pat
Equation 7.4-1 Ca Cf
Is the width of the roof> 20ft7
Yes
0.43
Table 30.4-2
P30.4=.6 x ch x GCPzone
Drift Height, hd =
1.70 ft
Figure Z-9
Equation 30.4-1
Roof slope for a rise of one, S
3.08
Unbalanced Width =
7.97 ft
Fig Z-5
Y =
18 pct
Equation 7.71
Unbalanced Snow Load =
38.17 rat
Fig Z-5
Basic Wind Speed (3s gust), V =
105.0 mph
Figure 26.5-1A
Building Occupancy Category -
2
Table 1.5-1
Wind Importance Factor, Iw =
1.00
Table 1.5-2
Exposure Category =
B
Sec 26.7.3
Topographic Factor, Kst =
1.00
Equation 26.8-1
Velocity Pressure, ch =
16.79
Equation 30.4-1
Edge Zone,a =
3.20 ft
Figure 30.5-1
Uplift (0.6W)
Zone 1lost)
Zone 2lost)
Zone 3lost)
Composition Shingle
GCp
= -0.84
-1.55
-2.43
Table 30.4-2
P30.4=.6 x ch x GCPzone
= -9.60
-15.62
-24.43
Equation 30.4-1
Downward (0.6W)
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
GCp
= 0.43
0.43
0.43
Table 30.4-2
P30.4=.6 x ch x GCPzone
= 9.60
9.60
9.60
Equation 30.4-1
Dead Load'.
Roof 1
Roof
Walls Exterior
Composition Shingle
3.0 pat
Wood
5.0 pat
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' OC
1.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, PPV
3.0
Total Roof DL=
9.0 pat
Total Wall DL=
12.0 paf
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
alm)
Roof Or
Address: 12235 W 34Th PI
Wheat Ridge, CC, 80033
3of5
Roof
CD (Snow)
Walls Exterior
= 2x6 Rafter @24'CC
Composition Shingle
3.0 psf
Wood
5.0 psf
5/8 CSB Sheathing
2.0
2x4 Studs @ 16'
2.0
2x6 Rafter @ 24' CC
2.0
Gypsum
3.0
Misc. (Ceiling, Insulation, etc.)
0.0
Misc. (insulation, etc.)
2.0
PV System, Pp,
3.0
Total Roof DL=
10.0 pat
Total Wall DL=
12.0 psf
Roof ll Framing Check'.
CD (Snow)
Roof Framing
= 2x6 Rafter @24'CC
Timber Species
= Doug Fir -Larch #2
Max Beam Span
= 12.6]k
b
1.5 in
d
5.50 in
Moment of Inertia, I,
= 20.80 in
Section Modulus, S,
_ 7.56 in'
Bending Stress, To
= 900 psi
Elastic Modulus, Emio
= 580000 psi
Sheer Stress, F✓
= 180 psi
CD (Wind)
CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'. 1.60
1.15
1.18
1.00
1.00
CL
Cr
Cm
C
Cr
1.00
1.30
1.00
1.00
1.15
[n
OR
OR
PV Tributary Width, ass, =
3.30 k
PV Tributary Length, Lw =
4.0 k
PV TributaryArea, At =
13.2 k'
PV Dead Point Load, Pit = Pp, x At =
38 lb
Roof Distributed Load, wDL =
11 pit
Load Case:
0.6DL+0.6W ICD=1.61
Footsore =
1
End =P,mxAt+0.6 x Po x cos(B) =
104 lb
Mmwiodi =
206 lbft
Fit (wind)
To xCD xCa xCM xCLxCLxCA xCm XC, xCr =
2540 psi
Mauowam:=S, x To' (wind) =
1601 lbft>
206
Load Case:
DL+0.6W ICD=1.61
Pdown=Pnmx At+Pit x coa(B) =
164 lb
Mn1windi =
729 lbft
Fit (wind)
To xCD xCa xCMxCLxCLxCA xCfuxC xCr =
2540 psi
Mauowam:=S, x To' (wind) =
1601 lbft>
729
Load Case:
DL+0J5(0.6W1+0.)5S(CD =1.61
Roof Snow Distributed Load, wSL =
42 pit
P.00.,=P:x At =
261 lb
Mmwiod_:oowl =
1228 lbft
Fit (wind)
To xCD xCa xCMxCtxCLxCA xCfuxC xCr =
2540 psi
Mauowam:=S, x Ed' (snow) =
1601 lbft>
1228
133 Technology Dr., Suite 100, Irvine,
CA 92618 1
P 949.393.0993
[n
OR
OR
as
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
4 of
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1137 lbft
Fit (snow) To xCD xCa xCMxCtxQxCA xCf,xO xCr = 1826 psi
Mallowable=S, x Ed' (snow) = 1151 lbft> 1137 OR
Roof (2) Trunnion Check
Roof Framing = 2x6 Rafter @24'DC
Timber Species = Doug Fir -Larch #2
Max Beam Span = 14.33k
b 3.00 in
d = 5.50 in Rafter Sictering Upgrade Required
Moment of Inertia, I, = 41.59 in
Section Modulus, S, = 15.13 in'
Bending Stress, To = 900 psi
Elastic Modulus, Emm = 580000 psi
Sheer Stress, F✓ = 180 psi
CD (Wind)
CD (Snow)
Cls
CM
ct
Wood Adjustment Factors'. 1.60
1.15
1.18
1.00
1.00
CL
Cr
Cm
C
Cr
1.00
1.30
1.00
1.00
1.15
Roof(2) Framing Check Continued.
PV Tributary Width, ass,
PV Tributary Length, Lw
PV TributaryArea, At
PV Dead Point Load, Po = Pros At
Roof Distributed Load, wDL
Load Case: 0.6DL+0.61V (CD =1.61
Footsore
P,D =Pomx At+0.6 x Po x aos18)
Mblwiodi
Fit (wind) To xCD xCa xCMxRxQxCA xCfuxC xCr
Mallowable = S, x Fti Iwioel
Load Case: DL+0.6W ICD=1.61
Pdow, =Pn,tx At+ PD x aos18)
Mblwiodi
Fit(wind) To xCD xCa xCMxRxQxCA xCfuxC xCr
Mallowable = S, x Fti (wind)
3.30 k
4.00 k
13.20 k2
38 Ib
13 pit
1
104 Ib
231 lbft
2540 psi
3202 lbft
164 Ib
1143 lbft
2540 psi
3202 lbft
231 OR
1143 OR
Load Case: DL+0J510.6W1+O75S ICD=1.61
Roof Snow Distributed Load, wSL = 42 pit
Psno.,=P:x At = 261 lb
Mblwiod_snowl = 1885 lbft
Fit (wme)= To xCD xCa xCMxCtxQxCA xCfuxC xCr = 2540 psi
Mallowabl:=S, x Ed' (snow) = 3202 lbft> 1885
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
OR
Address: 12235 W 34Th PI
Wheat Ridge, CO, 80033
5of5
Load Case: DL+S (CD =1.151
Roof Snow Distributed Load, wSL = 42 pit
P,,,w-P:x At = 261 lb
Mb(snow) = 1750 lbft
To' (snow) To xCD xCa xCMxRxQxCr xCk,xO xCr - 1826 psi
Mauowabl:=S, x To' (snow) = 2301 lbft> 1750 OR
Rafter Attachments. 0.6D+0.6W(Zone 21
Pupuk = At x Pnet
Connector Uplift Calcify per Sna pNRa ck Test Results
5/16' Lag Screw Withdrawl Value
Lag Screw Penetration
Allowable Capacity with CD
Seismic Check.
184 Ib
Existing Dead Load.
60416
> 184 OR
266 lb/in
Table 11.2A NDS
2.5 in
= 42 Ib
1064 lb
> 184 OR
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
Existing Dead Load.
Solar Dead Load.
Arom:,iniog
= 2704 f6
Wpaod
= 42 Ib
Wrom:,iniog
= 16224 lb
Numpaoe
= 20
Awau:,iniog
= 1664 f6
Wpao:La<
= 840 Ib
Wwalle,iniog
- 19968 lb
Woos
- 196 lb
W<mai
- 36192 lb
Wanar
- 1036 lb
%increase=l W<mai+Wanrw1/Wa<ai - 37228 "100%-100% = 2.86%
36192
"The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis
is required.
Limits of Scoue of Workand Liability
We have based our structural capacity determination on applicable building codes, professional engineering inspection and design
experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel
installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and
procedures.
133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993
City of Wheat Ridge
E -Res. Furnace Replacement PERMIT - 201902467
PERMIT NO: 201902467 ISSUED: 11/22/2019
JOB ADDRESS: 12235 W 34th P1 EXPIRES: 11/21/2020
JOB DESCRIPTION: Replacing 100k BTU, 96% efficiency gas furnace in basement.
*** CONTACTS ***
OWNER (720)427-5795 MCGUIRE BRITTNEY
SUB (303)659-3400 GEORGE DONALDSON 180142 FIX IT 24/7 HOME SERVICES,
INC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 0695 / APPLEWOOD VILLAGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,475.00
FEES
Furnace Replacement 40.00
Total Valuation 0.00
Use Tax 51.98
** TOTAL ** 91.98
*** COMMENTS ***
*** CONDITIONS ***
Both the front and back of this permit are required to be posted on the job site at
all
times. If the complete permit is not present, inspections WILL NOT be performed.
Work shall comply with 2012 IRC & 2017 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.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications;
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attes{ 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
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 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 i nce or granti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applae code or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
a
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dina Kemp
From: no-reply@ci.wheatridge.co.us
Sent: Friday, November 22, 2019 11:27 AM
To: CommDev Permits
Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application
Categories: Dina
Residential Furnace/Boiler Replacement Permit Application
This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or
BOILER - LIKE FOR LIKE ONLY.
YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN
ORDER FOR THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
replacement residential
furnace or boiler like for
like?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
Property Owner Email
Address
Attach Credit Card
Authorization Form -
**DO NOT ATTACHED
RANDOM FORMS**
12235 W. 34th PI
Brittney McGuire
720-427-5795
gfruendt@fixmyhome.com
Wheat Ridge CC authorization form 12235 W. 34th Pl.pdf
CONTRACTOR INFORMATION
Contractor Business Fix -it 24/7
Name
1
Contractor's License 180142
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone 3036593400
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Email Address gfruendt@fixmyhome.com
Retype Contractor Email gfruendt@fixmyhome.com
Address
DESCRIPTION OF WORK
What type of unit is being Furnace
installed?
Number of BTUs 100000
What is the efficiency 96
(%) of the unit?
Is the unit GAS or gas
ELECTRIC?
Where is the furnace or basement
boiler located (for
example, basement,
crawlspace, etc)?
Project Value (contract 2475
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 work Yes
may not begin on this
property until a permit
2
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.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Person Applying for Gayle Fruendt
Permit
Email not displaying correctly? View it in your browser.
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:
Job Address:
Permit Number:= ``
❑ No one available for inspection: Time
Re -Inspection required
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:
Job Address:
Permit Number:
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: �7',-' �' 1-`i Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: r t
❑ No one available for inspection: Tim
Re -Inspection required:
When corrections have been made,
` # Inspec
M
i 4Y OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
❑ No one available for inspection: Ti m`s " IVB Im
Re -Inspection required: es No
When corrections have been made, call r re -inspection at 303-234-5933
Inspect
L_
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: ,P \ Q r"'v,
Job Address:
Permit Number: d O t C'1 `- t
y"Ok t C l
❑ No one available for inspection: Time u `- AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date: `� � `s ` Inspector:
DO NOT REMOVE THIS NOTICE
i_ CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
r ae
Inspection Type:
Job Address: - I
Permit Number:
❑ No one available for inspection: Time K AM/PM
Re -Inspection requirec�No
When corrections have been made, call for re -inspection at 303-234-5933
Date In
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: j +'� V-3�
Job Address:
Permit Number: C, G 0
CA
F
t c C Sc 'A. iIc'
c4, L , r }
C 10
❑ No one available for inspection: Time AM/PM
Re -Inspection required: (s No
When corrections have been made, call for re -inspection at 303-234-5933
Date: i'. Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
��'. �` ✓tor ,,:i
�f
❑ No one available for inspection: Time , AM/PM
Re -Inspection required: Yeses
When corrections have been made, call for re -inspection at 303 -234 -
Date: ' Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: U i r o U ;i_
❑ No one available for inspection: Time AM/PM
Re -Inspection required: s No
When corrections have been made, call for re -inspection at 303-234-
Date:—LI
03-234-
Date:L( ' I-) ' I � Inspector:
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office m (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: C)_
Permit Number:
C\ 1
U.—
^ e
I 5 Y" 'rt,��
❑ No one available for inspection: Time AM/PM
Re -Inspection required- 69 No
C_ '
When corrections have been made, call for re -inspection at 303-234-5933
Date: `-� - I � - 6 Inspector:
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: N_1
Permit Number:. C,
el
❑ No one available for inspection: -Time 1 AM/PM
Re- Inspection required: Yes C,,NO)'
When corrections have been made, call for re -inspection, at 303-234-593
Date: —inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
_]��Building Inspection Division
(303) 234-5933 Inspection line
f (303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: )0) 3?_ ('j' �'i�,,�� ��k,•�1
Job Address: i e 7 1'7 L-," 311-f
Permit Number: -G'1 q00? Lj
Sir 161-0 ®,
❑ No one available for inspection: Time (QPM
Re -Inspection required: Yes 0
When corrections have been made, call for re -inspection at 303-234-5933
Date: -t 01 Inspector: �C/) loy(_/f
DO NOT REMOVE THIS NOTICE
( i() .
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:' �-"� p v �-? �a_�� Z
Job Address: 2Z _Y5 \,j 3�1 h
Permit Number: Qom, 1 G ()b a
❑ No one available for inspection: Time tL) ? AM/PM
Re -Inspection required: es No
When corrections have been made, call for re -inspection at 303-234-5933
Date: �� d `` Inspector: 'f
DO NOT REMOVE THIS NOTICE
A le CITY OF WHEAT RIDGE
-.A Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office e (303) 237-8929 Fax
INS
,ff,CTIQN NOTICE
Inspection Type:
Job Address: 1 -7 -3 10
Permit Number: ;)o I -/
ryl
V0
Gf, ( - ', t r',
wA e --N e
N,
.,:, . I
J No one availabib f6r
r
on ime AM/PM
Re -inspection require�ti: Yes No
When corrections have been "made, call for re -inspection at 303-234-593
`7. ?-? - ) e-
Date:- i—Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: k'3 iC'
Job Address:
Permit Number:
�-� -
❑ No one available for inspection: Tim`e_- fPM
Re -Inspection required: Yes . No`
When corrections have been made, call fpr re -inspection at 303-234-5933
Date: Inspe-
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:z k -KI -T �
Job Address•; l �'• `'` s�"�
Permit Number: atp ' ' j R6 0 �
❑ No one available for inspection: Ti
Re -Inspection required:`` Yes /'No
When corrections have been made, calf or re -inspection at 303-234-5933
Date;::�T Inspe v--�----- --
DO NOT REM E THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2 e
_T (303) 237-8929 Fax
Lj
INSPECTION NOTICE
Inspection Type:
Job Address: I
Permit Number: I j 0 o d I
T,
Cfi
t_12
e r P
LJ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
� i S_ , ) f11_1
Date:– 11 /—Inspector:
DO NOT REMOVE THIS NOTICE
.11
i CITY OF WHEAT RIDGE
91
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECT,I,ON NQTIC�
30�- ova ?I ec-- A �C
Inspection Type: 3 VS - GZ) o u q A C le c
Job Address: I'a �) 3 S- LV 3 61 ,Q I
Permit Number: 2 0) 9 c o-,�l l L/
❑ No one available for inspection: Ti
Re -Inspection required, -Yes.. 'No
When corrections have been made, call for r
Date
City of Wheat Ridge
Residential Basement Finish PERMIT - 201900214
PERMIT NO: 201900214 ISSUED: 02/15/2019
JOB ADDRESS: 12235 w 34th P1 EXPIRES: 02/15/2020
JOB DESCRIPTION: Create 2 new bedrooms with egress windows, living room, bathroom and
laundry room in basement; plumbing and electrical only - 1,197 sq ft total
*** CONTACTS ***
OWNER
JUANDA
SUB (303)591-5513
TOM
WILPOLT
190021 ELITE HOMES INC
SUB (303)278-1435
JOE
BEGEMAN
020561 BEGEMAN
ELECTRIC CO.
SUB (303)859-9120
Matthew Sims
160089 In & Out
Plumbing
*** PARCEL INFO ***
ZONE CODE:
UA /
Unassigned
USE:
UA /
SUBDIVISION CODE:
0695
/ APPLEWOOD
VILLAGE
BLOCK/LOT#:
Unassigned
0 /
*** FEE SUMMARY ***
ESTIMATED
PROJECT VALUATION:
43,902.50
FEES
Total Valuation
0.00
Plan Review Fee
429.36
Use Tax
921.95
Permit Fee
660.55
** TOTAL **
2,011.86
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner ofthe property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this.:. mit.-If her attes_thatl am legally authorized to include all entities named within this document as parties to the work to be
pe ormed af-a lvvork to be p - formed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature o g, R.. or ONTM' CTOR (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 ennit fee.
3 requiIf rmpermit fees andProcedures ew for approvaluof ny ew perm t. d.Re-issuan ce o e ef a new xtension of expill red permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of an 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. Th ance or gran of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
ap i le de or a 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.
City of
W heat ic%
COMMUNITY DEVELOPMENT
RECa .It
Building & Inspection Services
7500 W. 291h Ave., Wheat Ridge, CO 80033 e `�
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
P
Email: permits(ab-ci.wheatridge.co.us
FOR OFFICE l'SE ONLY
Date:
CA141 / 9
Plan/Permit #
�__9 (- i/ � y
Plan Review Fee:
Building Permit Application
*** Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Address:
Prooertv Owner
Property Owner Email:
Tenant Name (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address
City, State,
Arch itectlEngineer:
Architect/Engineer E-mail: \\ Phone:� int
Contractor Name. 1 �m
City of Wheat Ridge License #: -� Phone:
Contractor E-mail Add
For Plan Review Questions & Comments (please print):
U. Q01'.)BS
Phone: lL J
CONTACT NAME (please print): A\ ter �«\Y✓� . Phone:n L—� t.w `
CONTACT EMAIL(p/ease print):
I\\Cly
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical
W.R. City License # �D LL As t W.R. City License # W.R. City License # E� J'�'A
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields, if applicable.
❑COMMERCIAL X RESIDENTIAL
Provide description of work: For ALL projects, provide a detailed description 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.
Sc-� ` tel t'k_o-W _,�c\ 2. Cr.v ��c
ckv'i y . l � �' � tit 2 ' 1b> 2`
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e � C--yv.�r Z ���, c w w,r. s �i`Z y, \3 �) L�\ sex L-\ 1 YG L \-V. L
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YNcA*- C. � `)II �� u`' �►^ c e: (2 StJ� � irti►�v1C��
Sq. FULF ` %I W1 BTUs
Gallons
Amps Squares For Solar: KW # of Panels Requires Structural
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$i -1 � V\J
ONVNER/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 Cityof 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 am
entity included on this application to list that entity on this application_ L the applicant for this building permit application. warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER (,� TRACTOR) C UTHORIZED REPRESENTATIV) of (OWNER) (CONTRACTOR)
� 1 Signature (first and last na"(0: - , DATE:? C
Printed Name:V\i��A�
DEPARTMENT USE ONLY
ZONING COMMMENTS:
n
OCCUPANCY CLASSIFICATION: R - 73
CONSTRUCTION TYPE:
Reviewer:
BUILDING DEPARTMENT COMMENTS: R � p w "e- G�
1 �
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Reviewer: I
PUBLIC WORKS COMMENTS:
Reviewer.
—
y3, 9C.3_ S -V
Building Division Valuation: �J __; c E' 3 . SZ
City of
Wheat -Midge
COMMUNITY DEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
This form will not be accepted with missing information.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address:'�2�, \` 4 �j�i��. Permit #:�2W / 06 -q It
General Contractor: E,' "I-& -& Alyn a-� —! qo 0 �- I
Electrical Sub -Contractor
LL6
Company Name: JJW Phone #:
State License #: Master #:
Wheat Rid a License � (required field)
Signature of Authorized Agent
Plumbing Sub -Contractor
Date
Company Name.6Q-("M1 OtCVA (hone #:
'1
State License #: C� Zq Master #: � Z),3
Wheat Ridge License #: � LQ � (required field) It -p
Signature of Authorized 1<9ent Date
Mechanical Contractor
Company Name:l`� Phone: N
Wheat Ridge License #: NIA (required field)
N. IA t� lh
Signature of Authorized Agent Date
City of
W h6atidge
COMMUNITY DEVELOPMENT
SUB -CONTRACTOR AUTHORIZATION FORM
This form must be signed by each sub -contractor.
This form will not be accepted with missing information.
Subcontractor's City of Wheat Ridge License number must be provided in the applicable space.
Subcontractor's insurance and license must be up to date prior to permit issuance.
Project Address: /�� :3S- V 7 y�� PZ- Permit #: O / � Q 4
General Contractor:
Electrical Sub -Contractor
Company Name:
State License #:
Wheat Ridge License #:
Signature of Authorized Agent
Plumbing Sub -Contractor
Phone #•
Master #•
(required field)
Date
Company Name: Phone #: 303
State License #: A 13,3
Master #• ���5��
Wheat Ridge Pcense #: % (required field)
Signature of Authorized Agent
Mechanical Contractor
Company Name:
Date
Phone:
Wheat Ridge License #: (required field)
Signature of Authorized Agent
Date
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/o`93S ltl. 3Odl INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
. INSPECTION REQUEST LINE: (303) 234-5933
Cancellations must be submitted via the online form before 8 a.m. the day of the inspection
Occupant /y�Qe
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 Of The Above Inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Comments
Sewer Service
Plumbing
Do Not Cover Underaround 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
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
� i City of Wheat Ridge
Residential Roofing PERMIT - 201704854
PERMIT NO: 201704854 ISSUED: 07/26/2017
JOB ADDRESS: 12235 W 34th PL EXPIRES: 07/26/2018
JOB DESCRIPTION: Residential Re -roof to install OWEN CORNING DURATION asphalt shingles with
32 SQ (28 SQ PITCH & 4 SQ FLAT) HOUSE=5/12 PITCH
*** CONTACTS ***
OWNER (303)324-6568 PORTER CAROL M
SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 0741 / APPLEWOOD VILLAGE AMENDMENT 1 BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUIR:-, 9,557.00
FEES
Total Valuation 0.00
Use Tax 200.70 '—
Permit Fee 204.30
** TOTAL ** 405.00
*** 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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
It,,.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION
City of Wheat Ridge
Residential Roofing PERMIT - 201704854
201704854 ISSUED: 07/26/2017
12235 W 34th PL EXPIRES: 07/26/2018
Residential Re—roof to install OWEN CORNING DURATION asphalt shingles with
32 SQ (28 SQ PITCH & 4 SQ FLAT) HOUSE=5/12 PITCH
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications=
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this it. I further attesf that I am le ally authorized to include all entities named within this document as parties to the work to be
p ed and that all work to be ormed is disclosed in this document and/or its' accompanying approved plans and specifications.
"' e °
Signature of OWNE or C (Circle one) Date
1. This permit was issued based on the in ormation provided in the permit applicatio and accompanying Flans 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 originalipermit fee.
2 If thic narmit P�rnirrec a naw narmit may ha rannira�l to ha nhtnin -d cenanra of a naw narmit chap ha cnhiart to tha etanriarri
requirements, fees and rocedures for approvalof 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 provision of any
applicable code or 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.
Dan Schultz p((// / //
From:
no-reply@ci.wheatridge.co.us
Sent:
Tuesday, July 18, 2017 4:06 PM
To:
CommDev Permits
Subject:
Online Form Submittal: Residential Roofing Permit Application
Categories: Gina
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
12235 W. 34th PI
Carol Porter
303-324-6568
Property Owner Email Field not completed. , l r\ C7!.� •�
Address �-f U J V (/
Do you have a signed
Yes
contract to reroof this
No
property?
It will need to be
provided at the time of
Owen Corning Duration
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
J&K Roofing
Contractor's License
019983
Number (for the City of
How many squares of the
Wheat Ridge)
material selected above?
Contractor Phone
303-425-7531
Number
property include a flat
Contractor Email Address
kathyv@jkroofing.com
Retype Contractor Email
kathyv@jkroofing.com
Address
on the flat roof?
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
Description of Roofing
Owen Corning Duration
Material
Select Type of Material:
/
Asphalt /
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
28
material selected above?
Does any portion of the
Yes
property include a flat
roof?
If yes, how many squares
4
on the flat roof?
TOTAL SQUARES of all
32 /
roofing material for this
proj ect
Provide additional detail
House - 5/12 /
here on the description of
2
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 9557
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 Kathy Vendegna
Email not displaying correctly? View it in your browser.
3
CONTRACT
fX9
.,,.. J&K Roofing
BBg. 13000 W. 43rd Drive Golden, CO 80403
Phone: 303-425-7531 Fax: 303-425-1562
www.jkroofing.com
Representative Contact 303-593 -3Y3-:2 Date [e ' P-9' I2 20
Name j Lr4 d' Phone email
Address 1°, 235 (.c.1 3q -k City Obtal K,.1dq4 zip
Pinnacol Assurance Cincinnati Specialty Underwriters
303-361-4000 303-653-0023
Workers Compensation Insurance General Liability Insurance
Policy #4079290 Policy #CSU0061742
LABOR AND MATERIAL SPECIFICATIONS. TERMS
AND CONDITIONS. PLEASE READ CAREFULLY:
OLS (& Y.
T Recover roof with _Lan t hCG)L,am i
J! Color of shingles
Manufacturer's Warranty _�
Tear off Cl_�__je�.
Install Underlaymentij
Double all Eaves
I(i Re -Flash Chimney and/or Skylights J
Y, New Valleys (Ct, + % XLk1 ,� )ej
LV Replace Ridge
Ventilation ll -
Galvanized Fasteners
Replace CLI/ Plumbing Jacks
Paint roof stacks to match
Install tiL1t k Metal Edging Q CCI
Patio or Flat roof
�( .5 Year Warranty on labor
J & K Roofing to furnish all material and labor
Permit: k_ Included NOT Included
Clean-up debris and haul off all trash from roof
Roll yard with magnetic roller
Gutters cleaned of roofing debris
Decking Repairs $ per
u Hidden Layers (tear off) $ per layer
(Camera (Porky Number)
(Claim #) (Adjustor)
gMortgage Co. (Mortgage Loan Number)
YExtra work
e-
0. $c
r,4_ U 17
The property owner is_y_ is not using proceeds from
property and casualty insurance policy.
5�-►n c�c+,`i— $11 37-1Ir
Deductible if applicable
Per Colorado State Law CRS § 6-22-105 which states; 100%
the responsibility of the homeowner to pay this amount. J & K
Roofing will not reimburse or promise to reimburse in whole or
in part any amount of the deductible.
Estimated Start Date 4' U i> ALJ
TOTAL ESTIMATE $
ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL
J & K Representative Date
Homeowner Date -
1
Homeowner
Expiration Date
Date
You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the
proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving
written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or
deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices.
PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION
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:
E_
Job Address:
Permit Number:�r'�/G��,r'
❑ No one available for inspection: Time `-) ' -W/PM
Re -Inspection required: Y697.- _148
When corrections have been made, call for re -inspection at 303-234-5933
Date: � �< �� Inspector:
DO NOT REMOVE THIS NOTICE
in
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:
Job Address:
Permit Number:2C;.,I/
❑ No one available for inspection: Time `fb (AM/PM
Re -Inspection required: Yes
When corrections have been made, call for re -inspection at 303-234-5933
Date: j 1 Inspector: l
116 `�
DO NOT REMOVE THIS NOTICE
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING INSPECTION LINE - (303-234-5933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: Tim Porter
Property Address: 12235 W. 34th PI.
Contractor License No. : 22129
Phone : (720) 436-4437
Company : Tucker Electric Service Phone :(303) 438-6767
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 re ulations of the City of Wheat Ridge or
covenants, easements or restrictions o ord; tha I measurements shown, and allegations
made are accurate; that I have re g to abi by all conditions printed on this
application, and that I assume responsibility or co pliance with the Wheat Ridge Building
Code (U.B.C.) and all othe licable Wheat dg ' ances, forwork under this Pefmit. .
Building Permit Number : 77888
Date : 10/14/2004
Valuation :
$950.00
Permit Fee :
$50.40
Plan Review Fee :
$0.00
Use Tax :
$11.40
Total:
$61.80
Use:
Description : ~opahq~Commen£s
Approval:
Zoning :
~ild
B~n`9~Co `~,nments.°
Approval:
bliCXW'00 s Com e ` Approval:
Occupancy: Walls
Electrical License No :
Company :
Expiration Date :
Approval :
200 FPE to new 200 AMP
BUILDING DEPARTMENT USE ONLY
Roof
Plumbing License No :
Company :
Expiration Date :
Approval:
Mechanical License No :
Company:
Expiration Date :
Approval:
(1) . This pertnit was issued in accordance with the provisions set forth in yopur applica[ion antl is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any otherapplicable ordinances ot the Ciry.
(2) This pertnit 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 720 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the
original plans and specifcations and any suspension or abandonment has no[ exceeded one (7) year. If changesare made or if suspension or abandonment
exceeds one (7) year, (ull fees shall be paid fora new permit (4) No work of any manner shall be tlone that will change the natural flow ofwater causing a drainage problem.
(5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before
proceediing with successive pha5es of the job.
(6) The issu a pe ' or the appro drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the
~provi . of th d in odes r ordinance, law, rule or regulation.
Chief Building Inspector
SIC : Sq. Ft. :
Stories : Residential Units :
Please sign Terms and Conditions on reverse side of page.
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 1-7d S11
o~ W~E~T,p BUILDING INSPECTION LINE - 303-234-5933 Dale:
~ $ CITY OF WHEAT RIDGE
° 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
`°`°R"°~ APPLICATION
PropertyOwner:
Property Address: ( L Z 3 5 t,✓ 3 Lf .p~lct- .G Phone: J
Convactor License No.: O~ a / a, ~
Company:
Phone: 3G-5 v j (
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify ihat the setback disWnces pioposed by fhis permit applicatlon are
accurate, and do not violate applicable ordinances, rules or regulations of the City of
W heat Ridge or covenants, easements or restrictions ot record; that all measurements
shown, and allegations made are accurate; that I have read and agree to abide by all
conditions printed on fhis application and Nat I assume full responsibility for
compliance with the Wheat Ridge Buildin Code (U.B.C) anC all other applicable
Wheat Ridge Ordinances, forwork u r this pe it. . ,
74~~
Value:$
Permit Fee:$
Plan Review Fee:$
Use Tax..s_
Total:$
Description:
Cl~e
4-~
Sq.Ft.added
BUILDING DEPARTMENT USE ONLY SIC:
ONING COMMENTS:
Approvai:
Zoning:
~COMMENTS:
Approval:
WORKS COMMENTS:
Approval:
Walls: Roof: Stories: Residential Units:
Sq.Ft.:
Electrical License No: Plumbing License No: Mechanical License No:
Company: a'~a-. 7 Company: Company:
Expiration Date: / Expiration Date: ExpiraGon Date:
Approval: ,1,-~ /Q..S Approval: Approval:
F
(1) Tfiis permit was issued in accordance wiM the provisions set (orth in your appliqtion and is subjed to the laws of the State of
Coloredo and W the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other appiipDle ordinances of
the City.
(2) This permit shall expire if (A) the work authorized is not commenced wiihin sixty (60) days trom issue date or (B) the building
auihorized is suspendetl or abandoned for a period of 120 days.
(3) If this permit enpires, a new pertntt may be acquired for a fee of one-half the amount nortnalty required, provided no changes
have been orwiii be made in the original Dlans and spedfications and any suspension or abandonment has not exceeded one
(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full tees shall be paid tor a new permit
(4) No work of any manner shall be done that will change the naWral flow of vrater pusing a drainage probiem. (5) Contractor shall notity the Buiiding Inspector twenty-tour (24) hours in advance for ail inspections and shall receive written
approval on inspecbon qrd before proceeding wiM successive phases of the job.
(6) The issuance of a permit or the approval of d2wings and speafiptions shall not be construed b be a permit for, nor an
appmval of, any violation oi the pmvisions of the building codes or any other ordinance, law, rule or regula6on.
Chief Building Official
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77884
BUILDING INSPECTION LINE -(303-234-5933) Date : 10/13/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: TIM PORTER
Property Address : 12235 W 34TH PL
Contractor License No. : 21161
Phone : 434-4311
Company : Rugged Enterprises Inc. Phone : 426-1019
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiTy that the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read andogrree to abide by all conditions printed on this
appliration, and that I assume full~ pp.esr nsibilifyYo complianeeyvith the Wheat Ridge Building
Code (U.B.C.) and all other ap91(ce6le.Wheat Ridge rdinances,_163 work under this permit. ~
Valuation :
$$,058.00
Permit Fee :
$217.50
Plan Review Fee :
$0.00
Use Tax:
$9670
Total:
$314.20
Use:
Description : INSTALL 2.5. TON A/C UNIT, REPLACE EXISTING FURNACE W ITH 90% 80K BTU FURNACE
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. '
bpm„gpComments:;
Approval :
Zoning :
Approval :
Approval:
Occupancy : Walls : Roof
Stories : Residential Units :
Electrical License No : Plumbing License No :
Company: Company:
Expiration Date : Expiration Date :
Approval : Approval :
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This permit was issued in accordance wifh the provisions set fodh in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations antl Building Code of Wheat Ridge, Colo2do or any other applicable ordinances of the Ciy.
(2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (e) ihe building authorized is suspended or
abandoned for a periotl of 720 days.
(3) If this pertnit 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 specifrations 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 pertnit.
(4) No work of any manner shall 60 done that will change the naturel Flow of water causing a dreinage problem (5) Contractor shall notify the Buiiding Inspector twenty-four (24) hours in advance for all inspections and shall receive wririen approval on inspection card before
proceediing with successive phase ' b. - (6) The issuance of a it or approval of dr gs and specifcations shall not be construed to be a permit tor, nor an approval of, any violation of the
provisions o ildin de or a er ordinance, law, rule or regulation.
C ef Buil ing Inspector
Please sign Terms and Conditions on reverse side of page.
DEPAR'PMENr OF YLANNING AND DEVELOPMENl'
pf ~~T q gUjLDING INSPEGTION LIFIE - 303-234-5933
GTTY OF WHEAT RIDGE
7500 WEST 29TS AVENIIE
g~~~p
wHEnT RmGE, co sozis - (303-235-2855)
~LORAO~ ,~,~~dd{~4♦
gnilciing permit Number.
Date:
Properry Owner: -1 1 m POYier
Property Address: 12a a 114 • 3'P
Contractor License No.: I 1 l¢ I_,
pR•[Wi/CON1gpCrpR SIGNAYVRB ORiILmffifSl'ANWING6CID AGRSffiIOIYP
1 noretv cmW ad 8u sewaetc a;sftxs mueosea bY.+his nUM aPNiwbon am
eccuratq aad dn not viotafo appliable ocdnw¢as, mtes or+egulatiuas ofthe Gtitq of
WheatRidge a'coamatts. easemwis orrestridioat of cecord; tLatal[mClstilmems
sLown, md alleBffiicos mede me ncaxa6e; t6ffi I Lave imd end Wee to e6ide by all
condrtians pcmud m this Wtication aod that I sssUM ivll msponsMHit9 for
mmplima wRh tlu Wheac Ridge.Bttild'mB Code (O.B.G) md ad oths applicabta
QVheat Ridge OrtGnssuces, 5nrwotkmdert5is Pemit
(owrme)(coxncncrox); sc n~ 10~ i3-0~{
Phone : 3b3 Z-I~ -413I 1
Phoae:
Constiiction Value: 8055,00
Peffiit Fee:
plan Review Fee:
Use Tax:
Total: .
o l ace -exls-l-i v~C -F."ace w rfi~
Description: _n~-~ l 1 'o~• S-~v1 AG LIVI It, re-
°Iti'%• ~bK F~71,~ fu✓v~ace~
BUII.DIlNG DEPARTMENT IISE ONLY
SIC: Sq.Ft:
ZONINB COMMEN7":
Approval:
Zonmg:
BUtLDiNG CONE9ENT5: .
APPIOVBI:
Pusuewowcs CoeaMeHrs:
Appmval: - -
Occupancy: Walls: RooF Stories: ResidentialUnits:
Elechical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: APProvaL•
(1) Thispemitwasissuedmeaordmuwidh thapmvisionssatfMhinSoar~ aPPliratlouaodissubjattothalawsofthaSte[eofColmadoandmtheZoniug
Reguta8ms md Build'mg Codw oPwheetRidge, Colomdo oc auY otha applicable ordi¢ances ofthe City.
(2) 17ds pecmit shall expire if (A) the work awhoriud is ¢ot commmced within sixly (60) days fiom issue date or (B) the build'mg authoriud is svspended or
ebandonadforapcriodof120days. (3) H'ihisPemti[exphes•anewPa!taitmaYbe eWuhtd SsafeeofonahalfthemnuwtuoimaIIYiMahma, PcovidedaochmBeshavebemorwllbemadain
axCeed4one(1)}ear, 81Ilfees5u1L6CpffiU= BnewpRmu. . .
(4) NoworkofeaYmamaslnll5edmedtatwIlcluafle&enanuslflowofwatacrawBadnmagetaobim. .(5) cmaueasLattnoti6meso7du+sTospm~r~w~r-~gCza)umesiaadt~mmatocaltmspatimsaodstsR~eaiaewrilcmappovdwmsnariancuaneFae
pmcesdmgwiytsuaeBiwpLazaofthajob. (6) _ Yheissnaneaofapemitorthesppcovelofd[awingsmdspeeificaEOnssLaDnoebeconalmedmEeapumitft normappeovelot mYtioletm ofthe
provisiwsofthe6wld'mgwd'sm mYOthawd'mmee,law,mteormgulefioo. Chief Building Inspector