HomeMy WebLinkAbout4025 Newland Streeti CITY•OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: c)?zp
Job Address: m I c�
Permit Number: 1]1 �k
_. ±
❑ No one available for inspection: Tim cA�VI pm
Re -Inspection required: Yes (No)
When corrections have been made chedule for re -inspection online at:
http✓/www.ci.wheatridge.co.us ins pct►
Date: 'T • I l,- I �-rhspector:
City of Wheat Ridge
Residential Solar PERMIT - 201901714
F
PERMIT NO: 201901714 ISSUED: 08/23/2019
JOB ADDRESS: 4025 Newland St EXPIRES: 08/22/2020
JOB DESCRIPTION: Residential solar installing a 8.550 kW grid tied, roof mounted solar PV
system.
**REVISION: Mounting change; No added valuation
*** CONTACTS ***
OWNER (720)422-6551 SCHUMACHER STEPHEN B
SUB (720)255-7342 MARK MONTOYA 190076 FREEDOM FOREVER COLORADO LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 0403 / CASTLE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 28,728.00
FEES
Total Valuation 0.00
Residential Solar 500.00
** TOTAL ** 500.00
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 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 of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' acc/ompanying 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 maybe subject to a fee equal to one-half of the originalpermit fee.
;. 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Budding Off-ccial and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a p it shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordmancr regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Buildinj Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
W heatdge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits _ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
g
Add to Permit # _
Building Permit Revision/Amendment Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 4025 Newland St, Wheat Ridge, CO 80033
Owner (please print): Schumacher, Maureen Phone: 720-422-6551
Property Owner Email: marie00582@gmail.com
Mailing Address: (if different than property address)
Address:
State. Zir):
Submitting Company: Freedom Forever Colorado, LLC.
Contact Person: Jeremy Burks Phone: 720-936-9460
Contractor: Freedom Forever Colorado, LLC.
Contractors City License #: 190076
Phone: 720-936-9460
Contractor E-mail Address: jburks@freedomforever.com
Please Note: Additional valuation must include all general and subcontracted work to be performed
related to the revisions and/or amendments declared in the description of work and which were not
included in the original permit valuation.
If revisions or amendments increase the original valuation, additional fees will be due at the time of
approval. Depending on the scope of work, additional plan review fees may be due upon approval
($60.00 an hour — 2 hour minimum).
Description of revised/amended work:
Mounting attachment point type changed from Chemcurb to Simple Grip SQ on low pitch
roof mounting plane (roof 4 mounting plane).
Sq. Ft./LF Btu's
Amps Squares
Gallons
Other
Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above)
$ No additional project value
OWNER/CONTRACTOR SIG\ATI RE OF GVDERSTANDINC AND AGRF.ENIENT
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 sho,,vn and allegations made are
accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner
or have been authorized by the legal owner of the propert} to perfonn the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application.
CIRCLE aVE: (OWNER) QCONTRACT00 or (4UTHOR/ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NANIE: Jeremy Burks
�1giials;yaed 7 W 7 4 1 4 8 8/27/19
oaie 20t 9 f18277-0 06 W'
SIG\ATI RE: DATE:
DEPARTMENT USE ONLY
ZONING COMMMENTS.
Reviewer
UILDING DEPARTMENT COMMENTS:
viewer �
PUBLIC WORKS COMMENTS:
Reviewer
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
PV SYSTEM SUMMARY: 8.550 KW
ROOF MOUNT RESIDENTIAL PHOTOVOLTAIC SYSTEM
SYSTEM SIZE (DC) STC: 30 X 285= 8550W DC
SYSTEM SIZE (AC) 6000W @ 240VAC
MODULES 30 X HANWHA Q -CELL. Q PLUS BFR -G4.1 285, 285W
MODULES
INVERTER SOLAR EDGE SE6000H-US S11]
ROOF COMPOSITION SHINGLE & ROLLED COMPOSITION
TILT 6°, 14° & 23° PITCH
AZIMUTH 90a, 180° & 270°
RAFTER/TRUSS SIZE : 2" X 6" RAFTERS @ 24" O.0
ATTACHMENT TYPE UNIRAC SFM MICRORAIL & UNIRAC STANDOFF WI
SIMPLE GRIP SQ AND UNIRAC TILT LEGS
MAIN SERVICE PANEL EXISTING 100 AMPS MSP WITH 100 AMPS MAIN
BREAKER ON END FEED
INTERCONNECTION : LINE SIDE TAP
PHOTOVOLTAIC SYSTEM
CITY NOTES:
THIS PROJECT COMPLIES WITH THE FOLLOWING:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL FIRE CODE
2012 INTERNATIONAL FUEL GAS CODE
2017 NATIONAL ELECTRICAL CODE
2012 INTERNATIONAL PROPERTY MAINTENANCE CODE
AS ADOPTED BY CITY OF WHEAT RIDGE
MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN
ACCORDANCE WITH UL 1703. THE FIRE CLASSIFICATION SHALL COMPLY WITH TABLE
1505.1 OF THE INTERNATIONAL BUILDING CODE BASED ON THE TYPE OF CONSTRUCTION
OF THE BUILDING. IRC SECTION R902.4
SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER IRC SECTION R314 AND
315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD.
SITE LOCATION:
W 41 st Ave
v D
n
0
Si Peter 8 Paul School
7l, of the
Chapel
0
VJ 41 s. Ave � w q
14025 Newlautt
Z
Saint Peter and Paul v
Rornan Catholic Church a
L SITE LOCATION
OCPD RATING : 35 AMPS I "I HOUSE AERIAL VIEW:
STRINGING 1 STRING WITH 16 MODULES AND 1 STRING WITH 14 I INSTALLATION NOTES:
MODULES IN SERIES IN EACH STRING '' t^f
UTILITY XCEL ENERGY I THE PV BREAKER SHALL NOT EXCEED 120% OF THE ALLOWABLE BACK FEED OF THE MAIN I w
SERVICE BUSS RATING. yM
TABLE OF CONTENTS
PV -1
SITE LOCATION AND HOUSE AERIAL VIEW
PV -2
SITE PLAN
PV -2A
ROOF PLAN WITH MODULES LAYOUT
PV -3
ELECTRICAL LINE DIAGRAM
PV -4
EXISTING SERVICE PANEL
PV -5
ROOF MOUNTING DETAILS, ELEC. CALCULATION &
MATERIAL LIST
PV -6
LABELS
PV -7
OPTIMIZER CHART
E1earic81concra,1wNo CLIENT:
EC.0101397
freedom
'0
R E V E R
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLES%ilyof j,g
'
INVERTERS. ��� Wheat'g@
✓Commum YD111EwrmodT
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. APPROVED '
EMT CONDUITS ARE ATTACHED TO THE ROOF USING PRESSUREFri��Ft�@+�oRn�l;
OF COMPOSITE ROOF OR COUNDUIT HANGERS IN CASE OF ROOF
'— P!jn:+.:miner Date
Validity of permit Thr nsuarwe ofo perma m oppiovol of plans ipeci%
c n;:...";.,,r.,c..,:r•all not he a permit /uc, or un oppovol uf, orry viorot to
a^v ei :',r rvva.rom of the building code or of aril, Caymalkontces.
pre: r:r-mg ,o give authority to violate of cancel the provisiorrs of the 1 „
coda or other ordinances of the City shell not be valid. - _---
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
REVISIONS:
DESCRIPTION DATE I REVISION
DATE: 08/14/2019
DESIGN
BY GREG
JOB ID.: F033571
TITLE:
It MODULE LOCATION
SITE LOCATION AND
HOUSE AERIAL VIEW
SHEET:
PV -1
WIND SPEED: 105mph
SNOW LOAD: 30psf
EXPOSURE:B
ROOF 3 ATTACHMENT LAYOUT
ai
LEGEND
Module
(Roof Zones)
Zone 1
ROOF AREA STATEMENT
lone 3
ROOF
MODULES
QTY
PITCH
ROOF
PITCH
AZIMUTH
ROOF AREA
ARRAY AREA
1
5
23°
23°
90°
252.85 SQ FT
91.70 SQ FT
2
5
23°
23°
180°
248.38 SQ FT
90.69 SQ FT
3
11
23°
23°
270°
457.92 SQ FT
199.64 SQ FT
4
5
6°
0°
180°
514.65 SQ FT
91.70 SQ FT
5
4
14°
14°
90°
163.55 SQ FT
72.17 SQ FT
WIND SPEED: 105mph
SNOW LOAD: 30psf
EXPOSURE:B
ROOF 3 ATTACHMENT LAYOUT
ai
LEGEND
Module
(Roof Zones)
(N) 30 HANWHA
BFR -G4.1 285,
(E) MAIN SERV
(N) PRODUCTI(
(N) AC DIS
(N) SOLAR EDGE SE6000H-US S11]
3Q (N) JUNC
ATTACHMENT POINTS @ 48" O.0
STANDC
ATTACHMENTS WI
TILT LEGS (FLAT ROC
FIRE SETBACKS N
REQUIRED PER CI
R324.6 EXCEPTION
SEE PV -6 F(
ATTACHMENT DETAIL
rl /k I% n/A11 - I A nor- � --
MIN Ar' M1Qr nK1AICr`T
El-lr—lc°°o-a1111N11 CLIENT:
EC.0101397
freedom
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
REVISIONS:
DESCRIPTION
DATE I REVISION
LEGEND:
® ATTIC VENT
O PIPE VENT
SS
i
O.0 (TYP.)
NOTE:
EMT CONDUIT SUPPORTED BY PIPE
HANGERS 12" TO 18" AWAY FROM ROOF
EDGE
O ATTACH CLAMP AT 25% FROM EDGE AND
50% FROM CENTER OF MODULES
3Q JUNCTION BOX MOUNTED TO THE RAIL
ROOF 1 ATTACHMENT LAYOUT
ROOF PLAN WITH MODULES LAYOUT 1
SCALE: 1/8" = V-0"
DATE: 08/14/2019
DESIGN
BY: GREG
JOB ID.: I F033571
TITLE:
ROOF PLAN WITH
MODULES LAYOUT
SHEET:
PV -2A
Zone 1
Zone 2
lone 3
SFM Components
3' Mhcroraii
9' SFM Splice
MIA
9' Attached
Splice
Q
SFM Trim
Attachment
SRM TCIm Univ
Clip
®
Full Trim Section
—
Cut Trim SLCLIOn
(N) 30 HANWHA
BFR -G4.1 285,
(E) MAIN SERV
(N) PRODUCTI(
(N) AC DIS
(N) SOLAR EDGE SE6000H-US S11]
3Q (N) JUNC
ATTACHMENT POINTS @ 48" O.0
STANDC
ATTACHMENTS WI
TILT LEGS (FLAT ROC
FIRE SETBACKS N
REQUIRED PER CI
R324.6 EXCEPTION
SEE PV -6 F(
ATTACHMENT DETAIL
rl /k I% n/A11 - I A nor- � --
MIN Ar' M1Qr nK1AICr`T
El-lr—lc°°o-a1111N11 CLIENT:
EC.0101397
freedom
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
REVISIONS:
DESCRIPTION
DATE I REVISION
LEGEND:
® ATTIC VENT
O PIPE VENT
SS
i
O.0 (TYP.)
NOTE:
EMT CONDUIT SUPPORTED BY PIPE
HANGERS 12" TO 18" AWAY FROM ROOF
EDGE
O ATTACH CLAMP AT 25% FROM EDGE AND
50% FROM CENTER OF MODULES
3Q JUNCTION BOX MOUNTED TO THE RAIL
ROOF 1 ATTACHMENT LAYOUT
ROOF PLAN WITH MODULES LAYOUT 1
SCALE: 1/8" = V-0"
DATE: 08/14/2019
DESIGN
BY: GREG
JOB ID.: I F033571
TITLE:
ROOF PLAN WITH
MODULES LAYOUT
SHEET:
PV -2A
ELECTRICAL CALCULATIONS
BACKFEED BREAKER SIZING
MAX. CONTINUOUS OUTPUT 25A @ 240V
25 X 1.25 = 31.25AMPS
DE -RATED AMPACITY OF 6 AWG CONDUCTOR @ 0.96
TEMPERATURE CORRECTION
75 X 0.96 = 72.00 AMPS - OK
MATERIAL LIST
QTY
EQUIPMENT
DESCRIPTION
240906D
HANWHA Q -CELL.
OPEN CIRCUIT VOLTAGE (Voc) :
39.22V
Q PLUS BFR -G4.1
MAX. POWER VOLTAGE (Vmp) :
31.99V
30
Z3O' 3'R
SHORT CIRCUIT CURRENT (Isc) :
9.46A
004100D
285 285W
MAX. POWER CURRENT (Imp) :
8.91A
Twn
MODULES
PTC RATING :
261 AW
ILSCO LAt #N LUG (G8L4DBT) -
00=,070D
MAX. DC INPUT VOLTAGE:
480V
SOLAR EDGE
MAX. AC OUTPUT VOLTAGE RANGE:
211-240V
1
SE6000H-US S11]
MAX. AC OUTPUT CURRENT :
25A
MAX. AC POWER OUPUT :
6000W
CEC EFFICIENCY:
99%
1
JUNCTION BOX
600VDC, NEMA 3R, UL LISTED
2
AC DISCONNECT
240VAC, 60A, NEMA 3R, UL LISTED
1
PRODUCTION
STEEL PRODUCTION METER
METER
UNIRAC STANDOFF WITH SIMPLE
11
ATTACHMENTS
GRIP SQ & TILT KIT
420
RAIL
UNIRAC LIGHTRAIL
140'
CONDUIT
3/4" OR LARGER EMT CONDUIT
NUMBER
PART TYPE
DESCRIPTION QUANTITY
240906D
T -
M. M SPLICE DRK 9
3033211
SF*d MICRO RAIL 3 32MM 38
3t,932R
SfiV ATT St LICE 9 3 -Pot t.1 4
Z3O' 3'R
h.'..<r-ar.a �Li ite
e='„S SPLICE 9 32R"'w"
004100D
noofAaac--I- -t
FLA5-F;(T SFM TRI2t COMM DARK --
%10332R
Twn
--V TWMRAI; 66 3ZMM DRK -
008OO9P
Grounding Lug
ILSCO LAt #N LUG (G8L4DBT) -
00=,070D
Flashing
FLASHW SFIA SLIDER COMP
DARK
W801 5!S
N 5 W re CAP
WIRE BND CLIP
Eie°t°caioontracto,No CLIENT: REVISIONS: TITLE: SHEET:
EC.0101397 SCHUMACHER MAUREEN DATE 08/14/2019
'freedom t DESCRIPTION DATE REVISION ELEC.
F O R E V E R 4025 NEWLAND ST, DESIGN GREG CALCULATION & PV -5
FREEDOM FOREVER LLC WHEAT RIDGE, CO 80033 BY
43445 Business Park Dr Suite 110, Temecula, CA 92590 (720) 422-6551 JOB ID.: F033571 MATERIAL LIST
Tel: (800) 385-1075
Photovoltaic Panel Mounting Detail (Unirac SFM Microrail)
Scale: NTS
':1,00in
SFM MICRORAIL
SFM TRIMRAIL
2,251n
PV MODULE
PV MODULE
f�
.
SFM SLIDER AND
TRIM RAIL ROOF
ATTACHMENT
ROOF / DECK MEMBRANE
zs ROOF DECK/
2 5
-- MEMBRANE --- I �
---------�--' ---- ------- -------F--- -----------=
—
2.5" MIN. EMBED. 2.5" MIN. EMBED.
U N I RAC
FLASHING
SLIDERS
5/16" STAINLESS
FLASHING
6.00►n
STEEL LAG BOLT OR
5/16" STAINLESS STEEL LAG
STRUCTURAL SCREW
BOLT OR STRUCTURALi71
_.�
WITH 2-1/2" MIN.
SCREW WITH 2-1/2" MIN.
�
EMBEDMENT AND
EMBEDMENT AND FLAT
— —
FLAT WASHER
WASHER
BUILDING STRUCTURE
BUILDING STRUCTURE
SIMPLE GRIP SQ
Photovoltaic Panel Mounting Detail (Comp. Shingle)
Photovoltaic Panel Mounting Detail (Rolled Comp)
Scale: NTS
Scale: NTS
UNIRAC SUNFRAME
UNIRAC LIGHT RAIL
PV MODULE
TRIMRAIL
UNIRAC TILT LEG KIT
PV MODULES
V-6"
UNIRAC STANDOFF
UNIRAC L -FOOT
5°
ROOF
MEMBRANE
UNIRAC SUNFRAME
SLIDER
2" X 6" RAFTERS @ 24" O.0
2" X 6" RAFTERS @
5/16" 0, 3.5" LENGTH LAG SCREW
24" O.0
MINIMUM 2.5" EMBEDMENT
CLIENT.
REVISIONS:
TITLE:
SHEET:
Ec.o101397
p
freedom
SCHUMACHER MAUREEN
DATE
08/14/2019
DESCRIPTION DATE REVISION
I
FLAT ROOF
FOR E VV E R
4025 NEWLAND ST,
DESIGN
GREG
MOUNTING
PV -6
FREEDOM FOREVER LLC
WHEAT RIDGE, CO 80033
(720) 422-6551
DETAILS
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
JOB ID.:
F033571
Cut Sheet - SimpleGrip-SQ
1. Installation to be completed in accordance with manufacturer's written specifications and installation instructions.
2. See spec sheet or contact manufacturer for detailed material, finishes, and configuration options.
3. Contact manufacturer for detailed layout.
4. Do not scale drawings.
5. Subject to change without notice.
b.00in
152.40mm ] —
I
b.00in
I 52.40mm
2.25in
57.15mm j
5,00in
11 27m j
152.40mm
ALPINE
ECOFasten Solar"' 289 Harrel Street
SNOWGUARDS �` Morrisville, VT 05661
Toll Free Phone 1.888.766.4273 Toll Free Phone 1.877.859.3947 Material: See Spec Sheet
Toll Free Fax 1.888.766.9994 Toll Free Fax 1.888.766.9994
Scale: 1:3 7/11/2016 ASG: - EFS: X
UNIRAC
2 -Piece Standoff Technical Datasheet
Pub 101026-1td V1.0 October 2010
2 -Piece Aluminum Standoffs .................................................. 1
2 -Piece Aluminum Standoff with SolarMount-1 1 -flange connection .................... 2
2 -Piece Aluminum Standoff with L -foot connection ................................. 2
Standoffs
2 -Piece Aluminum Standoffs
Part No. 310503, 310504, 310506, 310507, 310553, 310554, 310556, 310557, 310603, 310604, 310606, 310607,
310653, 310654, 310656, 310657
Y
�Z
x
1
1-bG
3" MIN
7" MAY 0.31
r
y 3.75
2-5010 O '
2,75
Dimensions specified in inches unless noted
Standoff and Base Material:
• One of the following extruded aluminum alloys: 6005-T5,
6105-T5, 6061-T6
• Ultimate tensile: 38 ksi; Yeild: 35 ksi
• Clear or Dark anodized
Weight:
• 3" Standoff (as shown): 0.522 pounds (237 g)
• Add 0.086 pounds per inch (39 g/ inch)
Allowable and design loads are valid for a Unirac 2 -piece
aluminum standoff
Attach with zinc plated carbon steel or stainless steel fasteners
Resistance and safety factors are determined according to Part 1A section 9 of
the 2005 Aluminum Design Manual
NOTE: Loads are given for the standoff only. Check load limits for lag
screw or other attachment method.
*Example: If the module is mounted 6" (0.5 ft) from the base of the standoff,
the allowable side load is 250 ft*Ibs/ 0.5 ft = 500 lbs
F1 I
2 -Piece Aluminum Standoff with SolarMount-I 1 -flange connection
Part No. 05013C, 05014C, 05016C, 050170
::'UNIRAC
Average
Allowable
Load
lbs (N)
specifications.
Design
Loads
lbs (N)
For the 1 -flange connection to standoff:
Tension, Y+
Ultimate
Allowable
Safety
Design
Resistance
Applied Load
Load
Load
Factor,
Load
Factor,
Direction
lbs (N)
lbs (N)
W
lbs (N)
F
Tension/
3266
1089
for the lag screw or other attachment method.
30 (133)
0.705
Compression,
(14 28)
(4844)
3.00
1633 (7264)
0.500
Y±
UZ Bending,
559 ft lbs
250 ft lbs
378 ft Ibs
Applied
(758 Nm)
(339 Nm)
2.24
(512 Nm)
0.676
Moment'
*Example: If the module is mounted 6" (0.5 ft) from the base of the standoff,
the allowable side load is 250 ft*Ibs/ 0.5 ft = 500 lbs
F1 I
2 -Piece Aluminum Standoff with SolarMount-I 1 -flange connection
Part No. 05013C, 05014C, 05016C, 050170
::'UNIRAC
Applied Load Direction
Reference the SolarMount-1 series datasheet for 1 -flange connection
Allowable
Load
lbs (N)
specifications.
Design
Loads
lbs (N)
For the 1 -flange connection to standoff:
Tension, Y+
• Use included 1 %" EPDM washer between the 1 -flange
Y
connection and standoff
Assemble with included 300 series stainless steel %"-16 flanged
Z
hex head screw
X
Use anti -seize and tighten to 30 ft -lbs of torque
873 (3883)
Allowable and design loads are valid when components are assembled
1320 (5872)
according to authorized Unirac documents.
Transverse, X-, downhill
1 -Flange connections are compatible with SolarMount-I series beams.
313 (1392)
Resistance factors and allowable loads are determined according to part 1A
473 (2104)
section 9 of the 2005 Aluminum Design Manual.
Transverse, X+, uphill
NOTE: Loads are for the connection and standoff only. Check load limits
20 (89)
for the lag screw or other attachment method.
Applied Load Direction
Average
Ultimate
Ibs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Loads
lbs (N)
Resistance
Factor,
Tension, Y+
1415 (6294)
635 (2825)
2.23
960 (4270)
0.679
Compression, Y-
1949 (8670)
873 (3883)
2.23
1320 (5872)
0.677
Transverse, X-, downhill
635 (2825)
313 (1392)
2.03
473 (2104)
0.745
Transverse, X+, uphill
42 (187)
20 (89)
2.15
30 (133)
0.705
UZ Bending, Applied Moment
559 ft lbs
(758 Nm)
250 ft lbs
(339 Nm)
2.24
378 ft lbs
1512 Nm)
0.676
2 -Piece Aluminum Standoff with L -foot connection
f- Reference the SolarMount datasheet for L -foot specifications.
For the L- foot to standoff connection:
• Use included 1 3/" EPDM washer between the L -foot and standoff
• Assemble with included 300 series stainless steel'/" -16 flanged
hex head screw
• Use anti -seize and tighten to 30 ft -lbs of torque
Y Allowable and design loads are valid when components are assembled according
Z to authorized Unirac documents.
X L -feet are compatible with SolarMount, SolarMount Heavy Duty,
and SunFrame rails.
Resistance factors and allowable loads are determined according to part 1A
section 9 of the 2005 Aluminum Design Manual.
NOTE: Loads are for the connection and standoff only. Check load limits
for the lag screw or other attachment method.
Applied Load Direction
Average
Ultimate
Ibs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Loads
lbs (N)
Resistance
Factor,
0
Tension, Y+
1859 (8269)
707 (3144)
2.63
1069 (4755)
0.575
Compression, Y-
3258 (14492)
1325 (5893)
2.46
2004 (8913)
0.615
Sliding, Z±
1766 (7856)
755 (3356)
2.34
1141 (5077)
0.646
Transverse, X±
486 (2162)
213 (949)
2.28
323 (1436)
0.664
UZ Bending, Applied Moment
559 ft lbs
(758 Nm)
250 ft lbs
(339 Nm)
2.24
378 ft lbs
(512 Nm)
0.676
113/16" 1/16"
18" to 30" 18" 18"
26"to 44" 26" 26"
40" to 72" 40" 40"
3/8-16 X 3" HEX BOLT Tilt Leg Square Tilt
3/8 X 1-1/2" X 1/8" Properties Strut Channel Leg Tube Units
HD FENDER WASHER Area 0.515 0.4884 in2
Weight 0.57 0.56 PIf
Width 1.625 1.82 in
Height 1.625 1.82 in
Section Modulus (X-axis) 0.236 0.275 in3
Section Modulus (Y-axis) 0.261 0.275 in3
Moment of Inertia (X-axis) 0.201 0.2498 in4
Moment of Inertia (Y-axis) 0.213 0.2498 in4
Radius of Gyration (X axis) 0.625 0.7152 in
i
Wrenches and Torque Wrench Size Recommended Torque (ft -lbs)
® 3/8" Hardware 9/16" '30 w/Anti-Seize
3/8-16 X 1-1/4" SS HEX BOLT
3/8 x 1-1/2" x 1/8" HD
FENDER WASHER
3/8-16 STRUT NUT
3/8-16 SS FLANGE NUT
war
LEG STRUT
3/8" BOLT
STRUT NUT
LEG TUBE
FENDER WASHER
TILT LEG
COMPONENTS:
A
PAGE
---------------------------------------------------------------------------------------------------------------------------------------------
�IN LEG KITS
TILT
LEG -LEN -GTHS
15/8" 1 i/i6
Total Adjustable Lengths
Square Tube Strut
8"to 12"
8" 8"
113/16" 1/16"
18" to 30" 18" 18"
26"to 44" 26" 26"
40" to 72" 40" 40"
3/8-16 X 3" HEX BOLT Tilt Leg Square Tilt
3/8 X 1-1/2" X 1/8" Properties Strut Channel Leg Tube Units
HD FENDER WASHER Area 0.515 0.4884 in2
Weight 0.57 0.56 PIf
Width 1.625 1.82 in
Height 1.625 1.82 in
Section Modulus (X-axis) 0.236 0.275 in3
Section Modulus (Y-axis) 0.261 0.275 in3
Moment of Inertia (X-axis) 0.201 0.2498 in4
Moment of Inertia (Y-axis) 0.213 0.2498 in4
Radius of Gyration (X axis) 0.625 0.7152 in
i
Wrenches and Torque Wrench Size Recommended Torque (ft -lbs)
® 3/8" Hardware 9/16" '30 w/Anti-Seize
3/8-16 X 1-1/4" SS HEX BOLT
3/8 x 1-1/2" x 1/8" HD
FENDER WASHER
3/8-16 STRUT NUT
3/8-16 SS FLANGE NUT
war
LEG STRUT
3/8" BOLT
STRUT NUT
LEG TUBE
FENDER WASHER
PREFERRED TILT LEG ORIENTATION
ACCEPTABLE APPLICATIONS; B
;PACE
ACCEPTABLE TILT LEG ORIENTATION
A vertical leg orientation is acceptable. but DO NOT allow the bottom of the tilt legs for any application to be angled inboard towards the
front of the array.
For xoie inEurs-na—uun on module placement please refer to the SOIARMOUNT installation guide.
Remember to comply with module manufacturer clamping requirements
PHOTOVOLTAIC Swheat
CoMMUtJITY DRVLtONyE�
VED
PV SYSTEM SUMMARY- 8.550 KW CITY NOTES- SITE LOG mvie'�`�PPROecomo"ance
ROOF MOUNT RESIDENTIAL PHOTOVOLTAIC SYSTEM THIS PROJECT COMPLIES WITH THE FOLLOWING:
2012 INTERNATIONAL BUILDING CODE
SYSTEM SIZE (DC) STC: 30 X 285— 8550W DC 2012 INTERNATIONAL MECHANICAL CODE
`'t� ` \
2012 INTERNATIONAL PLUMBING CODE
SYSTEM SIZE (AC) 6000W @ 240VAC 2012 INTERNATIONAL ENERGY CONSERVATION CODE _ Mans Examiner
OuromLady of the
2012 INTERNATIONAL RESIDENTIAL CODE �.o+ n n,,,o„�fof,
MODULES 30 X HANWHA Q -CELL. Q PLUS BFR -G4.1 285, 285W 2012 INTERNATIONAL FIRE CODE one computotionf sholnot beoperma/o ar an oppavot al mry viotmion to
ony of the txovis'ons Of the buildup code or o/mry Cay ordinonces. firmirs
MODULES 2012 INTERNATIONAL FUEL GAS CODE presuming to give outhorO to vi kreoJcametthe p,&,jS,;"M aft A,0V
INVERTER SOLAR EDGE SE6000H-US S111 2017 NATIONAL ELECTRICAL CODE Vi 41si Aw99-ot00rordwnces0A80rStry cAvebe-afip W q
2012 INTERNATIONAL PROPERTY MAINTENANCE CODE o c
ROOF COMPOSITION SHINGLE & ROLLED COMPOSITION AS ADOPTED BY CITY OF WHEAT RIDGE r
4025 Newland Street
TILT 6°, 14° & 23° PITCH f
AZIMUTH 90°, 180' & 270°
St Peter 8 Paul School
RAFTER/TRUSS SIZE 2" X 6" RAFTERS @ 24" O.0 MODULES SHALL BE TESTED, LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN [a
ACCORDANCE WITH UL 1703. THE FIRE CLASSIFICATION SHALL COMPLY WITH TABLE 1�
ATTACHMENT TYPE UNIRAC SFM MICRORAIL & UNIRAC STANDOFF WITH 1505.10F THE INTERNATIONAL BUILDING CODE BASED ON THE TYPE OF CONSTRUCTION 9 z
CHEM CURB AND UNIRAC TILT LEGS OF THE BUILDING. IRC SECTION R902.^ - n
SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED PER IRC SECTION R314 AND Saint Peter and Paul
MAIN SERVICE PANEL EXISTING 100 AMPS MSP WITH 100 AMPS MAIN 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. Rornan Catholic Church U
BREAKER ON END FEED
SITE LOCATION
INTERCONNECTION LINE SIDE TAP
OCPD RATING 35 AMPS
HOUSE AERIAL VIEW'
STRINGING 1 STRING WITH 16 MODULES AND 1 STRING WITH 14 INSTALLATION NOTES' -
MODULES IN SERIES IN EACH STRING ;� R
UTILITY XCEL ENERGY THE PV BREAKER SHALL NOT EXCEED 120% OF THE ALLOWABLE BACK FEED OF THE MAIN
SERVICE BUSS RATING. ry
PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS
TABLE OF CONTENTS
PV -1
SITE LOCATION AND HOUSE AERIAL VIEW
PV -2
SITE PLAN
PV -2A
ROOF PLAN WITH MODULES LAYOUT
PV -3
ELECTRICAL LINE DIAGRAM
PV -4
EXISTING SERVICE PANEL
PV -5
ROOF MOUNTING DETAILS, ELEC. CALCULATION &
MATERIAL LIST
PV -6
LABELS
PV -7
OPTIMIZER CHART
INVERTERS.
INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK.
i
EMT CONDUITS ARE ATTACHED TO THE ROOF USING PRESSURE TREATED WOOD IN CASE
OF COMPOSITE ROOF OR COUNDUIT HANGERS IN CASE OF CONCRETE ROOF
MODULE LOCATION
CLIENT REVISIONS TITLE SHEET.
freedom EC.0101397 SCHUMACHER, MAUREEN DESCRIPTION DATE REVISION DATE 08/14/2019
LLC WHEAT RIDGE, CO 80033 BY
o a r v E F 4025 NEWLAND ST, DESIGN GREG SITE LOCATION AND PV -1
FREEDOM FOR(720) 422-6551 HOUSE AERIAL VIEW
43445 Business Park Dr Suite 110, Temecula, CA 92590 JOB ID. F033571
Tel: (800) 385-1075
ROOF AREA . 2552.47 SQ FT
ti -
rrcur
(E) AIN BILLIN
(E) MAIN SERVICE
35-6"
CLIENT REVISIONS TITLE. SHEET
freedom EC 0101397 SCHUMACHER, MAUREEN DATE 08/14/2019
DESCRIPTION DATE REVISION
4025 NEWLAND ST, DESIGN
FREEDOM FOREVER LLC WHEAT RIDGE, CO 80033 BY GREG SITE PLAN PV -2
43445 Business Park Dr Suite 110, Temecula, CA 92590 (720) 422-6551
Tel: (800) 385-1075 JOB ID. F033571
WIND SPEED: 105mph
SNOW LOAD: 30psf
EXPOSURE:B
(N) 30 HANWHA
BFR -G4.1 285.
n inn nI111 —n i Ar5r 1—n rneT
/A I\ Ar' M1 Q r' r%K I A I C!`T
LEGEND
Module
(Root Zones)
®
ianc t
Q
ROOF AREA STATEMENT
Zore 3
ROOF
MODULES
QTY
PITCH
ROOF
PITCH
AZIMUTH
ROOF AREA
ARRAY AREA
1
5
23°
23°
90°
252.85 SQ FT
91.70 SQ FT
2
5
23°
23°
180°
248.38 SQ FT
90.69 SQ FT
3
11
23°
23°
270°
457.92 SQ FT
199.64 SQ FT
4
5
6°
0°
180°
514.65 SQ FT
91.70 SQ FT
5
4
14°
14°
90°
163.55 SQ FT
72.17 SQ FT
WIND SPEED: 105mph
SNOW LOAD: 30psf
EXPOSURE:B
(N) 30 HANWHA
BFR -G4.1 285.
n inn nI111 —n i Ar5r 1—n rneT
/A I\ Ar' M1 Q r' r%K I A I C!`T
LEGEND
Module
(Root Zones)
®
ianc t
Q
tare 2
Zore 3
SFM Components
0
3' Miuordii
p�
9' 51'M SDIICe
o' Attachetl
Splice
SFM Trim
Anachmen;
;PJ Tnm Univ
Clip
Fill Trim Section
-
Cu. Trim SeCCIan
4
(E) MAIN SERV
(N) PRODUCTI(
(N) AC DIS
(N) SOLAR EDGE SE6000H-US S11]
3Q (N) JUNC
r005w6U164
�'cFn_ CIVIC .c\�,G
Exp. 10/31/2021
Structural(
ATTACHMENT POINTS @ 48" O.0
STANDC
ATTACHMENTS WI
TILT LEGS (FLAT ROC
FIRE SETBACKS N
REQUIRED PER CI
R324.6 EXCEPTION
SEE PV -6 F(
ATTACHMENT DETAIL
eie°mcaic°�,acm'Nc CLIENT.
freedom EC.0101397
F O R F V E R
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
REVISIONS
DESCRIPTION
LEGEND:
zATTIC VENT
O PIPE VENT
5S
O.0 (TYP.)
NOTE:
rJ EMT CONDUIT SUPPORTED BY PIPE
HANGERS 12" TO 18" AWAY FROM ROOF
EDGE
O ATTACH CLAMP AT 25% FROM EDGE AND
50% FROM CENTER OF MODULES
30 JUNCTION BOX MOUNTED TO THE RAIL
ROOF 1 ATTACHMENT LAYOUT
ROOF PLAN WITH MODULES LAY
SCALE: 1/8" = V-0"
DATE I 08/14/2019
DATE REVISION
DESIGN
BY GREG
JOB ID. I F033571
TITLE.
ROOF PLAN WITH
MODULES LAYOUT
..0
SHEET 1
SHEET
PV -2A
TOTAL DC kW: 8.550 kW
TOTAL AC kW: 6.000 kW
SOLAREDGE
P320 POWER
OPTIMIZERS
SOLAREDGE
P320 POWER
OPTIMIZERS
STRING -1
16 HANWHA Q -CELL. Q PLUS
BFR -G4.1 285, 285W MODULES
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
STRING -2
14 HANWHA Q -CELL. Q PLUS
BFR -G4.1 285,285W MODULES
U_LL�� ---
I
I
L- - - - - - - - - - - - - -
2 - #10 AWG, PV WIRE
1 - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT
CONDUIT
PV INTERACTIVE SYSTEM
4 - #10 AWG, THWN-2
1 - #8 EGC, THWN-2
IN 3/4" OR LARGER EMT CONDUIT
(N) INVERTER
SOLAR EDGE
SE6000H-US S11]
AC//—RAPID
2 - #10 AWG, PV WIRESHUTDOWN
DC SWITCH
JUNCTION 1
BOX \\
– – – – – – – ---
IIII
I
I
I
3 - #6 AWG. THWN-2
1 - #8 EGC. THWN-2
IN 3/4" OR LARGER EMT CONDUIT
(N) 60A, NON
-FUSED AC
DISCONNECT
SQUARE D
DU222RB
LOCKABLE
KNIFE BLADE
SWITCH WITH
VISIBLE OPEN
NOTES:
- PV PRODUCTION METER SHALL BE LOCATED 10 FEET WITHIN THE MAIN BILLING METER
- "PHOTOVOLTAIC SYSTEM CONNECTED" YELLOW WITH BLACK LETTERING PLACARD TO BE
LOCATED ON MAIN BILLING METER
- "PV AC DISCONNECT" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON AC
DISCONNECT
STEEL
PRODUCTION
METER.120/240V
3 -WIRE, IN
COMPLIANCE WITH
SECTION 4.11 OF
THE XCEL ENERGY
STANDARD
4_.14.4 METER SOCKET
IDENTIFICATION
PV PROD 4025
LINE SIDE TAP __\
USING UL LISTED (E) UTILITY
TAP CONNECTORS METER
(E) 100A / 2P MAIN
BREAKER
(END FED)
(N) 60A,
FUSED AC
DISCONNECT
WITH 35A
FUSES
SQUARE D
DU222NRB
LOCKABLE
KNIFE BLADE
SWITCH WITH
VISIBLE OPEN
�e�
I
I
I
L -----------
(E) 100A MAIN
SERVICE PANEL
�4
c
� o
11ANUYHA Q -CELL OPEN CIRCUIT VOLTAGE (Voc) : 39.22V -a- O
Q PLUS BFR -G4.1 MAX. POWER VOLTAGE (Vmp) : 31.NV L ,cQ
�$5 y$SW SHORT CIRCUIT CURRENT (Isc) : 9,46A ?
MODULES MAX. POWER CURRENT IImp) : 8.91A
FTC RATING: 261.4W
IF YOU CAN NOT VISUALLY SEE TO CONFIRM A LIFER IS CONNECTED
MAX. DC INPUT VOLTAGE: 480V PROPERLY, SUPPLY A NEW GROUND ROD.. 250.53(A)(2) & (3)
SOLAR EDGE
MAX. AC OUTPUT VOLTAGE RANGE: 2VERIFY COLD WATER BOND
11-24CV NOTES: RESISTANCE OF ELECTRODES:
-
SE6000H-US SII] MAX_ AC OUTPUT CURRENT: 25A THERE SHALL BE TWO GROUND RODS SEPARATED BY SIX FEET OR
MAX. AC POWER OUPUT : 60DDw - COLD WATER BOND TO GAS PIPE ON MORE, OR PROVIDE A CERTIFIED TEST SHOWING THAT THE
EFFICIENCY: 99% CUSTOMER SIDE OF GAS METER RESIDENCE TO GROUND IS 25 OHMS OR LESS W/ (1) 6 BARE COPPER.
GROUND ROD TO BE USED IS $" X 8' COPPER BONDED GROUND ROD.
E1e=i^=a1co^t'a= rN= CLIENT REVISIONS TITLE SHEET
EC.0101397 SCHUMACHER, MAUREEN DATE 08/14/2019
freedom DESCRIPTION DATE REVISION
ELECTRICAL
FREEDOM FOREVER LLC 4025 RIDGE,NEWLAD S0 DESIGN GREG LINE DIAGRAM PV -3
WHEAT RIDGE, CO 80033
43445 Business Park Dr Suite 110, Temecula, CA 92590 (720) 422-6551
Tel: (800) 385-1075 Boa ID. F033571
TOTAL DC kW: 8.550 kW
TOTAL AC kW: 6.000 kW
SOLAREDGE
P320 POWER
OPTIMIZERS
SOLAREDGE
P320 POWER
OPTIMIZERS
STRING -1
16 HANWHA Q -CELL. Q PLUS
BFR -G4.1 285, 285W MODULES
STRING -2
14 HANWHA Q -CELL. Q PLUS
BFR -G4.1 285, 285W MODULES
JUNCTION
BOX
2 - #10 AWG, PV WIRE
1 - #6 AWG IN FREE AIR OR
#8 AWG MUST BE IN EMT
CONDUIT
HANWHA Q -CELL
OPEN: CIRCUIT VOLTAGE (Voc) :
39.22V
Q PLUS 6FR-G4.1
MAX. POWER VOLTAGE (Vmp) :
31.99V
X85 '85W
SHORT CIRCUIT CURRENT (Isc) :
9.48A
MAX. POWER CURRENT (imp):
8.91A
MODULES
PTC RATING:
261 AW
CLIENT
freedom EC.0101397
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
PV INTERACTIVE SYSTEM
NOTES:
- PV PRODUCTION METER SHALL BE LOCATED 10 FEET WITHIN THE MAIN BILLING METER
- "PHOTOVOLTAIC SYSTEM CONNECTED" YELLOW WITH BLACK LETTERING PLACARD TO BE
LOCATED ON MAIN BILLING METER
- "PV AC DISCONNECT" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON AC
DISCONNECT
LINE SIDE TAP
USING UL LISTED
TAP CONNECTORS
(E) UTILITY
METER
4 - #10 AWG, THWN-2
MAX. DC INPUT VOLTAGE:
480V
SOLAR EDGE
MAX. AC OUTPUT VOLTAGE RANGE :
211-240V
SE6000H-US SI1]
MAX_ AC OUTPUT CURRENT :
25A
MAX. AC POWER OUPU T
6000W
EFFICIENCY:
1 99%
CLIENT
freedom EC.0101397
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
PV INTERACTIVE SYSTEM
NOTES:
- PV PRODUCTION METER SHALL BE LOCATED 10 FEET WITHIN THE MAIN BILLING METER
- "PHOTOVOLTAIC SYSTEM CONNECTED" YELLOW WITH BLACK LETTERING PLACARD TO BE
LOCATED ON MAIN BILLING METER
- "PV AC DISCONNECT" YELLOW WITH BLACK LETTERING PLACARD TO BE LOCATED ON AC
DISCONNECT
LINE SIDE TAP
USING UL LISTED
TAP CONNECTORS
(E) UTILITY
METER
4 - #10 AWG, THWN-2
(E) 100A / 2P MAIN
1 - #8 EGC. THWN-2
BREAKER
IN 3/4" OR LARGER EMT
CONDUIT
(N) 60A, (END FED)
FUSED AC
UM
(N) 60A, NON
DISCONNECT
-FUSED AC
STEEL
WITH 35A
(N) INVERTER
DISCONNECT
PRODUCTION
FUSES
SOLAR EDGE
SQUARE D
METER,120/240V
SQUARE D
SE6000H-US S11]
DU222RB
3 -WIRE, IN
DU222NRB
•
•
RAPID LOCKABLE
COMPLIANCE WITH
LOCKABLE
2 - #10 AWG, PV WIRE
SHUTDOWN KNIFE BLADE
SECTION 4.11 OF
KNIFE BLADE
SWITCH SWITCH WITH
THE XCEL ENERGY
SWITCH WITH
'
*AC
VISIBLE OPEN
STANDARD
VISIBLE OPEN
•�
o
o
•
3 - #6 AWG. THWN-2
1 - #8 EGC. THWN-2
IN 3/4" OR LARGER EMT CONDUIT
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
4.14.4 METER SOCKET
IDENTIFICATION
PV PROD 4025
NOTES:
VERIFY COLD WATER BOND
COLD WATER BOND TO GAS PIPE ON
CUSTOMER SIDE OF GAS METER
REVISIONS.
DESCRIPTION I DATE I REVISION
(E) 100A MAIN
SERVICE PANEL
G1*y °
°`d9e
Cy'��7`
IF YOU CAN NOT VISUALLY SEE TO CONFIRM A FER IS CONNECTED
PROPERLY, SUPPLY ANEW GROUND ROD.. 250. ( 2) & (3)
RESISTANCE OF ELECTRODES:
THERE SHALL BE TWO GROUND RODS SEPARATED BY SIX FEET OR
MORE, OR PROVIDE A CERTIFIED TEST SHOWING THAT THE
RESIDENCE TO GROUND IS 25 OHMS OR LESS W/ (1) 6 BARE COPPER.
GROUND ROD TO BE USED IS 8" X 8' COPPER BONDED GROUND ROD
TITLE
DATE 108/14/2019
DESIGN GREG ELECTRICAL
BY LINE DIAGRAM
JOB ID. IF033571
SHEET.
PV -3A
General Notes
1. (30) HANWHA Q -CELL. Q PLUS BFR -G4.1 285, 285W MODULES wired and listed to UL1703 standards
2. SOLAR EDGE SE6000H-US S11] Inverter with integrated DC Disconnect and Arc Fault Protection. Attached with
system electrical specifications and ground fault protected & listed to UL1741 standards.
3. Photovoltaic system ground will be tied into existing ground at main service from DC Disconnect/Inverter as per 2017
NEC Sec. 250.166(A). "The Grounding Electrode Conductor shall not be smaller than the neutral conductor and not
smaller than 8AWG copper."
4. Equipment operating 150 volts or greater shall only be serviced or replaced by qualified personnel. Field protection may
be in the form of conduit, closed cabinet or an enclosure which requires use of tools to open.
5. Solar Photovoltaic System equipment will be installed in accordance with requirements of Art. 690 of the NEC 2017.
6. Minimum height of conduit above roof to match temperature derating factor.
7. Photovoltaic DC conductors entering the building shall be installed in metallic raceway and shall be identified every 10
feet -- and within 1 foot above and below penetrations of roof/ceiling assemblies: walls, or barriers -- with minimum
3/8 -inch -high white lettering on red background reading:"WARNING: PHOTOVOLTAIC POWER SOURCE"
8. System Grounding Electrode conductor for PV system to be sized to meet the requirements of NEC 2017 table 250.66,
not smaller than #8 CU AWG."
9. If the existing main service panel does not have a ground rod or ufer, it is the pv contractors responsibility install one.
10. Smoke alarms and carbon monoxide detectors will meet the necessary requirements per IRC R314, R315
11. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM.
12.Terminals of the disconnecting means may be energized in the open position.
13. A signage labeled "SOLAR LOADS ONLY" is to be installed on dedicated solar sub panel to be used for PV only.
14. Solaredge inverters are listed to UL1741 and UL1699B standards.
15. Solaredge Optimizers are listed to IEC62109-1 (class II safety) and UL1741 standards.
G
16. PV system is using continuous grounding method with #6 bare copper wire.
17. Conduit and conductor specifications are based on minimum code requirements and are not meant to limit up-sizing
as required by field conditions
411
El,,!" 51 C,--- N, CLIENT REVISIONS DESCRIPTION DATE REVISION TITLE SHEET
freedom EC.0101397 SCHUMACHER, MAUREEN DATE 08/14/2019
4025 NEWLAND ST,DESIGN GREG ELECTRICAL PV -3B
FREEDOM FOREVER LLC WHEAT RIDGE, CO 80033 BY NOTES
43445 Business Park Dr Suite 110, Temecula, CA 92590 (720) 422-6551
Tel: (800) 385-1075 JOB ID.. F033571
ELECTRICAL CALCULATIONS
BACKFEED BREAKER SIZING
MAX. CONTINUOUS OUTPUT 25A @ 240V
25 X 1.25 = 31.25AMPS . 35A FUSES- OK
DE -RATED AMPACITY OF 6 AWG CONDUCTOR @ 0.96
TEMPERATURE CORRECTION
75 X 0.96 = 72.00 AMPS - OK
MATERIAL LIST
QTY
EQUIPMENT
DESCRIPTION
HANWHA Q -CELL.
OPEN CIRCUIT VOLTAGE (Voc) :
39.22V
Q PLUS BFR -G4.1
MAX. POWER VOLTAGE (Vmp) :
31.99V
30
SHORT CIRCUIT CURRENT (Isc) :
9.46A
285 285W
MAX. POWER CURRENT (Imp) :
8.91A
MODULES
PTC RATING:
261 AW
MAX. DC INPUT VOLTAGE:
480V
SOLAR EDGE
MAX. AC OUTPUT VOLTAGE RANGE:
211-240V
1
SE6000H-US S11]
MAX. AC OUTPUT CURRENT:
25A
MAX. AC POWER OUPUT :
6000W
EFFICIENCY:
99%
1
JUNCTION BOX
600VDC, NEMA 3R, UL LISTED
2
AC DISCONNECT
240VAC, 60A, NEMA 3R. UL LISTED
PRODUCTION
1
METER
STEEL PRODUCTION METER
UNIRAC STANDOFF WITH CHEM
11
ATTACHMENTS
CURB & TILT KIT
420
RAIL
UNIRAC LIGHTRAIL
140'
CONDUIT
3/4" OR LARGER EMT CONDUIT
PART
NUMBER PART TYPE DESCRIPTION QUANnTY
10906D T-, Scd x S=MTP.IM SFUCE DRI( 9
_30332R r' ;?a 31 SFV MICRO RAIL 3 32WA 38
_30932R ,: SFY, ATT SPLICE 9 32MM 4
3013'R !: i ••=:e Sli a •- SPV SPLICE 9 32MM .2
00—'! DOD Ro_lAoeo—ne•i: FLASHF:ITSrVTRIMCOMP DARK 25
:=0332R T•,m SFM TRIMRA1L EE 32MM DRK '5
008009P GrountRng 1c g 1LSCO LAY IN LUG IGBL4DRTI C*4 Ot 4
wh
eat Ridge
004070D Fasting FLASHF:IT SF41 SLIDER COR1P 42
DARK ltding CT`' 3STOo
0080155 N 5 Wee CI P WIRE 5ND CLIP
E'ecn„eai C°°"a<',� N° CLIENT. REVISIONS: TITLE. SHEET.
freedom EC.0101397 SCHUMACHER, MAUREEN DESCRIPTION DATE REVISION DATE 08/14/2019 ROOF MOUNTING
F c R I V E R 4025 NEWLAND ST, DESIGN GREG DETAILS, ELEC. PV -5
FREEDOM FOREVER LLC WHEAT RIDGE, CO 80033 BY
(720) 422-6551 CALCULATION &
43445 Business Park Dr Suite 110, Temecula, CA 92590 JOB ID. F033571 MATERIAL LIST
Tel: (800) 385-1075
Photovoltaic Panel Mounting Detail (Unirac SFM Microrail)
Photovoltaic Panel Mounting Detail (Chem Curb)
Scale: NTS
I Scale: NTS
SFM MICRORAIL
M-1 Structural Sealant
SFM TRIMRAIL
Along Pipe
PV MODULE
PV MODULE
SFM SLIDER AND
Minimum 1" Between
TRIM RAIL ROOF
Pipes & Chemcurb
ATTACHMENT
I ROOF / DECK MEMBRANE
2. 5
7.5 or 5.0
1- PART Pourable
Sealer
s ROOF DECK /
or
_ MEMBRANE
PRO PACK
______ _ _ _
2.5' MIN. EMBED.
_
UNIRAC
Chem Curb 2.0
Above
1 Q
Penetration
Pourable Sealer
FLASHING
SLIDERS
5/16" STAINLESS
IZ
FLASHING
STEEL LAG BOLT OR
5/16" STAINLESS STEEL LAG
2.0
STRUCTURAL SCREW
BOLT OR STRUCTURAL
WITH 2-1/2" MIN.
SCREW WITH 2-1/2" MIN.
Roof Surface
EMBEDMENT AND
EMBEDMENT AND FLAT
FLAT WASHER
WASHER
Minimum 1"
Between Pipes
BUILDING STRUCTURE
BUILDING STRUCTURE
M-1 Structural Sealant M-1 Structural Sealant
Photovoltaic Panel Mounting Detail (Comp. Shingle)
Photovoltaic Panel Mounting
Detail (Rolled Comp)
Scale: NTS
Scale: NTS
UNIRAC SUNFRAME
UNIRAC LIGHT RAIL
PV MODULE
TRIMRAIL
UNIRAC TILT LEG KIT
PV MODULES
V-6"
UNIRAC STANDOFF
UNIRAC L -FOOT
5°
Structural only
ROOF
MEMBRANE
UNIRAC SUNFRAME
LICF2
SLIDER
O�00
MWu4fil cf'�O
�0�
2" X 6" RAFTERS @ 24" O.0
0056164
2" X 6" RAFTERS @
24" O.0
�4,c CMV ���'
F`ss�ONALE
CHEM CURB
5/16"0, 3.5" LENGTH LAG SCREW
MINIMUM 2.5" EMBEDMENT
o41
WITH SEALANT
Exp. 10/31/2021
h `-'e0"111C rr ,,"•°
CLIENT
REVISIONS
TITLE
SHEET
EC.0101397
freed
SCHUMACHER
MAUREEN
DATE
08/14/2019
DESCRIPTION DATE REVISION
'
FLAT ROOF
4025 NEWLAND ST,
DESIGN
GREG
MOUNTING
PV -6
FREEDOM FOREVER LLC
WHEAT RIDGE, CO 80033
(720) 422 6551
DETAILS
43445 Business Park Dr Suite 110, Temecula, CA 92590
JOB ID
F033571
Tele (800) 385-1075
"WARNING"
INVERTER OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
(UNLESS BUSBAR IS FULLY RATED)
705.12(D)(2)
PHOTOVOLTAIC SYSTEM,
EQUIPPED WITH RAPID SHUTDOWN
690.12
"WARNING"
ELECTRIC SHOCK HAZARD. THE DC
CONDUCTORS OF THIS PHOTOVOLTAIC
SYSTEM ARE UNGROUNDED AND MAY
BE ENERGIZED.
690.35(F)
ARRAY
J/B
NEC 690.31(G)(3) & (4), IRC R324.7
"WARNING"
PHOTOVOLTIC POWER SOURCE
EVERY 10' ON COUNDUIT AND ENCLOSURES
freedom EC.0101397
F C F E F E
FREEDOM FOREVER LLC
43445 Business Park Dr Suite 110, Temecula, CA 92590
Tel: (800) 385-1075
4
0
C
w
LU
LU
Z
DC
CLIENT
"WARNING"
DUAL POWER SOURCES
SECOND SOURCE IS PHOTO- VOLTAIC SYSTEM
RATED AC OUTPUT CURRENT - 25 AMPS
AC NORMAL OPERATING VOLTAGE - 240 VOLTS
690.54
PV SYSTEM AC DISCONNECT
RATED AC OUTPUT CURRENT - 25 AMPS
AC NORMAL OPERATING VOLTAGE - 240 VOLTS
690.14, 690.15, 690.54
"WARNING"
ELECTRIC SHOCK HAZARD
IF A GROUND- FAULT IS INDICATED,
NORMALLY GROUNDED CONDUCTORS MAY
BE UNGROUNDED AND ENERGIZED.
690.5(C)
DIRECT CURRENT
PHOTOVOLTAIC POWER SOURCE
MAXIMUM VOLTAGE - 240 VDC
MAX CIRCUIT CURRENT - 25 AMPS
"WARNING"
ELECTRIC SHOCK HAZARD.
DO NOT TOUCH TERMINALS. TERMINALS ON
BOTH LINE AND LOAD SIDES MAY BE
ENERGIZED IN THE OPEN POSITION.
690.17
PV SYSTEM DC DISCONNECT
OPERATING CURRENT: 22.50A
OPERATING VOLTAGE: 380.00V
SHORT-CIRCUIT CURRENT: 30.00A
MAX SYSTEM VOLTAGE: 480.00V
690.14(CO(2)), 690.15, 690.53
SCHUMACHER, MAUREEN
4025 NEWLAND ST,
WHEAT RIDGE, CO 80033
(720) 422-6551
�Ce-11119d;1
1. NEC ARTICLES 690 AND 705 AND IRC SECTION R324 MARKINGS SHOWN HEREON
2. ALL MARKING SHALL CONSIST OF THE FOLLOWING:
A. UV RESISTANT SING MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR
ELECTRO -PLATING
B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK
C. ARIAL FONT
3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED
4. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT POP -RIVETS OR SCREWS.
CAUTION:
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN.
DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES
AC DISCONNECT
AC
F �_
0
0
METER O
MAIN SERVICE PANEL
o
PRODUCTION METER Z
Q
� J
AC DISCONNECT O O
INVERTER EQUIPPED WITHW
< O z
RAPID SHUTDOWN 'B
JUNCTION BOX O
City of
30 PV MODULE
® „'heat Ridge
u ding giv\on
6X8" TYP - NEC 705.10
REVISIONS
DESCRIPTION DATE I REVISION
TITLE
DATE 08/14/2019
DESIGN GREG
BY LABELS
JOB ID. F033571
SHEET.
PV -7
1-10 11-20 21-30 31-40 41-50 51-60
1
2
3
M
5
L
7
•
1,
NJ
10
4
SOLAREDGE OPTIMIZER CHART
t,
E1eCfca1Co"tai rr o CLIENT REVISIONS TITLE SHEET.
freedom EC.0101397 SCHUMACHER, MAUREEN DATE 08/14/2019
DESCRIPTION DATE REVISION
4025 NEWLAND ST, DESIGN GREG OPTIMIZER PV -8
FREEDOM FOREVER LLC WHEAT RIDGE, CO 80033 BY CHART
43445 Business Park Dr Suite 110, Temecula; CA 92590 (720) 422-6551
Tel: (800) 385-1075 JOB ID F033571
The new high-performance module .?.r LjS BFR -64. i is the ideal solution
for all applications thanks to its innovative cell technology Q.ANTUM. The
world -record cell design was developed to achieve the best performance
under real conditions - even with low radiation intensity and on clear,
hot summer days.
•�
LOW ELECTRICITY GENERATION COSTS
Higher yield per surface area and lower BOS costs thanks to
280
higher power classes and an efficiency rate of up to 17.7%.
290
INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent low -light
and temperature behavior.
1
ENDURING HIGH PERFORMANCE
Long-term yield security with Anti -PID Technology',
285
Hot -Spot -Protect and Traceable Quality Tra.QTM
Short Circuit Current*
EXTREME WEATHER RATING
9.41
High-tech aluminum alloy frame, certified for high snow
9.52
(5400Pa) and wind loads (4000Pa) regarding IEC.
�1•
MAXIMUM COST REDUCTIONS
39.22
Up to 10% lower logistics costs due to higher module
E
capacity per box.
A RELIABLE INVESTMENT
O
Inclusive 12 -year product warranty and 25 -year
I,„„ [A]
linear performance guarantee 2.
THE IDEAL SOLUTION FOR:
Rooftop arrays on Rooftop arrays on
13resident lal buildings •'y commercial/ industrial
buildings
Engineered in Germany
Quality Tested
� °eg.amno�
ID.40032587
CELLS
PhnTnn
a CELLS
Best polycrystalline
lar m°tlule 2014
2 235
,•rmw.. ,
APT test conditions: Cells at -1500V
against grounded, with conductive me-
tal foil covered module surface, 25°C,
168h
a See data sheet on rear for further
information.
OCELLS
MECHANICAL SPECIFICATION
Format 65.7 in x 39.4 in x 1.26 in (including frame) "0'".� uylroemTl
(1670mm x 1000mm x 32mm)
Weight 41.451bs(18.8kg) s.a r.,.•,o.,+„<,,.", '
Front Cover 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology o-,,,,,,,,,,,
Back Cover Composite film
Frame Black anodized aluminum ,Q,,, �'•-,
Cell 6 x 10 Q.ANTUM solar cells
Junction box 3.54-4.33 in x 2.99-3.03 in x 0.59-0.75 in (90-110 x 76-77 x 15-19ril
Protection class IP67, with bypass diodes r.... "'•
Cable 4 mm2 Solar cable; (+) x39.37 ,n (1000mrr), (-)> 39.37 in (1000--m)
Connector MC4,IP68 ,,,,,-„TI��--To.>b-,s.s.d
POWER CLASS
280
285
290
MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC" (POWER TOLERANCE +5 W / -0 W)
Power at MPP2
PM,r [W]
280
285
290
Short Circuit Current*
Isc [A)
9.41
9.46
9.52
e Open Circuit Voltage*
Vac IV]
38.97
39.22
39.48
E
Current at MPP*
I,„„ [A]
8.84
8.91
8.98
Voltage at MPP*
Vi- IV]
31.67
31.99
32.29
Efficiency'
rl [%]
z 16.8
z 1 /.1
z 17.4
MINIMUM PERFORMANCE AT NORMAL
OPERATING CONDITIONS, NOC'
Power at MPP2
Pun [W]
207.0
210.7
214.4
e Short Circuit Current*
Ise [A]
7.58
7.63
7.68
Open Circuit Voltage*
Vac [V]
36.37
36.61
36.84
Current at MPP•
I„n [A]
6.93
6.99
7.05
Voltage at MPP*
VNrr [V]
29.87
30.15
30.42
'l000Wym2, 25`C, spectrum AM 1.5G
' Measurement tolerances STC z3%; NOC s5% 3800W/m2. NOCT, spectrum AM 1.5G
'typical values, actual values may differ
O CELLS PERFORMANCE WARRANTY
PERFORMANCE AT LOW IRRADIANCE
"I IAt least 97 % 01 nominal power during `rst year.
Thereafter max. 0.6% degradation per year.
At least 92%of nominal power up tD 10 years.
At least 83 % of nominal power up to 25 years.
s i0 ,� s YEFPS
.•n M;�a.,�� w. n:°zo,a,:::"gin*.,•., m,ai
All data within measurement tolerances.
Full warranties in accordance with the warranty
terms of the Q CELLS sales organisation of your
respective country.
W 000 b0 600 x00 rOW
IRRADIANCE tw/m'I
Typical module performance under low irradiance conditions in
comparison to STC conditions (25 •C, 1000 W/m2).
TEMPERATURE COEFFICIENTS
Temperature Coefficient of Isc a 1%/KI +0.04 Temperature Coefficient of Vac P [%/K1 -0.29
Temperature Coefficient of Pur. V 1%/K1 -0.40 Normal Operating Cell Temperature NOCT [°F] 113 t 5.4 (45 t 3'C)
PROPERTIES FOR SYSTEM DESIGN
Maximum System Voltage Vsys [V] 1000 (IEC) / 1000 (UL) Safety Class II
Maximum Series Fuse Rating (A DC1 20 Fire Rating C (IEC) / TYPE 1 (U L)
Design load, push (UL)2 [Ibs/h2] 75 (3600 Pa) Permitted module temperature -407 up to +185'F
on continuous duty (-40'C up to +850C)
Design load, pull (UUa [Ibs/ft2] 55.6 (2666 Pa) 2 see installation manual
QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION
UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet 32
IEC 61215 (Ed.2); IEC 61730 (Ed. 1) application class A
Number of Pallets per 53' Container 30
C Number of Pallets per 40' Container 26
DUE C�P�
c a., . us Pallet Dimensions (L x W x H) 68.7iq x 45.3 in x 46.1 in
UZ6_41150 x 1170mm)
as„•,I Pallet Weight til1A43A54bs (651 kg)
NOTE: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on app`�Wh3tallation and use
of this product. C
Hanwha 0 CELLS America Inc.
300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB-cl-cells.us Q
�V\\ wl
/ Single Phase Inverter
with HD -Wave Technology for North America
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/
Single Phase Inverter SE760OH-US / SE10000H-US / SE11400H-US
,0O
• OUTPUT
with HD—Wave T — _ 3800 @ 240V 6000 @ 240V 11400 @ 240V Rated FC Powe, Oulput — 3000 5000 ?600 VA
3300 @ 208V 5000 @ 208V ^,` ^ 10000 @ 208V
Maximum AC Power Output 30(x1 3800 @ 240V 5000 6000 @ 240V 7� 100W 11400 @ 240V VA
for North America 3300@208V 5000@208v -- ocoo@zo8v
AC Output Vor•,age Min -Nom -Max � � � � Vac
SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / "iAC AC 24OutnutVVoltolt,___ _- -- - - -
age Min -No-Nom-Max � � � Vac
SE7600H-US / SE1000OH-US / SE1140OH-US AC Frequency -- - -- -- 1
-- ------ --
AC Frequency (NommaO -_ -- 59.3 - 60 - 60.5r Hz
Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A
Current@o240V-- ------ -
YEAR
OSdWMM ,r _JiD- Maximum Continuous Output 16 24 -- — 48.5 A
Current @208V
GFr' . -. ;hold ____ _ __ 1 A
�tonrg ISland'ng
0 solarnmrv HD . O country Configuraole Yes
INPUT
Lt Max mum DC Power @240V 4650 5900 7750 9300 11800 15500 7650 W
Max mum DC Power @208V - 5100 - 7750 - - 15500 W
Ransfomter-'ess Ungrounded Yes
V,7i� mum Input Voltage 480 Vdc
., •_a1 PC Input Voltage 360 400 Vdc
i Current @240V 8.5 10.5 13.5 1U 20 27 30.5 Adc
Current @208V' - 5 - 13.5 27 Adc
–0 ti- - Max input Slturt Circuit Current 45 Adc
0 4M Reverse- Polar -ty Protection - - _ Yes
0 1124 — Ground Fault isolation Detection 600KO SenSdnity
Mazimurr. inverter Efficiency 55 99.2 %
CEC Weighted Efk,ency 99 93 @ ?40V %
is 1 52.5 @ 208V
0 Nighttime Power Consumption < 2.5 \v
W W ADDITIONAL FEATURES
Suppo, ter.; •i run �_dha• t2S485, Etheme4 ZigBee (optiona'), Cellular (optional)
Revenue Grade Data. ANSI lc , •- Optionalu'
Optimized installation with HD -Wave technology
/ Specifically designed to work with / Extremely small
power optimizers
/ Record-breaking efficiency / Built-in module -level monitoring
/ Fixed voltage inverter for longer strings 1 Outdoor and indoor installation
/ Integrated arc fault protection and rapid shutdown for ) Optional: Revenue grade data, ANSI C12.20
NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5% accuracy)
/ UL1741 SA certified, for CPUC Rule 21 grid
compliance
Rap d Sh❑:down NEC 2014 and
STANDARD COMPLIANCE
Automatic Rapid Shutdown upon AC Grid D,sconnect
UL1741, UL1741 SA, U1.169913, CSA C22.2, Canadian AFCI according to T.Lt M-07
IEEE154I, Rule 21, Rule 14 (HI)
FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
Range
'/4' minimom / 14-6 AWG 3/4' minimum /144 AWG
DC Input Conduit Si <- - 35
AWG Range
3/4' minimum /1 2 strings / 14 6 AWG
3/4' minimum / 1 3 stings/14 6 AWG
Dimensions wah Safety Swdo n
N
17.7 x 14.6 x 6-8 / 450 x 370 x 174
37 85
213 x 14.6 x ?(j 0 -2f
in /
Weigh! with Safety Switch
22110 251.111A 26.2/11.9
38.8/17,0' Seo
Ib / kg
Nolte
< 25
<50 ��
dBA
Cooling
Natural Convection
Operating Temperature Range
40 to +140 / 25 to t 6a' ( 40T / -40'C option)6'
Protel-Don Rating
NEMA 4x (Irrjerter with Safety Switch)
rrn o l e req -,hat x c ) o -e.+ c ,x.' %DDWEdge support
C _ ? r�� r r 1, Ix 1rn :m�prter will limit its Stipa; current t0 ae v2lues 5:dt20
•'�pNNC2
solaredge.com , • n//wwwsda�rgecomts,es/detaultlecse-tem�eralum-oeranng-n^c-^.apdt
S:>: a,Edrye Tttnrglogres Inc T.
Ail tights reserved SOLAREDGE tllt SdarEdge 4ogo OPTIMIZED BV SOLAREDGE arc tradem°atki w "dared trademarks of SolarEdye TtchnologK Inc AH
other trademarks menvoned herein are trademarksd thNr reipedive owners Date 12/2018MI/ENG NAM. Su0)ect to d-Ve rdthout notke.
RoHS
Power Optimizer
For North America
P320 / P340 / P370 / P400 / P405 / P505
25
YEAR
WARRANTY
1 1 �
PV power optimization at the module -level
/ Specifically designed to work with SolarEdge
inverters
/ Up to 25% more energy
/ Superior efficiency (99.5%)
t Mitigates all types of module mismatch losses,
from manufacturing tolerance to partial
shading
/ Flexible system design for maximum space
utilization
solaredge.com
Wj
I Fast installation with a single bolt
I Next generation maintenance with module -
level monitoring
I Meets NEC requirements for arc fault
protection (AFCI) and Photovoltaic Rapid
Shutdown System (PVRSS)
I Module -level voltage shutdown for installer
and firefighter safety
solar -.• za
/ Power Optimizer
For North America
P320 / P340 / P370 / P400 / P405 / P505
INPUT
Rated Input DC PoweF" 320
340 370 400 405
--
SOS
W
Absolute Maximum Input
voltage
48 60
80 ! 1252
630
Vdc
(Voc at lowest temperature)
2 -8 8-60
MPPT Operating Range
8-80 12.5-105
125 - 83
vdc
Maximum Short Circuit Current
:
I 101
14
Adc
Osc)
13.75
12.63
Maximum DC Irput Current
17.5
Adc
Maximum Efficiency
99.5
%
Weighted g Efficiency
988 - 98.6
%
ego,)
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER)
: ,t C • crit
15
Adc
voltage
6C 85
vdc
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR
SOLAREDGE
INVERTER OFF)
Saiety Output Viltage per i
--- _ - ----
0.'.
Vtic
P:it4'er Opi!m!7?
STANDARD COMPLIANCE
FCC PartlS Class B, IEC61000-6-2, IEC61000-6-3
IEC62109-1(class 11 safety), UL1741
-
yes
INSTALLATION SPECIFICATIONS
Ma.:n•-.t.n, A -.loved System
__-_— — _---- 11)Oi)
Ydc
voltage
Compatible inverters
All SolarEdge Single Phase and Three Phase inverters
Drnier+sions(WzLxhQ
129x153x27.5/5.1x6x1.1
129x153x33.5/
129x159x49,5/
129xl62xS9/
Tin /in
S.'x6x1.3
S�x6.3x1.9
S.lx6.4x2.3
Weight (indudirg cables)
630/1.4
750/1.7
845 / 1.9
_106412i___
gr _/ Ib
Input Connector
MC4T
Output Wire Type/ Connector
Double Insulated; MC4
Output Wire Length
0,95/3.0 1.2/3.9
m / ft
Input wire Length
0.16/0.52
m / ft
Operating Temperature Range
-40 - +85 / -40 - +185
'C /'F
Protection Rating
IP68 / NEMAGP
Re;ative Humidity
0-100
%
Ratea STC pacer d the module. Module of up to .5% p0+ver to;erance ai�owed
NEC 2017 requrds max Input vp!taw be not more than 80V
fc• other ccr.ne-tar types please contact Saarfdge
Minimum Strang Length P320, P340, P37G, i 8
tpower Optimizers) P400
P405 / P505 6
Maximum String length
(power Optimizers) 25
5701) (6000 with
Maximum Power per String SE7600 US SE11400- .�
10 18 O1
i
8 14
25 Som
VSgQ% Q\d9e
- ---- --- — --- -- --- 1- --- r --
5250 60Wr' ( 1275D7 W :^nCtVlStOn
Parallel Strings of Different Lengths
or Orientations I Yes
Fa detailed string siring information refer to http./t v solwedge.can/sites/defaulUSkL Virg-sWrlg_na.pdf
It !s not aliawed to mix P40S P505 srth P320/PYQP370/P400 in one string
A string w10- more than 30 optimizers aces not meet NEC rapid shutdown requirements, safety voltage will be above the 30V requirement
Fa SE 14 4KUS/5E432KUS. It is allowed to install up to 6,500W per suing when 3 strirgs a•e connected to the u+.lrter (3 strings per unit for SE43.2KUS) and when
themax mum power difference between the stnrgs 5 up to 1.000W
fa SE?OKUSISE33.3KU5/SE66.6KUS/SE100KUS: It Is avowed to install up to 15,OOOvv per smug when 3 sings are connected to me ✓ verter (3 strings per uNT for!
and wnen n e ma)d urn power ditmnce between the strings Is up to 2.e00W
C Sotartdge Technolco. ltd AP rights nsn..d. SOLAREDGE tri. Saartdge foga OPTUAZED By SOLAREDGE an vadanwaa w r.gew W vad.marlo of Sota£d" Tarhndogfa, Inc.
Au oth& vaden-les rwieoned herein are vadernaM of their inpectw oAtxn Daae^ J2fMj N LreNG NAA/. subject to lunge without ro
CE RoHS
SFM INFINITY
.� UNIRAC
BETTER SOLAR STARTS HERE
Take your business to the next level with SFM INFINITY, UNIRAC's rail -less PV mounting system for flush
mount installations on comp shingle and the roofs. An advanced 3rd generation product platform in use
by top solar contractors nationwide, SFM INFINITY optimizes your operations on and off the roof, with
approximately 40% less labor, 30% logistics savings, and 20% fewer roof attachments than traditional
solar racking. Plus, 87% of homeowners prefer SFM INFINITY's aesthetics.
SUPERIOR PERFORMANCE EASY INSTALLATION HOMEOWNER PREFERRED
Enhance your business with two installs per day Pre -assembled components, 20% fewer roof attachments, More than 4 out of 5 homeowners prefer SFM INFINITY'S
and 30% less cost. and level array in seconds with post height adjustment. aesthetics over a leading rail brand.
i
FM INFINITY
U
N I RAC
DESIGN GUIDELINES BETTER SOLAR STARTS HERE
While you will see advantages simply from switching to SFM INFINITY, the following guidelines will help you
to maximize its benefits.
DEFAULT TO LANDSCAPE
Men possible. design in landscape orientation in order to fit more nodules or
the roof and minimize roof attachments
MIX MODULE ORIENTATIONS
CO -
SFM INFINITY .s eas:iy configured in m;xee a,-, ay shapes and module orientations to maximize array
density and to avoid vent pipes and othe, obstacles Because mounting locat ons are not constrained
v -a Is. SFM NFINITY has unmatched flexibility to enhance your projects
CONSULT THE QUICK TIPS VIDEOS
�C s mob le f: �eroly library of short.:op:c specific v�oeo: �Jiv arsv;e� -r cuestions
ar,L . e., or-strate hoe, s ' Ole it is to install SFM INF T'•
Qu cF T ps 'v' dens https://unirac.com/SFM-Infinity/
u UNIRAC
2 -Piece Standoff Technical Datasheet
Pub 101026 -ltd V1.0 October 2010
2 -Piece Aluminum Standoffs .................................................. 1
2 -Piece Aluminum Standoff with SolarMount-1 1 -flange connection .................... 2
2 -Piece Aluminum Standoff with L -foot connection ................................. 2
Standoffs
2 -Piece Aluminum Standoffs
Part No. 310503, 310504, 310506, 310507, 310553, 310554, 310556, 310557, 310603, 310604, 310606, 310607,
310653, 310654, 310656, 310657
a- 1.66
3" MIN
7" MAX 0.31
i_
3.75
00.38
2.501 0 V j
1
2.75
Dimensions specified in inches unless noted
Standoff and Base Material:
• One of the following extruded aluminum alloys: 6005-T5,
6105-T5, 6061-T6
• Ultimate tensile: 38 ksi; Yeild: 35 ksi
• Clear or Dark anodized
Weight:
• 3" Standoff (as shown): 0.522 pounds (237 g)
• Add 0.086 pounds per inch (39 g/ inch)
Allowable and design loads are valid for a Unirac 2 -piece
aluminum standoff
Attach with zinc plated carbon steel or stainless steel fasteners
Resistance and safety factors are determined according to Part 1A section 9 of
the 2005 Aluminum Design Manual
NOTE: Loads are given for the standoff only. Check load limits for lag
screw or other attachment method.
'Example: If the module is mounted 6" (0.5 ft) from the base of the standoff,
the allowable side load is 250 ft'Ibs/ 0.5 ft = 500 lbs
D
2 -Piece Aluminum Standoff with SolarMount-1 1 -flange connection
Part No. 05013C, 05014C, 05016C, 05017C
::�UNIRAC
Reference the SolarMount-I series datasheet for 1 -flange connection
specifications.
For the 1 -flange connection to standoff:
• Use included 1 '/<` EPDM washer between the 1 -flange
Y connection and standoff
• Assemble with included 300 series stainless steel %"-16 flanged
Z hex head screw
X Use anti -seize and tighten to 30 ft -lbs of torque
Allowable and design loads are valid when components are assembled
according to authorized Unirac documents.
1 -Flange connections are compatible with SolarMount-1 series beams.
Resistance factors and allowable loads are determined according to part 1A
section 9 of the 2005 Aluminum Design Manual.
NOTE: Loads are for the connection and standoff only. Check load limits
for the lag screw or other attachment method.
Applied Load Direction
Average
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Loads
Ibs (N)
Resistance
Factor,
m
Tension, Y+
Ultimate
Allowable
Safety
Design
Resistance
Applied Load
Load
Load
Factor,
Load
Factor,
Direction
Ibs (N)
Ibs (N)
W
Ibs (N)
F
Tension/
3266
1089
2.15
30 (133)
0.705
Compression,
(14528)
(4844)
3.00
1633 (7264)
0.500
Y±
UZ Bending,
559 ft lbs
250 ft lbs
378 ft lbs
Applied
(758 Nm)
(339 Nm)
2.24
(512 Nm)
0.676
Moment'
'Example: If the module is mounted 6" (0.5 ft) from the base of the standoff,
the allowable side load is 250 ft'Ibs/ 0.5 ft = 500 lbs
D
2 -Piece Aluminum Standoff with SolarMount-1 1 -flange connection
Part No. 05013C, 05014C, 05016C, 05017C
::�UNIRAC
Reference the SolarMount-I series datasheet for 1 -flange connection
specifications.
For the 1 -flange connection to standoff:
• Use included 1 '/<` EPDM washer between the 1 -flange
Y connection and standoff
• Assemble with included 300 series stainless steel %"-16 flanged
Z hex head screw
X Use anti -seize and tighten to 30 ft -lbs of torque
Allowable and design loads are valid when components are assembled
according to authorized Unirac documents.
1 -Flange connections are compatible with SolarMount-1 series beams.
Resistance factors and allowable loads are determined according to part 1A
section 9 of the 2005 Aluminum Design Manual.
NOTE: Loads are for the connection and standoff only. Check load limits
for the lag screw or other attachment method.
Applied Load Direction
Average
Ultimate
Ibs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Loads
Ibs (N)
Resistance
Factor,
m
Tension, Y+
1415 (6294)
635 (2825)
2.23
960 (4270)
0.679
Compression, Y-
1949 (8670)
873 (3883)
2.23
1320 (5872)
0.677
Transverse, X-, downhill
635 (2825)
313 (1392)
2.03
473 (2104)
0.745
Transverse, X+, uphill
42 (187)
20 (89)
2.15
30 (133)
0.705
UZ Bending, Applied Moment
559 ft lbs
(758 Nm)
250 ft lbs
(339 Nm)
2.24
378 ft lbs
(512 Nm)
0.676
2 -Piece Aluminum Standoff with L -foot connection
Reference the SolarMount datasheet for L -foot specifications.
For the L- foot to standoff connection:
• Use included 1 %` EPDM washer between the L -foot and standoff
• Assemble with included 300 series stainless steel %"-16 flanged
hex head screw
• Use anti -seize and tighten to 30 ft -lbs of torque
Y Allowable and design loads are valid when components are assembled according
Z to authorized Unirac documents.
X L -feet are compatible with SolarMount, SolarMount Heavy Duty,
and SunFrame rails.
Resistance factors and allowable loads are determined according to part 1A
section 9 of the 2005 Aluminum Design Manual.
NOTE: Loads are for the connection and standoff only. Check load limits
for the lag screw or other attachment method.
Applied Load Direction
Average
Ultimate
Ibs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Loads
Ibs (N)
Reiisttance
Factor,-
.t-` 4)
Tension, Y+
1859 (8269)
707 (3144)
2.63
1069 (4755)
0.575
Compression, Y-
3258 (14492)
1325 (5893)
2.46
2004 (8913)
0.615
Sliding, Z±
1766 (7856)
755 (3356)
2.34
1141 (5077)
0.646
Transverse, X±
486 (2162)
213 (949)
2.28
323 (1436)
0.664
UZ Bending, Applied Moment
559 ft lbs
(758 Nm)
250 ft lbs
(339 Nm)
2.24
378 ft lbs
(512 Nm)
0.676
D
CHEMLINKg'E-CURBrM SYSTEM
Advanced Architectural Products PENETRATION SEALS
Technical Data Guide Polyether Technology CSI Section No. 07 12 13
CHEM LINK Products, LLC
Distributed by: BEST MATERIALS
Ph: 800-474-7570, 602-272-8128
Fax: 602-272-8014
www.BestMaterials.com
Email: Sales (g BestMaterials. com
Product Description
E -Curb penetration seals replace old-style metal
pitch pans with versatile, precast components and
pourable sealants. CHEM LINK's E -Curb System
can usually be installed in under 15 minutes and
never requires flashing or mechanical attachment.
E -Curbs are designed for use on granulated modified
bitumen, asphalt and coal tar B.U.R. (built up roofing).
E -Curbs are specified for PVC, EPDM, PIB, and TPO
single ply roofing membranes. E -Curbs are highly
versatile for sealing penetrations around solar panel
mounts, HVAC, Electrical, and any type of structural
supports. TPO Primer is required for use with TPO
single -ply roof membrane.
When installed properly, this system forms a durable,
waterproof rubber seal around penetrations. An
extended manufacture warranty against leaks is
activated with submittal of a completed warranty card.
Special Characteristics
• Rapid installation - "Slip -fit" light weight curb design
reduces labor significantly.
• Excellent adhesion to most roofing materials.
• No flashing or mechanical attachment required.
• Service Temperature -40'F to 200°F (-40°C to 93°C)
• 1 -Part° accommodates movement and is suggested
for use on all granulated membranes and details
with excessive movement.
• For sloped roof applications, substitute Durall-inkTM
non -slump adhesive/sealant for 1 -Part and M-1®
Restrictions
• Do not apply below 30°F (-1 °C)
• Do not install if rain is anticipated within 4 hours
• Do not use on Hypalon or smooth APP modified
bitumen membrane. For smooth APP, torch down
a target of granulated APP before installation.
• TPO Primer must be used for TPO applications.
• Do not prime bonding surfaces with asphalt primer!
• Do not use asphalt cement as a "night sealant."
Use M-1 for this purpose.
• E -Curb kits are designed to contain enough 1 -Part
to fill each curb with displacement in consideration.
Refer to our penetration calculator under contractor
resources at chemlink.com to verify volumes.
Last Revision: 02/20/13
Document No. L1350
E -Curb System Components
• E -Curb exterior rings, straights, and corners.
• M-1 Structural Adhesive/Sealant used for bonding
the E -Curb components, sealing and priming the
penetration.
• 1 -Part "moisture cure" pourable sealer, used to
form a durable, water -tight seal around the roof
penetration.
E -Curb precast form components are composed of
light weight nylon resin. The E -Curb is 2 -inches high
and is available in a variety of shapes and sizes.
Sizes available include: bi-sected circular pieces
having inside diameters of 3, 4, 6, or 9 inches. Corner
pieces having a 2 -inch radius, and 8 -inch straight
pieces are also available to create larger sizes. The
outer surface is impervious to ice, corrosion, UV
(ultraviolet) light and ponding water.
M-1 Structural Adhesive/Sealant is a durable, self -
fixturing moisture cure mastic. Cartridges of M-1 are
supplied in each E -Curb Kit. Components are also
sold separately.
1 -Part is a highly flexible, self -leveling moisture cure
pourable sealer that eliminates mixing. It is also
100% solid rubber, has a very low VOC content, will
not melt or shrink, and is resistant to deterioration.
It is supplied in 10.1 -oz and 28 -oz cartridges or 1/2
gallon pouches. Unused sealant can be capped and
reused.
_E��NATION
ROOFING
I�
l I
CONTRACTORS
A
TT\7
■
MEASSOOATION
I\STITI'TF
9001:2008;
Step 1
Remove all previously applied caulk, mastic, cement,
asphalt, and other contaminants from penetrations
with a wire brush. Clean all smooth substrates with
isopropyl or denatured alcohol. Brush away all gravel
or loose granules. Seal the base of each penetration
with M-1 Coat penetrations with M-1 to 3" above the
roof line.
Step 2
Hold a section of E -Curb, flat side up, and apply
a 1/4" bead of M-1 to the entire bottom perimeter.
Apply 1 additional 1/4" bead of M-1 down the center
of the section. Do not tool the beads flat. Place the
E -Curb section on the roof surface to form a half circle
around the penetration(s). Press down firmly until M-1
extrudes from the outside edges.
Step 3
Apply M-1 to the second section of E -Curb as described
above. Place the second section of curb on the roof
surface to form a circle with the first section. Press
firmly in place until excess adhesive extrudes from the
outside edges. Apply a bead of M-1 around the outside
base of the installed E -Curb, and tool to form a smooth
fillet. For non E -Curb penetrations seals, add M-1 to
scarf joint surfaces and tool smooth.
Step 4
Cut tip off 1 -Part cartridge at widest point on plastic
nozzle and pierce the foil seal. Insert into caulking gun
and pump E -Curb full. When using a 1 -Part pouch,
remove cap, pour, squeeze out excess air, and reseal.
Note: To provide an adequate rubber seal, maintain a
1" distance between penetrations and inside edge of
the E -Curb.
10 JII
All properties described in this document are derived from testing conducted in laboratory conditions. Properties and performance
will vary depending on environmental conditions and application technique. Test and evaluate to determine appropriate usage.
Visit www.chemlink.com for the Material Safety Data Sheet, Technical Data Guides and full warranty for this product.
LIMITED WARRANTY: CHEM LINK Products, LLC warrants this product's performance, provided it is properly stored and
applied within 1 year. If not satisfied, return remaining product and purchase receipt for refund or replacement of product exclusive
of labor or cost of labor. This is the sole and exclusive remedy for defects or failure of this product. User must read and follow the
direction of the current Technical Data Guide and MSDS prior to product use. User determines suitability of product for intended
use and assumes all risks. Manufacturer shall not be liable for damages (including consequential or incidental damages) in
excess of the purchase price, except where such exclusion or limitation is prohibited by state law. THIS WARRANTY IS IN LIEU
OF ALL OTHER WARRANTIES, WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED INCLUDING ANY WARRANTY
OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE; except for the above express warranty given by
manufacturer, the product is sold with all faults. CHEM LINK PRODUCTS, LLC SHALL NOT BE RESPONSIBLE FOR THE USE e
OF THIS PRODUCT INA MANNER TO INFRINGE ON ANY PATENTOR ANY OTHER INTELLECTUAL PROPERTY RIGHTS �� O
HELD BY OTHERS. This warranty gives you specific legal rights, and you may also have other rights in the U.S. which vary from��
state to state. For warranty claim information, call 800-826-1681 q, p`
Se�
CHEM LINK'
Advanced Architectural Products
■■ NITILT LEG
SOLARMOUNT TILT LEG
TS _■___■___ I
A
;PAG
E_. �J
___________________________________________________________________________________________________________________________________
L -FEET
NOT INCLUDED
TILT LEG LENGTHS
IN LEG KITS
15/8 -- 1/16" Total Adjustable Lengths Square Tube Strut
8" to 12" 8" 8"
Z
W
J
F-
LA
if
T
tA
2
F -
l7
Z
W
J
LU
m
D
I --
LU
a
01
N
I
18" to 30" 18" 18"
26" to 44" 26" 26"
40" to 72" 40" 40"
I I
3/8-16 X 3" HEX BOLT Tilt Leg Square Tilt
3/8 X 1-1/2"X 1/8" Properties Strut Channel Leg Tube Units
HD FENDER WASHER Area 0.515 0.4884 in2
Weight 0.57 0.56 plf
Width 1.625 1.82 in
i Height 1.625 1.82 in
Section Modulus (X-axis) 0.236 0.275 in3
Section Modulus (Y-axis) 0.261 0.275 in3
Moment of Inertia (X-axis) 0.201 0.2498 in4
Moment of Inertia (Y-axis) 0.213 0.2498 in4
\� Radius of Gyration (X-axis) 0.625 0.7152 in
3/8" DIA. Wrenches and Torque
�\ 3/8" Hardware
113/16" 1/16"
3/8-16 X 1-1/4" SS HEX BOLT
3/8 x 1-1/2" x 1/8" HD
FENDER WASHER
3/8-16 STRUT NUT
3/8-16 SS FLANGE NUT
LEG STRUT
Wrench Size Recommended Torque (ft -lbs)
9/16" *30 w/Anti-Seize
STRUT NUT
T N III
l 1!
3/8" BOLT
LEG TUBE
FENDER WASHER
Cdy o\
`Oog
SOLARMOUNT TILT LEG ACCEPTABLE APPLICATIONS' B
i OW R HIGH PROFIT F ; PAGE
PREFERRED TILT LEG ORIENTATION
ACCEPTABLE TILT LEG ORIENTATION
A vertical Leg orientation is acceptable. but DO NOT allow the bottom of the tilt Legs for any application to be angled inboard towards the
front of the array.
r
me
�r
For more information on module placement please refer to the SOLARMOUNT installation guide.
Remember to comply with module manufacturer clamping requirements
Report No. 102393982LAX-002
Unirac, Inc
Page 2 of 107
Issued: 11 -Apr -2016
Revised: 20 -Mar -2019
2.0 Product Description
Product
Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide,
Rev PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20
Brand name
Unirac
The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic
Rack Mounting System. This system is designed to provide bonding and grounding to
photovoltaic modules. The mounting system employs anodized or mill finish aluminum brackets
that are roof mounted using the slider, outlined in section 4 of this report. There are no rails
within this product, whereas the 3" Micro Rail, Floating Splice, and 9" Attached Splice
electrically bond the modules together forming the path to ground.
The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized
with black oxide with a stainless type 300 bonding pin, torqued to 20 ft -lbs, retaining the
modules to the bracket. The bonding pin of the Micro Rail when bolted and torqued, penetrate
Description
the anodized coating of the photovoltaic module frame to contact the metal; creating a bonded
connection from module to module.
Ratings
The grounding of the entire system is intended to be in accordance with the latest edition of the
National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar
Photovoltaic Systems. Any local electrical codes must be adhered in addition to the
national electrical codes. The Grounding Lug is secured to the photovoltaic module, torqued in
accordance with the installation manual provided in this document.
Other optional grounding includes the use of the Enphase UL2703 certified grounding system,
which requires a minimum of 2 micro -inverters mounted to the same rail, and using the same
engage cable.
Models jUnirac
SFM
ED 16 3.15 (20 -Apr -17) Mandatory
Report No.102393982LAX-002
Unirac, Inc
Page 3 of 107
Issued: 11 -Apr -2016
Revised: 20 -Mar -2019
2.0 Product Description
Model Similarity
NA
Fuse Rating: 30A
Module Orientation: Portrait or Landscape
Maximum Module Size: 17.98 ftz
UL2703 Design Load Rating: 33 PSF Downward, 33 PSF Upward, 10 PSF Down -Slope
Tested Loads - 50 psf/2400Pa Downward, 50psf/2400Pa Uplift, 15psf/720Pa Down Slope
Trina TSM-255PD05.08 and Sunpower SPR -E20-327 used for Mechanical Loading
Increased size ML test:
Maximum Module Size: 22.3 ft2
UL2703 Design Load Rating: 113 PSF Downward, 50 PSF Upward, 30 PSF Down -Slope
LG355S2W-A5 used for Mechanical Loading test.
Mounting configuration: Four mountings on each long side of panel with the longest span of
24"
UL2703 Design Load Rating: 46.9 PSF Downward, 40 PSF Upward, 10 PSF Down -Slope
Ratings
LG395N2W-A5, LG360S2W-A5 and LG355S2W-A5 used for used for Mechanical Loading
test.
Mounting configuration: Six mountings for two modules used with the maximum span of
74.5'
Fire Class Resistance Rating:
- Class A for Steep Slope Applications when using Type 1 Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail.
- Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any
interstitial gap. Installations must include Trim Rail.
- Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules.
This system was evaluated with a 5" gap between the bottom of the module and the roofs
surface
See section 7.0 illustraction # 1 and la for a complete list of PV modules evaluated with these
racking systems
Other Ratings
NA
G`do a�0
NO
ED 16.3.15 (20 -Apr -17) Mandatory
City of
Wheat Ridge
B ilding Division
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City of Wheat Ridge
Residential Solar PERMIT -
201901714
PERMIT NO: 201901714
ISSUED:
08/23/2019
JOB ADDRESS: 4025 Newland St
EXPIRES:
08/22/2020
JOB DESCRIPTION: Residential solar installing a
8.550 kW grid tied, roof mounted solar PV
system.
*** CONTACTS ***
OWNER (720)422-6551 SCHUMACHER STEPHEN B
SUB (720)255-7342 MARK MONTOYA
190076 FREEDOM
FOREVER COLORADO LLC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE: 0403 / CASTLE
BLOCK/LOT#:
0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:
28,728.00
FEES
Total Valuation 0.00
Residential Solar 500.00
** TOTAL ** 500.00
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans.
Must comply with
2012 IRC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes.
Work is subject to field inspections.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that alt -work tq he�pertormed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER CONTRACTOR (- rcle one) Date
I • This permit was issued based on t e m ormation 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.
1 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall rlot proceed or conceal work without written approval of such work from the Building and Inspection Services
6_ Th is nc or gran A�ofarmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
ap able d or e 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.
` City of
/%� '�7�I heat�idge
COMMLJNITy DEVELOPMENT
Building & Inspection Services
7500 W. 29' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 " Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(cDci.wheatridge.co.us
FOR OFFICE USE ONLY I
Date: , q
Plan/Permit #
4 0/ qo/ tq
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: 4025 Newland St, Wheat Ridge, CO 80033
Property Owner (please print): Schumacher, Maureen Phone: (720) 422-6551
Property Owner Email: marie00582@gmail.com
Tenant Name (Commercial Projects Only)
Property Owner Mailing Address: (if different than property address)
Address: 4025 Newland St
City, State, zip: Wheat Ridge, CO 80033
Architect/Engineer:
Architect/Engineer E-mail:
Contractor Name: Freedom Forever Colorado, LLC
City of Wheat Ridge License #: 190076
Phone:
Phone: 720-936-9460
Contractor E-mail Address: jburks@freedomforever.com
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): Jeremy Burks Phone: 720-936-9460
CONTACT EMAIL(please print): jburks@freedomforever.com
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields, if applicable.
❑COMMERCIAL
ORESIDENTIAL
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.
Install a 8.550 kW grid tied, roof mounted solar photovoltaic system
Sq. Ft./LF
Amps Squares
BTUs
Gallons
For Solar: 8.550 KW 30 # of Panels 1:1 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)
s28,728.00
ON'* NF.R&ONTRACTOR SIGNATL"RE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed be 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 1 assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of am
entity included on this application to list that entity on this application. 1. the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
C/RCLEONE: (OGi'NER) (CONTRACTOR or (AUTHOR/ZED REPRESENTATIhE) of (OWNER) (CONTRACTOR)
Digitally signed by Jeremy Burks
Date'. 2019 08.19 09'43'.26 8/19/19
Signature (first and last name): osoo DATE:
Printed Name: Jeremy Burks
ZONING COMMMENTS:
Reviewer:
BUI DING EPARTMENT COMMENTS:
R er:
PUBLIC WORKS COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
Building Division Valuation:
ro ects even ineersnet.com
ENGINEERS p @ g 276-220-0064
http://www.evengineersnet.com
8/16/2019
FREEDOM FOREVER LLC
43445 Business Park Dr. Suite 110
Temecula, CA 92590
RE: Structural Certification for Installation of Residential Solar
SCHUMACHER,MAUREEN:4025 Newland St, Wheat Ridge, CO 80033
Attn: To Whom It May Concern
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. From the field observation report, the roof is made of Composition shingle
and rolled composition roofing over roof plywood supported by 2X6 Truss at 24 inches. The slope of the roof
was approximated at 6, 14 and 23 degrees and having an allowable maximum beam span of 8 feet between
supports.
After review of the field observation data and based on our structural capacity calculation, the existing roof
framing has been determined to be adequate to support the imposed loads without structural upgrades.
Capacity calculations were done in accordance with applicable building codes.
Design Criteria
Code
2012 International Building Code (ASCE 7-10)
Risk category
II Wind Load
Roof Dead Load
Dr
10 psf
PV Dead Load
DPV
3 psf
Roof Live Load
Lr
20 psf Seismic
Ground Snow.
S
30 psf
If you have any questions on the above, please do not hesitate to call.
Sincerely,
Vincent Mwumvaneza, P.E.
EV Engineerling, LLC
projects@evengineersnet.com
http://www.evengineersnet.com
r
Exp, 10+31/2021
951-254-5655
Projects@currentrenewableseng.com
Ergt'riee.http://www.currentrenewableseng.com/
(component and Cladding)
V 105 mph
Exposure C
Ss 0.188
S1 0.059
ov of
Wheat V dge
6u ding Division
1/1
V projects@evengineersnet.com
ENGINEERS http://www.evengineersnet.com
Structural Letter for PV Installation
Date: 8/16/2019
Job Address: 4025 Newland St
Wheat Ridge, CO 80033
Job Name: SCHUMACHER,MAUREEN
Job Number: 190816SM
Scope of Work
This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the
PV system to existing roof framing. All PV mounting equipment shall be designed and installed per
manufacturer's approved installation specifications.
Table of Content
Sheet
1
Cover
2
Attachment checks (tilt 23 and 14 degrees)
3
Snow and Roof Framing Check (tilt 23 and 14 degrees)
4
Attachment checks (tilt 6 degrees)
5
Snow and Roof Framing Check (tilt 6 degrees)
6
Seismic Check and Scope of work
Engineering Calculations Summary
Code
2012 International Building Code (ASCE 7-10)
Risk category
II
Roof Dead Load
Dr 10 psf
PV Dead Load
DPV 3 psf
Roof Live Load
Lr 20 psf
Ground Snow
S 30 psf
Wind Load
(component and Cladding)
V 105 mph
Exposure C
Seismic
Ss 0.188
S1 0.059
References
1 International Residential Code, 2012
2 NDS for Wood Construction
Sincerely,
Vincent Mwumvaneza, P.E.
EV Engineerling, LLC
protects@evengineersnet.com
http://www.evengineersnet.com
Exp. 10 31 2021
951-254-5655
Current Projects@currentrenewableseng.com
Engineering http://www.currentrenewableseng.com/
EV
projects@evengineersnet.com 276-220-0064
ENGINEERS
http://www.evengineersnet.com
Wind Load Cont.
Risk Category =
II
ASCE 7-10 Table 1.5-1
Wind Speed (3s gust), V =
105 mph
ASCE 7-10 Figure 26.5-1A
Roughness =
C
ASCE 7-10 Sec 26.7.2
Exposure =
C
ASCE 7-10 Sec 26.7.3
Topographic Factor, KZT=
1.00
ASCE 7-10 Sec 26.8.2
Ridge Height =
14.0 ft
Eave Height =
9.0 ft
Mean Roof Height, h =
13.0 ft
Pitch =
23.0 Degrees
& 14 degrees
Adjustment Factor, A =
1.21
ASCE 7-10 Figure 30.5-1
Buidling Width =
45.0 ft
Building Length =
60.0 ft
a =
3.60 ft
ASCE 7-10 Figure 30.5-1
Where a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of least
horizontal dimension or 3ft (0.9m)
Uplift (0.6W)
Zone 1 (psf) Zone 2 (psf)
Zone 3 (psf)
Pnet30=
-16.5 -23.2
-36.6 Figure 30.5-1
Pnet = 0.6 x X x KZT x Pnet30)=
11.97 16.87
26.59 Equation 30.5-1
Downpressure (0.6W)
Zone 1 (psf) Zone 2 (psf)
Zone 3 (psf)
Pnet30=
8.8 8.8
8.8 Figure 30.5-1
Pnet = 0.6 x X x KZT x Pnet30)=
6.42 6.42
6.42 Equation 30.5-1
Rafter Attachments: 0.6D+0.6W (CD=1.6
Lag Screw Connection
Attachement max. spcaing= 4 ft
5/16" Lag Screw Withdrawl Value= 266 Ib/in Table 12.2A - NDS
Lag Screw Penetration= 2.5 in DFL assumed
Prying Coefficient 1.4
Allowable Capacity with CD= 760 Ib
0.6D+0.6W Dpv+0.6W
Zone Trib Width Area (ft) Uplift (lbs) Down (Ibs)
1 4 13.0 132.3 122.4
2 4 13.0 195.9 122.4
3 3 9.8 241.7 91.8
Max= 241.7 < 760
CONNECTION IS OK
1. Pv seismic dead weight is negligible to result in significant seismic uplif, therefore the wind uplift
governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
ON of
Qo���d9®
• 'Nr 5`00
.i� ung
0
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EV
projects@evengineersnet.com
ENGINEERS http://www.evengineersnet.com
276-220-0064
Vertical Load Resisting System Design
8.0 ft
Tributary Width, WT =
Roof Framing
Dr =
10 psf
Snow Load Fully Exposed
3 psf
Load Case: DL+0.75(0.6W+S) (CD=1.6)
pg= 30
psf
ASCE 7-10, Section 7.2
Ce = 0.9
898 lb -ft
ASCE 7-10, Table 7-2
Ct = 1.1
2.54
ASCE 7-10, Table 7-3
IS = 1.0
2324 psi
ASCE 7-10, Table 1.5-1
pf = 21
psf
N/A
pfmin. = 30
psf
ASCE 7-10, Section 7.3
ps = 30
psf
Consevatively (Cs=1) 120 plf
Max Length, L =
8.0 ft
Tributary Width, WT =
24 in
Dr =
10 psf
PvDL =
3 psf
Load Case: DL+0.75(0.6W+S) (CD=1.6)
Adjusted Value
0.75(Pnet+Ps)+PP„cos(8)+Ppt=
140 plf
Mdown=
898 lb -ft
Mallowable = Sx x Fb' (wind)= 2343 Ib -ft
(Beam maximum Allowable Horizontal Span)
20 plf
12 plf
> 898 lb -ft OK
Load Case: DL+S (CD=1.15)
Ps+ PPVcos(6)+Poi= 151 psf
Mdown= 967 lb -ft
Mallowable = Sx x Fb' (wind)= 1684 Ib -ft > 967 Ib -ft OK
Max Shear, V,=wL/2+Pv Point Load = 604 Ib
Member Capacity
DF -I Nn 7
2X6
Design Value
CL
Cr
Ci
C,
Kr
a
20.7969 in
X
Adjusted Value
Fb =
900 psi
1.0
1.3
1.0
1.15
2.54
0.85
0.8
2324 psi
F„ =
180 psi
N/A
N/A
1.0
N/A
2.88
0.75
0.8
311 psi
E=
1600000 psi
N/A
N/A
1.0
N/A
N/A
N/A
N/A
1600000 psi
Ervin =
580000 psi
N/A
N/A
1.0
N/A
1.76
0.85
N/A
867680 psi
Depth, d =
5.5 in
Width, b =
1.5 in
Cross-Sectonal Area, A =
8.25 int
Moment of Inertia, Ixx =
a
20.7969 in
Section Modulus, Sxx =
7.5625 in'
Allowable Moment, Mail = Fb'Sxx = 1464.6 Ib -ft DCR=M,,/Mali =
Allowable Shear, Vali = 2/3F„'A = 1710.7 Ib • DCR=V,,/Vagi =
951-254-5655
urrent Projects@currentrenewableseng.com
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0.56 < 1 Satisfactory
0.35 < 1 Satisfactory
� w
EV
ENGINEERS
projects@evengineersnet.com
http://www.evengineersnet.com
Wind Load Cont.
Risk Category =
II
ASCE 7-10 Table 1.5-1
Wind Speed (3s gust), V =
105 mph
ASCE 7-10 Figure 26.5-1A
Roughness=
C
ASCE 7-10 Sec 26.7.2
Exposure =
C
ASCE 7-10 Sec 26.7.3
Topographic Factor, KZT=
1.00
ASCE 7-10 Sec 26.8.2
Ridge Height =
14.0 ft
Eave Height =
9.0 ft
Mean Roof Height, h =
13.0 ft
Pitch =
6.0 Degrees
Adjustment Factor, A =
1.21
ASCE 7-10 Figure 30.5-1
Buidling Width =
45.0 ft
Building Length =
60.0 ft
a=
3.60 ft
ASCE 7-10 Figure 30.5-1
Where a: 10% of least horizontal dimension or 0.4h, whichever is smaller, but not less than 4% of least
horizontal dimension or aft (0.9m)
Uplift (0.6W)
Zone 1 (psf) Zone 2 (psf)
Zone 3 (psf)
Pnet30=
-18.1 -21.5
-21.5 Figure 30.5-1
Pnet = 0.6 x A x KZT x Pnet30)=
13.16 15.61
15.61 Equation 30.5-1
Downpressure (0.6W)
Zone 1 (psf) Zone 2 (psf)
Zone 3 (psf)
Pnet30=
7.0 7.0
7.0 Figure 30.5-1
Pnet = 0.6 x A x KZT x Pnet30)=
5.09 5.09
5.09 Equation 30.5-1
Rafter Attachments: 0.6D+0.6W (CD=1.6
Lag Screw Connection
Attachement max. spcaing= 4 ft
5/16" Lag Screw Withdrawl Value= 266 Ib/in Table 12.2A - NDS
Lag Screw Penetration= 2.5 in DFL assumed
Prying Coefficient 1.4
Allowable Capacity with CD= 760 Ib
0.6D+0.6W Dpv+0.6W
Zone Trib Width Area (ft) Uplift (lbs) Down (lbs)
1 4 13.0 147.7 105.2
2 4 13.0 179.5 105.2
3 3 9.8 134.7 78.9
Max= 179.5 < 760
CONNECTION IS OK
1. Pv seismic dead weight is negligible to result in significant seismic uplif, therefore the wind uplift
governs
2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw.
Embedment in sheading or other material does not count.
276-220-0064
ow of
'peak R\d9e
i j\Son
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di
CU, r ,
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ENGINEERS http://www.evengineersnet.com
276-220-0064
Vertical Load Resisting System Design
8.0 ft
Tributary Width, WT =
Roof Framing
Dr =
10 psf
Snow Load Fully Exposed
3 psf
Load Case: DL+0.75(0.6W+S) (CD=1.6)
pg= 30
psf
ASCE 7-10 , Section 7.2
Ce = 0.9
878 lb -ft
ASCE 7-10, Table 7-2
Ct = 1.1
2.54
ASCE 7-10, Table 7-3
IS = 1.0
2324 psi
ASCE 7-10, Table 1.5-1
pf = 21
psf
N/A
pfmin. = 30
psf
ASCE 7-10, Section 7.3
ps = 30
psf
Consevatively (Cs=1) 120 plf
Max Length, L =
8.0 ft
Tributary Width, WT =
24 in
Dr =
10 psf
PvDL =
3 psf
Load Case: DL+0.75(0.6W+S) (CD=1.6)
Adjusted Value
0.75(Pnet+Ps)+ PPVcos(8)+PIS=
137 plf
Mdown=
878 lb -ft
Mallowable = Sx x Fb' (wind)= 2343 Ib -ft
(Beam maximum Allowable Horizontal Span)
20 plf
12 plf
> 878 lb -ft OK
Load Case: DL+S (CD=1.15)
Ps+ PP„ cos(6)+Poi= 152 psf
Mdown= 972 lb -ft
Mallowable = Sx x Fb' (wind)= 1684 Ib -ft > 972 Ib -ft OK
Max Shear, V„=wL/2+Pv Point Load = 608 Ib
Member Ca
r)F-I Nn 7
2X6
Design Value
CL
CF
Ci
C,
Kr
20.7969 in
A
Adjusted Value
Fb =
900 psi
1.0
1.3
1.0
1.15
2.54
0.85
0.8
2324 psi
F„ =
180 psi
N/A
N/A
1.0
N/A
2.88
0.75
0.8
311 psi
E =
1600000 psi
N/A
N/A
1.0
N/A
N/A
N/A
N/A
1600000 psi
Emin =
580000 psi
N/A
N/A
1.0
N/A
1.76
0.85
N/A
867680 psi
Depth, d =
5.5 in
Width, b =
1.5 in
Cross-Sectonal Area, A =
8.25 int
Moment of Inertia, Ixx =
20.7969 in
Section Modulus, Sxx =
7.5625 in
Allowable Moment, Mail = Fb'Sxx = 1464.6 Ib -ft DCR=M JMaii = 0.56 < 1
Allowable Shear, Vail = 2/3F„'A = 1710.7 Ib DCR=V„/Vail = 0.36 < 1
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Satisfactory
FV
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Siesmic Loads Check
Roof Dead Load
10 psf
% or Roof with Pv
40%
Dpv and Racking
3 psf
Averarage Total Dead Load
11.2 psf
Increase in Dead Load
4.8% OK
The increase in seismic Dead 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 Scope of Work and Liabilitv
We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -
SCHUMACH ER,MAUREEN. The analysis was according to applicable building codes, professional engineering 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 analysis standards and procedures.
Current
a r,�-,
951-254-5655
Projects@currentrenewableseng.com
http://www.currentrenewableseng.com/
J
YOZ5-1rei,la,J.S+, INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Occunanc /T ,
i
l "pections 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
Inspector Must Sign ALL Spaces pertinent to this project
Foundation InspectionsDate Inspector
Pier Initials Comments
Concrete Encased Ground (CF(;1
Foundation / P.E. Letter
Do Not our Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date Inspector
Electrical Initials Comments
Sewer Service
Plumbing
Do Not Cover Under round or Below/In-Slab Work Prior To Approval Of The A
Rough Inspections Date Inspector bove Ins
Wall Sheathing Initials Comments
Mid -Roof
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date
Landscaping & Parking / Planning Dept.
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
Inspector
Initials Comments
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.
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before
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 g a Certificate
by the Building Division. panty.
electrical low voltage
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
P._., - -_
ons
laty of w neat tuage
.
Residential Roofing PERMIT -201703911
ISSUED:
07/13/2017
tMIT NO: 201703911
EXPIRES:
07/13/2018
class 4
3 ADDRESS: 4025 Newland STDuration
Owens Corning Storm,
3 DESCRIPTION: Residential Re-
sq
tsoof3t0onstall
* CONTACTS ***
(303)961-0605 SCHUMACHER STEPHEN B
021001 Roof Corp
of Metro Denver Inc.
NER
B (303)548-5000 Alan Parkes
UA Unassigned
/
* PARCEL INFO ***
UA / Unassigned
USE:
BLOCK/LOT#:
0 /
)NE CODE:
7BDIVISION CODE: 0403 / CASTLE
ESTIMATED PROJECT VALUATION:
14,498.00
k* FEE SUMMARY ***
FEES
0.00
otal Valuation
304.46
se Tax
283.55
ermit Fee
588.01
* TOTAL **
** COMMENTS ***
k** CONDITIONS *** le installations require an approved for to
2014, asphalt skiing is installed, prior to final
Effective December e percent of the roof covering roved inspection
inspection, conducted when 2ofs P new or overlay) requires an app
approval. Installation of roof sheathing
prior to installation of ANY roof cove ringonenhalf ind is gchlexists. Asphalt eshingles roof eare ace
a exceeding Per shingle. Ice and
or board sheathing with ANY gap with 3 feet above
required to be frequired.toEave and the frake kmetal ismrequiredf A ladderextending
water shield islace is required to be provided for all roof inspections.
the roof eave and secured in P with a licable codes and/or manufacturer inspection
required to comply PP ass a final
P
Roof ventilation is req royal from the
installation instructions, whichever is more stringent. In order o p
roof coverings, a letter of inspection and aPP
of elastomeric or similar typethat "the application of the roof at (project
manufacturer technical representative stating
address) has been appleinstallation instruction for (roof
id in accordance with the to be on site at the time of final
material brand name) roof covering" is required
inspection. the 3rd
art inspection will be required,
ort will be collected at final roof inspection performed by City of
Roof inspections for ROOFS OVER 6/12 PITCH: 3r party
party inspection rep inspection will not be completed.
Wheat Ridge. If report is not available the final insp
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: �201'7 O -51) k
❑ No one available for inspection: Time 1 M
Re -Inspection required: Yes 8
When corrections have been made, call fo ;e -inspection at 303-234-5933
Date: A Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
�(303)
Building Inspection Division
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: L
Job Address:
Permit Number:
❑ No one available for inspection: Time r y ; AM/F)
Re -Inspection required: Yes Ngo,'
When corrections have been made,for re -inspection at 303-234-5933
Date: � t r l T Inspector: �_ !C_--
DO NOT REMOVE THIS NOTICE
�. City of Wheat Ridge
�C Residential Roofing PERMIT - 201703911
PERMIT NO: 201703911 ISSUED: 07/13/2017
JOB ADDRESS: 4025 Newland ST EXPIRES: 07/13/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm, class 4
asphalt shingles - 30 sq
*** CONTACTS ***
OWNER (303)961-0605 SCHUMACHER STEPHEN B
SUB (303)548-5000 Alan Parkes 021001 Roof Corp of Metro Denver Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 0403 / CASTLE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,498.00
FEES
Total Valuation 0.00
Use Tax 304.46
Permit Fee 283.55''"'
** TOTAL ** 588.01 _.
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
"r Residential Roofing PERMIT - 201703911
PERMIT NO: 201703911 ISSUED: 07/13/2017
JOB ADDRESS: 4025 Newland ST EXPIRES: 07/13/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm, class
asphalt shingles - 30 sq
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this_permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and at hwork to b erformedis disclosed i is document and/or its' accompanying
/approved plans and specifications.
Signa O R or C CTOR (Circle one) Date
I. This permit was issued b 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicab�e"o da or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
sbg����
Signature of Chief Building Official r Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett ""A 17 0311
From:
no-reply@ci.wheatridge.co.us
Sent:
Friday, June 30, 2017 1:51 PM
To:
Permits CommDev
Subject:
Online Form Submittal: Residential Roofing Permit Application
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
Property Owner Email
Address
4025 Newland St
Steve Schumacher
303-961-0605
Field not completed.
�fl -q� �, 0�
Do you have a signed
Yes
contract to reroof this
Asphalt
property?
Field not completed.
It will need to be
provided at the time of
30
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Roofcorp of Metro Denver, Inc.
Contractor's License
021001
Number (for the City of
If yes, how many squares
Wheat Ridge)
on the flat roof?
Contractor Phone
303-766-2444
Number
roofing material for this
Contractor Email Address
permits@roofcorpinc.com
Retype Contractor Email
permits@roofcorpinc.com
Address
here on the description of
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
'
Description of Roofing Owens Corning Duration Storm, Class 4 Shingle
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
30
material selected above?
Does any portion of the
NV
property include a flat
roof?
If yes, how many squares
Field not completed.
on the flat roof?
TOTAL SQUARES of all
30� .
roofing material for this
project
Provide additional detail
4:12 pitch
here on the description of
2
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract $1449
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 Victor Aguilar
Email not displaying correctly? View it in your browser.
X,815 S. Colorado Blvd, Ste 240 6890 South Tucson Way
Denver, CO 80222 1 Centennial. CO 80112
(303) 766-2444 OOFCORP
IROf Metro Denver Inc.
�l
Not gust another house... BBB
It's your home! AGREEMENT FOR ROOF INSTALLATION T°
Gold Star Award
A+ Rating
ADDRESS: -�� ��?cr��Ct�u° J� City e' lC,'Zip %3 DATE: "% I�
OWNER: �`f —c/rC�!?%dr2C'I;�' SALES REP:
PHONE: home: � It cell: work/ern SC iC- ?y Ze�e
If this contract is for an insurance or manufacturer defect claim, AGREEMENT SHALL BE CONTINGENT UPON
INSURANCE COMPANY OR MANUFACTURER APPROVAL.
Roofcorp Inc. hereby agrees to supply all materials and labor necessary to install roof as specified below:
✓ New roofing material: manufacturer r)!,,eJcS t��?cc;wr rating: ( color: 2
Remove and dispose of existing _layers of shingles—A—)wood shake other
Install new manufacturer approved underlayments on entire roof Felt grade shall be # s ,C
Remove existing valley and replace. New valley material shall be
✓ New plywood/OSB decking shall shall notbe installed
Remove trash and debris from property and use magnetic sweep for nails.
✓ Replace/install new flashing as required by code.
✓ In addition to manufacturer warranty, Roofcorp will provide ❑ ZJ5 year transferable workmanship warranty.
✓ Upon request homeowner shall receive a written invoice with lien waiver and 5 year roof certification.
Misc items: C� f'. r� `��,% hs„ c Ar, -3 4v11
c
J
t 10 'y
In the event there are hidden layers of existing roofing found, damaged decking is replaced, damaged /deteriorated siding is replaced,
code upgrades are required, or other mist repairs are needed, customer understands that Roofcorp shall submit a supplemental claim
to insurance company and shall be paid full recovered amount of supplemental claim including overhead profit. In the event that
said required additional items are not recovered from insurance company, customer agrees to reimburse Roofcorp for said repairs on
material and labor basis.
Insurance Company/Manufacturer:
Phone: ?Ce�� -3.5-3
S«
ct "`Ll CLAIM # 3113
Type Of Loss LCL /
Adjuster Name: Adjuster Phone #: Email:
Full Replacement Coverage Yes Nox— Actual Cash Value Coverage Yes No _, Code Upgrade Coverage Yes No
Roofcorp hereby agrees to replace roof to above specifications fcf insurance company RCV (Replacement Cost Value)
TOTAL $ / `'`I �t� • TOTAL APPROVED B�i(�1NSURANCE $
Payment terms: Payment is due upon cornpletion and shall be cash or check. In the event the city inspections are delayed,
......+....., -- ..,.....--- ..-. ...... , nn0/ ,.r .....-.+,.....+ ,,..;-- /.., r;.--+ ;..........- -- l." -^I,\ ..,;4.1,;- .1 n A -,. ,. -4:........... I..+:.... .-....-1 L..+I.... -- ..---
T
y
INSPECTION RECORD Occunancv /Type
®°INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
A
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS' -
COMMENTS:
.Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Plumbing (Underground)
Reinforcing or Monolithic
y
Weatherproof/ French Drain
Sewer Service Lines
K
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
-
Water Service Lines
ROUGHS
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Electrical
CONCRETE SLAB FLOOR
-
Electrical (Underground)
Mechanical
Plumbing (Underground)
Roof
y
Heating :(Underground)
Fire. Department
K
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
-
R O W& Drainage
ROUGHS
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Sheathing
* "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY: IS ISSUED. <FINAL INSPECTION BY THE BUILDING DIVISION. DOES NOT CONSTITUTEAUTHORIZATION
- OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.T
Lath / Wall tie
Mid Roof
Electrical. Service
Rough Electric
-
�'
Rough Plumbing
Gas Piping
Rough Mechanical
^`�
ABOVE
INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING
Framing`.
Insulation
r
Drywall Screw
FINALS
Electrical
-
Plumbing
Mechanical
Roof
y
Building Final
Fire. Department
-
R O W& Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
* "NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY: IS ISSUED. <FINAL INSPECTION BY THE BUILDING DIVISION. DOES NOT CONSTITUTEAUTHORIZATION
- OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.T
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ ✓ CITY OF WHEAT RIDGE
/ Building Inspection Division
( (303) 234 -5933 Inspection line
(303) 235 -2855 Office (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: l
Job Address:
Permit Number: _ fir` - 8 > 7
❑ No one available for inspection: Time / _( 8gpM
Re- inspection required: Yes
When corrections have been made, calf for re- inspection at 303 - 234 -5933
Date: Inspector: Z
DO NOT REMOVE THIS NOTICE
of "req>~ City of Wheat Ridge Building Division Date:
' m' 7500 W.29 th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-235-2857 Plan
o Lo.~POO Inspection Line: 303-234-5933
° ° Permit
Building Permit Application
Property Address:
Property Owner (please print) ~T `1 ~j ( h'I C MC,( ~2 c l- Phone:S)Ci( p
Mailing Address: (if different than property address)
Address:
Contractor:
Contractor License Phone:,
Sub Contractors:
Electrical City License Plumbing City License Mechanical City License
Company: Company Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): 'PA - ya~t Construction Value: $
Description of Work: f. (as calculated per the Building Valuation Data sheet)
v~C~t_~ (may
F k n l C~L--O L-LD ` Plan Review (due at time of submittal): $
Sq. FUL. Ft added: Squaresn.'-D BTU's Gallons Amps
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection. - .
CIRLCEONE::U((OWNER)) (CONTRACTOR) or PERSONAL ESENTA f-(O ER} ( ONTRRATOR)
PRINT NAME: sIGNATII Dale: n ✓ I