HomeMy WebLinkAbout010-360-043BUTTE COUNTY
+ DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannot guarantee inspections on the date requested
Office: 530.538.7601 Fax: 530.538.7785 www.ButteCounty.net/dds
Permit No: B17-2022 Issued: 9/5/2017
APN: 010-360-043 '
Address: 210 LITTLE AVE, GRIDLEY
Owner: MURILLO ANTONIO
Permit Type: SOLAR ROOF -RES
Description: Installation of roof mounted solar 2.85kw
AREA
1 -
Flood Zone: None SRA Area: No
SETBACKS for Zon*ng. AG. SRA. P
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road: `
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING'
Ins ection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
] 1 l
Pier/Column Footings:
122
Eufer Ground • - _
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Sign d
Pre -Slab
124
Gas Test Underground/floor
404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin /Under inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathin&
or Slab Until Above Signed
Shearwall/B.W.P.-Interior
134 "
Shearwall/B.W.P.-Exterior -
135
Roof Nail/Drag Trusses
129
Manometer Test
605
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403•
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Plumbing Final
813
Fire Sprinkler Test or Final.
702
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
Blockin /Under inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613 ,
Underground Electric
218
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirtin /Ste s/Landings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
r
Length x Width:
Insignia:
177-7 774-7. 77171-7 7777 77 .777
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final.
702
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
-7 PROJECT FINAL
-rroicci rmm is a i.crnncafe of occupancy for tKesiucnnai vmy)
PERMITS BECOME NULL AND VOID I YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
t� St4L
Carbon monoxide alarms required by Sections R315.1 and R315.2 shall be installed in the
following locations:
1. Outside of each separate dwelling unit sleeping area in the immediate vicinity of the
bedroom(s).
2. On every level of a dwelling unit including basements.
R315.1.5 Multiple -purpose alarms: Carbon monoxide alarms combined with smoke alarms
shall comply with Section R315, all applicable standards, and requirements for 'isting and
approval by the Office of the State Fire Marshal, for smoke alarms.
Butte County's Interpretation of 2013 CRC, Sections 314 & 315 for
Smoke Alarms & Carbon Monoxide Alarms:
Where alterations; repairs or additions exceeding $1,000 in valuation, existing dwellings shall be
retrofitted with smoke alarms and those that have attached garages or fuel -burning appliances shall have
carbon monoxide alarms installed. Existing smoke alarms can be replaced with dual function alarms for
Smoke and Carbon Monoxide and in most cases will comply with the aforementioned code requirements
for Carbon Monoxide Alarms.
DECLARATION OF INSTALLATION UNDER THE PENALTY OF PERJURY
As Owner/Contractor, Uwe affirm and declare under the penalty of perjury, under the laws
of the State of California, by our signatures below as Owner/Contractor, that I/we will
comply prior to final inspection with Items A & B as specified herein:
.A.; Both Owner/Contractor have read and clearly understand the aforementioned 2010
California Residential. Code (CRC) Carbon Monoxide Alarm requirements.
B. Both Owner/Contractor are responsible for installing Carbon Monoxide Alarms prior to
final inspection as per the aforementioned building code and maintaining such
installation. Smoke Alarms will also be installed prior to final inspection as,per the. 2010
CRC.
.Smoke and Carbon Monoxide alarms are now installed in the following locations:
lG»
L Cw'DmiCi
Owner's name (print): -2
Owner's signature: Date:.
Contractor's name (print): hW� SO`�-� CSLB License:
Contractor',s signature: Date: Z l
Project Address' Z1b LiA\,--,A11-e. d\.eA -t Permit #:
Page 2 of 2
Butte County Department of Development Services
`yA PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone (530) 538-7601 Fax (530) 538-7785
www. buttecounty.nettdds
1. Declaration of Installation
for Smoke Alarms and Carbon Monoxide Alarms
FORM NO
DBI -01
The newly adopted 2013 California Residential Code requires the installation of Carbon
Monoxide Detectors in dwelling units and in sleeping units within which fuel -burning appliances
are installed and in dwelling units that have -attached garages. The policy for Carbon Monoxide
Alarms in Butte County states: "Any permit obtained in which the value of work exceeds $1000
associated with a Residential Group R Dwelling Unit or Sleeping Unit shall conform to the
following 2013 California Residential Code requirements for Smoke and Carbon Monoxide
Alarms (Section R314 & R315)."
2013 California Residential Code requirements for Carbon Monoxide Alarms:
R315.1 New construction: An approved carbon monoxide alarm shall be installed in dwelling
units and in sleeping units within which fuel -burning appliances are installed and in dwelling
units that have attached garages.
R315.1.2 Power supply: For new construction required carbon monoxide alarms shall receive
their primary power from the building wiring where such wiring is served from a commercial
source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to
the permanent building wiring without a disconnecting switch other than as required for over -
current protection.
Exceptions:
1. fn dwelling units where there is no commercial power supply the carbon monoxide alarm may be solely
battery operated.
2. In existing dwelling units a carbon monoxide alarm is permitted to be solely battery operated where
repairs or alterations do not result in the removal of wall and ceiling finishes
or there is no access by means of attic, basement or crawl space
R315.1.3 Interconnection. Where more than one carbon monoxide alarm is required to be
installed within the dwelling unit or within a sleeping unit the alarm shall be interconnected in a
.manner that activation of one alarm shall activate all of the alarms in the individual unit.
Exception:
1. Interconnection is not required in existing dwelling units where repairs do not result ir`the
removal of wall and ceilinct finishes, there is no access by means of attic basement or crawl
space, and no Previous method for interconnection existed
R315.2 Where required in existing dwellings: Where a permit, is required for alterations,
repairs or additions exceeding one thousand dollars ($1,000), existing dwellings or sleeping
units that have attached garages or fuel -burning appliances shall be provided with a carbon
monoxide alarm in accordance with Section R315.1. Carbon monoxide alarms shall only be
required in the specific dwelling unit or sleeping unit for which the permit was obtained: r`
R31.5.2.6 Alarm requirements: No person shall install, market, distribute, offer for sale or sell
any carbon monoxide device in the State of..Califomia unless the device and instructions have
been approved and listed by the State Fire Marshal I ,
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SYSTEM SIZE - 2.850KW DC/ 2.300KW AC w
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MURILLO RESIDENCE MODULE TYPE & AMOUNT - (10) JINKO SOLAR JKM285M-60B �n a<Z
DO
MODULE DIMENSIONS DO
- (UW/H) 64.97in/ 39.06in/ 1.57in W w cai >_
210-LITTLE AVE INVERTER- (10) FNPHASF Infi-nn-2-i15 0 �gz
G R I D L EY, CA 95948 "INVERTER(S) USED IN THIS DESIGN IS/ARE COMPLIANT WITH CEC 201.690.12 (RAPID SHUTDOWN). SEE MANUFACTURER DATA SHEET.
INTERCONNECTION METHOD - CENTER FED
` GOVERNING CODES SHEET INDEX:
.:M • 1
`� •4�r.Ji- ��• ALL WORK SMALL CONFORM TO THE FOLLOWING CODES PV 0.0 -COVER SHEET
# ^1 # i • 2016 CALIFORNIA BUILDING CODE PV 1.0 - SITE PLAN
4 •I 2016 CALIFORNIA ENERGY CODE PV 2.0 - MOUNTING DETAIL 0
1 11lr ' I r+ • 2016 CALIFORNIA ELECTRICAL CODE PV 3.0 - FRAMING DETAIL •
1 �: ! • 2016 CALIFORNIA FIRE CODE E 1.0 - 3-LINE DIAGRAM o
— 2016 CALIFORNIA GREEN CODEc
E 2.0 - NOTES �
.0 2016 CALIFORNIA MECHANICAL CODE E 3.0 -WARNING LABELS /`
'
• _2016 CALIFORNIA PLUMBING CODE E 4.0 - WARNING LABELS CONT. •`�
•+:.2016 CALIFORNIA RESIDENTIAL CODE E 5.0 - ELECTRICAL PHOTOS
!! ANY OTHER LOCAL AMENDMENTS
E 5.1 -ELECTRICAL PHOTOS CONT.
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A PHOTOVOLTAIC MOUNTING RACK INSPECTION MAYBE REQUIRED PRIOR TO PANEL INSTALLATIONS
+ ANY MODIFICATIONS TO THE EXISTING ROOF AND/OR PLUMBING DRAIN, WASTE, AND/OR VENTS AR TO COMPLY WITH THE 2016 SHEET
.My -NUMBE
CBC/CPC R:
;, - _ -- - y -'�.• ALL EMT CONDUIT FITTINGS SHALL BE LISTED AS WEATHERPROOF FITTINGS _
.THE BACKFEED BREAKER SHALL NOT BE MARKED FOR "LINE" AND "LOAD" MARKINGS'
CONDUIT RUN THROUGH THE ATTIC OR UNDER EAVES DENOTED WITH DASHED LINES ON SITE PLAN
r SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED, PURSUANT TO SECTIONS R314 AND R 315 OF THE CRC . a
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COMP SHINGLES ROCK -17 COUPLING
MID CLAMP
• �' "" _'.�'�y,
ROCK -IT COUPLING
2 •�'' X12^ J`w:�C :-: .t:y. MIO CLAMP
' ROCK -IT COUPLING •• -., �'�.�,_ ^.1:�:.'.,;>1e;.`�,h =
MID CLAMP PV 2.0 ••�y'�. fJ�^: �y';::Y :t+'; �;-:i:t;r�G -•
. , , ® "i�:;i?,#y;'<�a �•� 'di..:`;,{,y`r,>, ROCK -IT COUPLING SHELF
ROCK -IT- ROCK -IT SLIDE SHIP LAP ,
PEDESTAL METAL FLASHING ROCK -IT
t
TIE PLATE 5/16'x1 1/2' COUPLISOMETRICVIEWHEX FLANGE BOLT
MEXFNGOLTSIDE VIEW300 SERIES SS ISOMETRIC VIEW
300 SERIES SS
COMPSHINGLES
(1)5116^x41R'SSLAGSCREW
70ROUE=1322 FT{BS. IDE VIEW
1 ROCK -IT MOUNT 2 ROCK -IT COUPLING ASSEMBLY
PV' 2.O NOT TO SCALE PV Z O NOT TO SCALE TOP VIEW
CLAMP tATTACHMENT CLAMP *ATTACHMENT
- PERMITTED COUPLING
CANTILEVER L13 OR LESS - COUPLING CLAMP SPACING
=MAX 48' (4'
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COUPLING CLAMP I I I RAFTER MODULE I IF
ROCK -IT SLIDE
' MODULE I
METAL MODULE 1
FLASHING EP,
BONDED WASHER RAFTER RAFTER
FORMS WATERTIGHT SEAL
L=LANDSCAPE CLAMP SPACING
L 4 _APV SYSTEM MOUNTING DETAIL / � MODULES IN PORTRAIT/LANDSCAPE L=PORTRAIT
w2.0 no, TO sum w2.0
NOT TO SCA�e CLAMP SPACING
COMP SHINGLES
_ �
211 MIN 3' MIN AND 6' MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
' ONE HOLE STEEL STRAP CONDUIT
sns•,ca yr
t SS LAG SCREW
.TORQUE=13x2 F"f{gS' - - PV MODULE, TYP. MOUNT PV 3.0 O �
TO FRAMING OF EXISTING CONDUIT MOUNT BRACKET
- � - ROOF TYPE, PARALLEL
. .. 6' MAXYITIdIR OF ROOF ..
" SECTION VIEW •
FLASHING OR TILE STRAP
3 SECTION VIEW :
PV 2 G NOT TO SCALE '/ \PV ARRAY TYP. ELEVATION ��I
CONDUIT MOUNTING DETAIL
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MID CLAMP
• �' "" _'.�'�y,
ROCK -IT COUPLING
2 •�'' X12^ J`w:�C :-: .t:y. MIO CLAMP
' ROCK -IT COUPLING •• -., �'�.�,_ ^.1:�:.'.,;>1e;.`�,h =
MID CLAMP PV 2.0 ••�y'�. fJ�^: �y';::Y :t+'; �;-:i:t;r�G -•
. , , ® "i�:;i?,#y;'<�a �•� 'di..:`;,{,y`r,>, ROCK -IT COUPLING SHELF
ROCK -IT- ROCK -IT SLIDE SHIP LAP ,
PEDESTAL METAL FLASHING ROCK -IT
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MEXFNGOLTSIDE VIEW300 SERIES SS ISOMETRIC VIEW
300 SERIES SS
COMPSHINGLES
(1)5116^x41R'SSLAGSCREW
70ROUE=1322 FT{BS. IDE VIEW
1 ROCK -IT MOUNT 2 ROCK -IT COUPLING ASSEMBLY
PV' 2.O NOT TO SCALE PV Z O NOT TO SCALE TOP VIEW
CLAMP tATTACHMENT CLAMP *ATTACHMENT
- PERMITTED COUPLING
CANTILEVER L13 OR LESS - COUPLING CLAMP SPACING
=MAX 48' (4'
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COUPLING CLAMP I I I RAFTER MODULE I IF
ROCK -IT SLIDE
' MODULE I
METAL MODULE 1
FLASHING EP,
BONDED WASHER RAFTER RAFTER
FORMS WATERTIGHT SEAL
L=LANDSCAPE CLAMP SPACING
L 4 _APV SYSTEM MOUNTING DETAIL / � MODULES IN PORTRAIT/LANDSCAPE L=PORTRAIT
w2.0 no, TO sum w2.0
NOT TO SCA�e CLAMP SPACING
COMP SHINGLES
_ �
211 MIN 3' MIN AND 6' MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE
' ONE HOLE STEEL STRAP CONDUIT
sns•,ca yr
t SS LAG SCREW
.TORQUE=13x2 F"f{gS' - - PV MODULE, TYP. MOUNT PV 3.0 O �
TO FRAMING OF EXISTING CONDUIT MOUNT BRACKET
- � - ROOF TYPE, PARALLEL
. .. 6' MAXYITIdIR OF ROOF ..
" SECTION VIEW •
FLASHING OR TILE STRAP
3 SECTION VIEW :
PV 2 G NOT TO SCALE '/ \PV ARRAY TYP. ELEVATION ��I
ROOF SECTION 1 FROM PV '1.0
MEMBER SIZE:
TRUSS 2x6 AT 24" O.C.
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VISIBLE LOCKABLE
'KNIFE'ArC
DISCONNECT
A/240V UNFUSED
. NEMA3 OR
EQUIVALENT
' 20A
SA
t .20A
Inverter: Enphase
IQ6.60-2-US -
' Envoys
Pick
PVCIrcuIt1:10 1 2\ o mer an nVRY' 40V Continuous, 2e
Modules / 1LJ
protection max 60A breaker on combiner ouput;,
Parallel n - with lO KaC circuit breakers '
NEMA4 Junction Box with Irreversible '
Ground Splice(TYP)
Conduit Conductor Schedule (ALL CONDUCTORS MUST BE
Description
Photovoltaic System "
R of Conductors/(
1 Enphase Engage Cable THWN-2
DC System Size (Watts) 2850
1 2
•
1 Bare Copper Ground(EGC/GEC)
AC System Size (Watts) 2300
1 BARE
2THWN-2
odule/Inverter Count 10
1 2
/yam
RAWr:
11rR1,11,
AT 3/4"
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AT 3/4"
Existing Module Information:
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Type: YL265P.29b
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Existing PV Combiner Panel Existing Inverter Information:
Type: M215.60 -21.L -522 -IG
count 41
VISIBLE LOCKABLE
'KNIFE'ArC
DISCONNECT
A/240V UNFUSED
. NEMA3 OR
EQUIVALENT
' 20A
SA
t .20A
Inverter: Enphase
IQ6.60-2-US -
' Envoys
Pick
PVCIrcuIt1:10 1 2\ o mer an nVRY' 40V Continuous, 2e
Modules / 1LJ
protection max 60A breaker on combiner ouput;,
Parallel n - with lO KaC circuit breakers '
NEMA4 Junction Box with Irreversible '
Ground Splice(TYP)
Conduit Conductor Schedule (ALL CONDUCTORS MUST BE
Description
Wire Gauge
R of Conductors/(
1 Enphase Engage Cable THWN-2
12 AWG
3(1-1, L2, G)
1 Bare Copper Ground(EGC/GEC)
6 AWG
1 BARE
2THWN-2
10 AWG
2(1L11L2)B/R
J TI4WN-J-11--A
RAWr:
11rR1,11,
Rapid Shutdown
Disconnect, Square D
DU221118, 240W30A,
Unfused, NEMA3, of
equivalent
Vis a oc a e Knife'A/C Minimum GEC size
Disconnect AWG copper
NUMBER:
W-4
W
onduit Type Conduit Size
fA-Free Air N/A -Free Air
fA-Free Air N/A -Free Air
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Existing 240V/200A
SHEET
Service Panel, Single
Phase, with 150A Main
NAME:
Disconnect ,
NUMBER:
W-4
W
SOLAR MODULE
Enpnese I.._...IO6-60-2-US. __ ..
MICRO -INVERTER AT
EACH MODULE. ATTACHED
WITH ECOLIBRIUM SOLAR
HARDWARE
#6 BARE CU GROUND
(ATTACHED TO FIRST MODULE IN
ARRAY). BALANCE OF ARRAY _
GROUNDING CONNECTIONS
MADE THROUGH ARRAY
HARDWARE
MICROINVERTER CONNECTION
TO ENGAGE TRUNK CABLE —
Inverter Make/Model 146 -60 -2 -US
Max. .DcVolt Rating
-48
Volts
Max. Power at 40 C
230
Watts
Nominal AC Voltage
240
Volts
Max. AC Current
0.96.
Amps
Max. OCPD Rating
20
Amps
-Max. Panels/Circuit
16
15
Short Circuit Current
15
Amps
Inverter Make/Model M215.60-2LL-522-IG
Max. Dc Volt Rating
45
Volts
Max. Power at 40 C
215
Watts
Nominal AC Voltage
240
Volts
Max. AC Current
0.9
Amps
Max. .00PORating
20
Amps.
Max. Panels/Circuit
17
15
Short Circuit Current
15
Amps
PV Module Rating @ STC
9.6
Module Make/Model
JKM285M-60B
240
Max. Power -Point Current (Imp)
8.9
Amps
Max. Power -Point Voltage (Vmp)
32
Volts
Open -Circuit Voltage (Voc)
38.7
VOlts
Short -Circuit Current (Isc)
9.65
Amps
Max. Series Fuse (OCPD)
15
Amps
Nom. Max. Power at STC (Pmax)
285
Watts
Max. System Voltage
1000 V DC (UL)
duty uprated output current.
Voc Temperature Coefficient
-0.29
%/C
AC Output Current According to art. 690.8(8)(1)
9.6
1 Amps
Nominal AC Voltage
240
1Volts
THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR)
Rooftop conductor ampacities designed in compliance with art.
690.8, Tables 310.15(B)(2)(a),310.15(B)(3)(a), 310.15(8)(3)(c),
310.15(8)(16), Chapter 9 Table 4, 5, & 9. Loacation specific
temperature obtained from ASHRAE 2013 data tables.
ASHRAE2013-
Highest Monthly 2% D.B. Design Temp.: 38.7 °C
Lowest Min. Mean Extreme D.B.: -3.8 °C
PV Module Rating @ STC
Module Make/Model
YL265P-29b
- Wire gauge calculated from art. code 310.15(8)(16) with ambient temperature calculations from
Max. Power -Point Current (Imp)
8.7
Amps
Max. Power -Point Voltage (Vmp)
30.5
Volts
Open -Circuit Voltage (Voc)
37.8
Volts
Short -Circuit Current (Isc)
9.18
Amps
Max. Series Fuse (OCPD)
15
Amps
Nom. Max. Power at STC (Pmax)
265
Watts
Max. System Voltage
1000 V (IEC) / 600 V (UL)
duty uprated output current.
Voc Temperature Coefficient
-0.32
1
Other Notes -
• Designed according to, and all code citations are relevant to, the CEC 2016.
• Utility Service Provided by PGE -
• No batteryyback-ups are tied to the designed inverter(s).
• Inverter(s) used in this design is/are compliant with 690.12 (Rapid Shutdown). See manufacturer data sheet
• Array grounding and bonding designed in compliance. with 690.47(C)(3).
Conductor Calculations
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Breakers sized according to continuous duty output current. PV circuit nominal current based off H
- Wire gauge calculated from art. code 310.15(8)(16) with ambient temperature calculations from
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art. 310.15(2)(a).
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Circuit #1 = 10 modules, Output Current w/ continuous duty = 12 < 20A Breaker
For "On Roof' conductors we use the 90°C column ampacity, 0.5"-3.5" off -the -roof temperature
v
adjustment from 310.15(B)(3)(c), and raceway fill adjustments from 310.15(8)(16).
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For "Off Roof' conductors we use the 75°C column ampacity, or the 90°C column ampacity with
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the relevant ambient temperature and raceway fill adjustments, whichever is less.
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The rating of the conductor after adjustments MUST be greater than, or equal to, the continuous
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duty uprated output current.
Calculation Example - Wire Rating (90°C) x Ambient Temperature Adjustment x Conduit Fill
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Adjustment >= Continuous Duty Output Current
(On Roof, Tag 2): 10 gauge wire rated for 40 A, 40 A x 0.65 x 1 (2 Conductors) = 26A>= 12 A
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OCPD Calculations
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Breakers sized according to continuous duty output current. PV circuit nominal current based off H
¢
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of modules per Circuit X (1.25(art. 210.19(A)(1)(a))) X (0.96 Max AC current per micro -inverter)
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Circuit #1 = 10 modules, Output Current w/ continuous duty = 12 < 20A Breaker
I. -
system output current w/ continuous duty = 12 < ISA (System OCPD)
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a Main Service Panel Signage . r `• f
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_
(Installed on the Face of the Service Meter)
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W m
SHOCKELECTRICAL ,
Per 690.54, 690.56(8), & 705.10
o'
•IF A - • . • ,
Note: Roofline-placard needed unless PV disconnect is not at the
-NORMALLY GROUNDED CONDUCTORS
same location as the main service
MAY BE UNGROUNDED AND ENERGIZED
• Combiner Boxes, J -Boxes, Disconnects, Devices, & _
• _
' Inverters In Un -Grounded Systems Per 690.35(F) (String
• • • • • , • • 1
,
systems)
WARNING
a -i 4 q#121• . •+ • o
' SHOCKELECTRICAL HAZARD
THE OC CONDUCTORS OF THIS
..
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
�
O
- -Conduit, Racewa s, and 1 -Boxes Labeled Eve 10'
AC Disconnect and Any Load Centers (Combiner Panel)'
WARNING: POWER
•
.�. ,
- . Per 690.17(E) & 705.12
_
•
m
AC DISCONNECT
•
SECOND SOURCE IS A PHOTOVOLTAICRATED AC OUTPUT CURRENT: 9.6 A
F } -
.6
RATEDPHOTOVOLTAIC
AC OUTPUT
NOM. OPERATING AC V• 240 V
'
DC Disconnect Per 690.17
• • • ,
• - „ .
'
d
v
U
WARNING
ELECTRICAL SHOCK HAZAR
a , • NOTTOUCH TERMINALS. TERMINALS ONI
BOTH THE LINE AND LOAD SIDES MAY BE
.. -
WARNING•r
ELECTRICAL SHOCK HAZARD
,• ••
p
V
ENERGIZED •POSITION-
-
•
- BOTH THE LINE AND LOAD SIDES MAY BE
n
Ca
Inverter Output Connection (Solar Breaker) at
ENERGIZED IN THE OPEN POSITION
-
o '"
=
' Main Service Panel Per 705.12
- -
- _
m
WARNING
INVERTER OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRIENT DEVICE
.. -.
.
Ol
Rapid Shutdown Per 690.56(C)
Rapid Shutdown Disconnect Per 690.12(5) Installed On AC Disconnect - t
-' .7 ti -
z z
N
PHOTOVOLTAIC .
- . . • • • • •
_ ... • F �!. f..
SHEET
•
WITH RAPID SHUTDOWN
_ ,;,.
4•
_
NAME:
_
44*
,!
Va
P.
T
'C -
SHEET r
". • ti -' t • - •,r. s, - . •F•,- - it - .. .
`�
r
s ♦ .. .
_ „�,•
NUMBER:
.t ..
�?� _ _,t. _ i.• ..
r
`.
' . ALL STICKERS DESCRIBED HERIN SHALL•BE MADE OF WEATHERPROOF
ADHESIVE, THEY SHALL BE REFLECTIVE, THEY SHALL CONTAIN NO
•s.
r ' M
-
SMALLER THAN 3/8" WHITE ARIAL'FOIN TEXT' AND HAVE A RED BACKGROUND UNLESS OTHERWISE DEPICTED OR DESCRIBED.
+ !r
"
r
tii
CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED WARNING: DUAL POWER SOURCE n WARNING WARNING
1 4 9 12
Property of Vivint Solar SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD
- --" MAIN BREAKER DE -RATED TO •'• DUE TO SOLAR '" RATED AC OUTPUT CURRENT: ••• A - IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE
- CIRCUITS NOM. OPERATING AC VOLTAGE: ••• V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED
v G
2 MAX OF ***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAYBE UNGROUNDED AND ENERGIZED Property of Vivint Solar
a
g X
- -- DO NOT INCREASE MAIN BREAKER RATING WARNING: PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER
5 13
o
o
W >
Property of Vivint Solar Property of Vivint Solar
P Y WARNING SOURCE AND DISCONNECT LOCATIONS. PLACARD
10
o-
3 WARNING PHOTOVOLTAIC AC DISCONNECT INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL
ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT: "' A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL (only when necessary)
DO NOT TOUCH TERMINALS. TERMINALS ON BOTH 6 NOM. OPERATING AC VOLTAGE: ••• V Property of Vivint Solar Property of Vivint Solar
THE LINE AND LOAD SIDES MAY BE ENERGIZED IN - "- Property of Vivint Solar PHOTOVOLTAIC POWER SOURCE DC DISCONNECT
11 14 disconnect
THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID RATED MAXIMUM POWER POINT CURRENT (IMP) ••• A PV rapid shutdown
Property of Vivint Solar 7 SHUTDOWN - RATED MAXIMUM POWER POINT VOLTAGE (VMP) • V placard indicated on E.3
- Property of Vivint Solar MAXIMUM SYSTEM VOLTAGE (VOC) -V
PHOTOVOLTAIC DC DISCONNECT SHORT CIRCUIT CURRENT (1SC) •••A
(a
O
8 Property of Vivint Solar Property of Vivint Solar
O
N
•" - value calculated for each
for specific value see the
4p:account,
C
- previous warning label page
m
•� m
v
v
11 14 4 7
ROOFTOP ARRAY $ 12 6 6 6 2 4 13 IF APPLICABLE`"
-i
EVERY 10'AND _ _ _
a
WITHIN 1' OF
o
v
ELBOWS �• y'?" r0z 3 9 3 5 3 5 5 3 5 1 O 1 2
o m
ca
d
5 "0 ", 5
MICRO -INVERTER
SYSTEMS O M
Z
"'
DC
w
9 DISCONNECT
INSIDE
? ?
5
SHEET
_ _
[OR]
- - - - -
NAME:
- VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLE SUB PANEL MAINSERVICE
SOLAR INVERTERS COMBINER PANEL
12 (UNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT WHEN REQUIRED) ISCONNECT PANEL
5
STRING -INVERTER BOX INTEGRATED WITH (WHERE REQUIRED) 10 gD
C u
`m
ARRAY) TYPICAL SOLAR GENERATION INSTALLATION INSIDE PANEL
m na
SYSTEMS
(NOTALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) -
3 .3 a
SHEET
NUMBER:
ALL STICKERS DESCRIBED HERIN SHALL BE MADE OF WEATHERPROOF
THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT (DC) CONDUIT, ENCLOSURES, RACE -WAYS, CABLE
ADHESIVE, THEY SHALL BE REFLECTIVE, THEY SHALL CONTAIN NO
ASSEMBLIES, JUNCTION BOXES COMBINER BOXES, AND DISCONNECTS TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS
SMALLER THAN 3/8' WHITE ARIAL FONT TEXT, AND HAVE A RED
SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (3048 MM), WITHIN 1 FT (305MM) OF TURNS OR BENDS AND WITHIN 1 FT (305 MM), ABOVE
4*
BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED.
AND BELOW PENETRATIONS OF ROFF/CEILING ASSEMBLIES, WALLS OR BARRIERS
ui
iAl >
j+n N
1�•f j�ro � �.
' � r
�tii� • C i -
m'44
fY
i
7. l kyr?•: s s .t r yy`�y�
=N =N INSTALLER:MINTSOLAR MURILLO RESIDENCE
E 5.0 m m ELEC. M INSTALLER NUMBER: 1.877.404.4129 �'�/'�� sol �^ ~ PHOTOS ~ v • s os 210 LITTLE AVE
A GRIDLEY CA 95948
DRAWN BY: PD S: 5807092 Last Modified: 813012017 UTILITY ACCOUNT NUMBER: 25206508290
r
-
(f�� a`
pp1 I�tj�`•" iii•'! 11^' s ? .C,+d r �f SvJ: f 7*(! `Y sa "IJSC�1 c'i f::t i���+-•�
-�{i �!
•� w1� aft^
at;,rt(f Mj� ���`-� °i���•t.j 6y:� '`�;5•. ;+�ss "K = .
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lr . •
a . } TJi . �7 t :i'�!� a. � �1��:
If.,+3 titt
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v ... � ... '^'�'-4.��.-%�•� .,tis..-•��Y�-
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Li -w p O
ObS'I So
Z�
mm
z n
ELEC. r9m
INSTALLER:VIVINTSOLAR
b'v'nt 5olar
MURILLO RESIDENCE
INSTALLER NUMBER: 1.877.404.4129
E 5.1 r^
PHOTOS ~j
v v
210 LrrrLE AVE
GRIDLEY, CA 95948
DRAWN BY: PD S: 5807092
I Last Modified: 813012017
UTILITY ACCOUNT NUMBER: 25206508290
www.jinkbsolar.com'`
PERC
- I
• 1 •
KEY FEATURES ,
laoov High Voltage 1 `
1500V 1000v slondard: 1500 " oolion lowers BOS costs or d yields better LCOE
t
I�I�I Innovative Solar Cells
Four busbor cell technology improves module efficiency ,ry
e' PID -Free
noun+: World's lsl PID -Free module ot8SC/85%RH
Low -Light Performance
New glass technology improves light obsorptim and retention f
raw uan
+r++ Strength and Durability
saoo'w Certified For high snow (540OPo) and wind (240Pol loads 6 • -' 1 '
-3 - - -
Weather Resistance
0�"
_ tamnalrr Certified for salt mist and ammonia resistance '
a.
LINEAR PERFORMANCE WARRANTY
10 Year Product Warranty • 25 Year Linear Power Warranty
`• IS09001:2008 Quality Slandards
•y • IS014001:2004 Environmental Standards : ..� ..
_ • OHSAS18001 Occupational Health 8 SafelyStandards Linear pedwmance wananty
100% -
Nomenclature: - ° 97" AdoY1 standard padonnonce warranty
y
JKM300M = 60 _ 95% O/'vorue
coda Fmerckandet+Code Certification - 90% /�m Jrnk
mBa0 •SO -
'.F`� d N tarsgneor ,
rn41' BlecklYvhila null 1000v '
9 t emck a ack v so
Jf 1.2!1fy '
r2. - 25 Years - y
4•ry
LISTED '
rine'+4i enng _W_'awings ' _gS7__'"'t „ir -rte Tii-'.,T.'1.+.!M•,�
EfigDr_
e92VY 13996'1
Packaginy Configurations
Two boxes -one pallet t
26pcs/ box , 52pcs/pallet. 728 prs/40'HQ Container
r
Eiic tic l Petforrnan S Temperattfre Qependence
Curtant•Voltage 9 Powcr•Valtage
Curves (290W1
Tamperaturo Depandencu
of Isc.Vac,Pmax
Voltayef Vj • :elllwr�ptfntuie(:
Cell Type
Mono -crystalline PERC 156x 1561mn (6 inch)
a
�~~ r •60
Nn of rells
(fix 10)
Dimensions
1650.992,40nun (64,97.39.06,1,57 inch)
Weight
- 19.0 kg (41 9 lbs.)
Front Glass
3.2mm, Hlgh Transmisslon, Low Iron,
-
AR Coat ng Tempered Glass �- s
Frame
Anodized Aluminium Alloy
)unction Box
IP67 Rated
Output Cables
. 12 AWG, Length:900mm (35,43 inch) _
Fire type
Type 1
- i
SPECIFICATIONS
Module Type JKM28OM-60-V JKM285M-60-V JKM29OM-60-V JKM295M-60-V JKM300M-60-V - c
j ;f iy s. t_^� ' giti%,ter? ' STS .� N_ STC�'� N�OCT: STC ay NOR STC NOCT :;STC NOGr�
Maximum Power (Pmax) 280Wp 209Wp 285Wp 212Wp 29DWp 216Wp 295Wp 224Wp 300Wp227Wp
..i.�...31t8V•. 129:7V-k`..yN92V�w 29�9V 32.2V,....,302V a,..`,'324V':;. 30:6V'- 32.6V 30.8V•',w
Maximum Power Current (Imp) 8.81A 7.01A 8,9A 7.12A 9.02A 7 15A 9,1A 7-32A 9,3A 7,4A -
�''� +'- ''` 38.BV'••362V-..:387V-, 36.4V"YTx39.5VT'�388V,,�r39;7V, 3T/, 40:3Y; 9F2V
r•.....:_..r`y«- �..:A�;z'-�.+:,--"`.r+--e:-�..+.--__.nor, ,�ec.-. ......::_.,...+f -'Y_ ..«;r�a -
Short-circuit Current (Isc) 9.49A 7 62A 9.51A 7.72A 9.55A 7,81A 9.61A 8.01A 9:83A 8,12A •t
•�=-.,w�..��.; �.:«�.C'�"'.at�',i _ _ ` 1�'Z�;1.19'''`�':. �f«::�17.41.Wo � ::�"4 �}7J2%. .. -..' 18:02°/. ' � 18.33'.
Operating Temperature(`Cl 40'C -+85"C
Maximum system voltage -, •� { tr. �' 1500VDC(UL)'�i .,. Tr+.F,
- rte+
Maximum series fuse rating 15A
Power tolerance - - _ +-*--' �... 0_+3u/ '.4r �1---�^ fir+- ► i `5 .` r,
Temperature coefficients of Pmax - 0,39°%1'C
..rtee^[^ - •' .. .�-a 1-.. •- -� (S T: ...+.,+ti
atur
Tempere cofficients of Voc -0.29%PC- �
Temperature coefficients of Isc 0.05%rC
No'min'al operating cell temperatu
•
STC: :6?' Irradiance 1000W/m2 ;•. Cell Temperature 25`C "�'~ AM, 1:5
i
1 NOCT: :WE=lrradiance 800W/M2 ,�Ambient Temperature 20°C ! AIV)=1.5 - Wind Speed 1m/s
• Power measurement tolerance: t 3%
i
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
@ Jir.ko Solar Co,. Lid. All rights reserved specifications included in this datasheet are subject to change without notice.
US-MKT-300M-00-V_v1',0 rev2017
Enphase 1,ticrainvertprs
Enphase
IQ 6 and IQ 6+
Microinverters
Designed for higher powered modules, the smart grid -
ready Enphase IQ 6 Micro'"' and Enphase IQ 6+ Micro"
are built on the sixth -generation platform and achieve
the highest efficiency for module -level power electronics
and reduced cost per watt.
Part of the Enphase IQ System, the IQ 6 and IQ 6+ Micro
integrate seamlessly with the Enphase IQ Envoy',
Enphase IQ Battery'", and the Enphase Enlighten -
monitoring and analysis software.
The IQ 6 and IQ 6+ Micro are very reliable as they have
fewer parts and undergo over 1 million hours of testing.
Enphase provides an industry-leading warranty of up to
25 years.
Easy to Install
Lightweight
Simple cable management
Built-in rapid shutdown (NEC 2014)
Productive
Optimized for high powered modules
Supports 60 and 72 -cell modules
Maximizes energy production
Smart Grid Ready
Complies with fixed power factor, voltage and
frequency ride -through requirements
Remotely updates to respond to changing
grid requirements
Configurable for varying grid profiles
Enphase 1Q b and IQ b+ Microinverters
INPUT DATA (DC)
IQ6-60-2-US AND IQ6-60-5-US
IQ6PLUS-72-2-US AND IQ6PLUS-72-5-Us I
Commonly used module pairings'
195 W - 330 W +
235W -400W+
Module compatibility
60 -cell PV nodules only
60 -cell and 72 -cell PV rnudules
Maximurn input DC voltage
48 V
62V l
Peak power tracking voltage
2 / V - 3 / V
2/ V- 45 V
Operating range
16 V - 48 V
16 V - 62 V
Min/Max start voltage
22 V / 48 V
22 V / 62 V
Max DC short circuit ourrenl (module Ise)
15A
15 A i
Overvoitage class DC port
II
II
DC port backfeed under single fault
0 A
0 A
PV array configuration
1 x 1 ungrounded array; No additional DC side protection required;
AC side protection requires max 20A per branch circuit
OUTPUT DATA (AC)
IQ6-60-2-US AND IQ6-60-5-US
IQ6PLUS-72-2-US AND IQ6PLUS-72-5-US
Peak output power
240 VA
290 VA
Maximum continuous output power
230 VA
280 VA
Nominal voltage/range'
240 V / 211-264 V 208 V (10) / 183-229 V 240 V / 211-264 V 208 V (l(D) / 183-229 V
Norninal output current
0.96 A 1.11 A
1.17A 1,35 A
Nominal frequency •
60 Hz
60 Hz
Exhl ilded fieyuency range
47-68 Ht
47-68 Hz
Power factor at rated Dower
1.0
1.0
Maximum units per 20 A branch circuit
'16 (2.40 VAC)
13 (240 VAC)
14 (single -Phase 208 VAC)
11 (single-phase 208 VAC)
Overvoltagc class AC port
III
111
AC port backfeed under single fault
0 A
0 A
Power factor (adjustable)
0.7 leading..,. 0.7 lagging —
03'leading:_ 0.71agging
EFFICIENCY
@240 V x1208 V (10)
@240 V !_x1208 V (lm)
CEC weighted efficiency
97.0' 96.5°4
_97,0;% t, _ 96.5%,
MECHANICAL DATA
r
Ambient tem perature. range__ _ f402Cso+6520
Relative humidity range
4% to 100% (condensing)
Connector type
MC4orAmphenolH4UTX
Dimensions (WxHxD)
219 mm x 191 mm x 37.9 mm (without bracket)
Weight J
1.5 kg (3:3 lbs)
=:moi,: _.•� ' "
=..r•
`..�es.3:•�i'i+w.....�i+-�""AiM..
Cooling
Natural convection - No fans
...j'-Yw� �. - r..�
Approved for locations -�
Yes. r _ _
"�♦.",.�.=� -=" `"=fit' '�
Pollution degree
PD3
Environmental category/ UV exposure rating;
`Outdoor - NEMA 250; type -6 (IP67)• - -
FEATURES
-Communication
Power line �
-
Monitoring
Enlighten Manager and MyEnlighten monitoring
options-
ptions
Compatible
Compatible with Enphase IQ Envoy
Compliance - =-, ` �3» «�» w UL 62109 1 17L1741'/IEEE1547.FCC ParTl5iClass
B,!ICES 0G03 Class B;'w-"p^ j,**
CAN/CSA,-.C22,.2 NO107.1-01 _ .
t _ 7—
a
This product is UL Listed as PV Rapid Shut Down Equipment and conforms wnh NEC -2C14 �ain d
NEC -2017 section,69012 and C221 2015,Rule 64 21'8 RapidShutdowwof PV Systems foHACat
✓and0C'conductors when installed according
u facturers instruction
..
.manu..
.� _
1. No enforced DC/AC ratio. See the compatibility calculator at enbbaae,coml-n•uc/c64ort-/rr
6dule•corri`atip�ty.
2. Nominal voltage range can be extended beyond nominal if required by the utility-
,
To learn more about Enphase offerings, visit enphase.com ^^
, 2017 Enphase Energy, .all rights reserved, All t-ademadrs.cr brands used are the property of Enphase Energy, Inc, v E N P H A S E,
2017-03-15
7--;
V
. 1
D
00� EcoFasten Solae
Committed to the connection
Contents
Pg. 1.......................................................:....................................................................................... Assets of Design
Features
System Components
Pg. Z -........ ..................................................................... ........................... Rock -It 2.0 Mount Assembly
Rock -It 2.0 Coupling Assembly
Pg, 3........................................................................................................ Rock -It 2.0 Hybrid Mount Assembly
Rock -It Clip SS Assembly
........................... .......................................................................................................................... Array Layout
GreenFasten Flashing Install
Pg. 5 ............................. ......................................................... .......................................... Rock -It System 2.0 Install
Pg. 6...................... I ........... .-:.....................-------............_...............__..... Ground Lug Install
Rock -It Clip SS Install
Pg. 7.11 ..........:. .................... ;................................................ ....... ................... ................ Standoffc
Spacing Tables
Snow Load 0-20 psf
Snow Load 21-30 psf
Snow Load 31-40 psf
Snow Load 41-50 psf
Snow Load 51-60 psf
Pg. 12 ....:.......... ........_......,... ^.................... .............. ,...,.......................................................
n n
Grou ding I formation.
Bonding Assembly and Bonding Path.
P& 13 - Thermal Expansion and Bonding
Bracket Spacing
Staggered Layout
Cantilever
Pg. 14 ....::: ::.,.... :..........................: ...,.::::....::::to Compatible Modules
Evalua d'
System Specifications
www.ec6fastenso6rcom info@ecofastensolar:com877-859-3947
ROCK -IT SCJ- STeI'1"1 2.0
Designed with the installer in mind.
EcoFasten Solar specializes in solar roof attachments that arc fast and easy to install, straightforward, secure and
cost-effective. EcoFasten offers a wide variety of standard products as well as custom solutions, for a one-stop source
for all of your rooftop anchoring needs. Products are rigorously tested and approved above and beyond industry
standards in-house and by third party agencies. EcoFasten's patented conical sealing system has been in
service in the snow guard and solar industries for two decades.
FeaTures
• Fastest, easiest to level system on the market
• Conforms to UI- 2703 First Edition
• Class A Fire Rating with Type 1 modules
• Integrated electrical bonding
• SIMPLE- only 4 components
• North-South adjustability
• Only one tool required (1 /2" deep well socket)
• Vertical adjustment of Y-4"
SYSTem ComPonenTS* - reouireo
ROCK -IT SLIDe ROCK -IT 2.0 ROCK -IT 2.0 COUPLInG
4" For COMP sHInGLe MOunT & LoaD E3earinG F=OOT
8" For TILe
SYSTem componenTS* - OPTIOnaL
,
_y
ROCK -IT 2.0
HYBr_ID MounT
(ReFer TO PG. s)
ROCK -IT CLIP SS
(ReFer To PG. 6)
ROCK -IT 2.0
Arrati sKIrT
o®
,EcoFaste Solar,
EcoFasten Solar products are protected by the following U.S. Patents:
8,151,522 8,153,700 8,181,398 8,166,713 8,146,299
8,209,914 8,245,454 8,272,174 8,225,557 9,010,038
9,134,040 9,175,478 9,212,833
*Components for use with 32mm modules are available as special order. Components for use with 32mm modules are labeled as such on
packaging. Side profile of Mid -Clamps on Rock -It 2.0 Mount and Rock -It 2.0 Couplings is slightly different for use with 32mm modules.
Please refer to evaluated,.compatible modules on page 14.
www.ecofastensolar.com . info@ecofastensolar.com 877-859-3947
k
ROCK -IT Z.O MOl., nT ASSeMBLJ-
NOTe: ITems 1-7 SHIP assemBLeo
ITem 6 Pre-Toroueo
1 5/16"-18 Hex Flange Bolt (or Hex w/star washer) 300 Series SS
2 Rock -It Mid -Clamp 6000 Series AL
(fig, A: Mid -Clamp for use with 32mm modules)
3 Conical Spring 300 Series SS
4 Rock -It Shelf 2.0 6000 Series AL
5 Flange Level Nut 300 Series SS
6 Rock -It Pedestal 6000 Series AL
7 Rock -It -Tie Plate 6000 Series AL
8 Rock -It -Slide -Tile 2.0 6000 Series AL (sold separately)
9 Rock -It -Slide -Comp 2.0 6000 Series AL (sold separately)
08
or
ITems 8-9 are accePTaBLe
r s BracKeTS For use WITH THe
IT ROCK -IT 2.0
9t (SOLD separaTeLY )
ROCK -IT 2.0 COUPLING aSSeMBLY
NOTe: iTems 1-4 SHIP assemBLeo
O
1 5/16"-18 x 1.25" or 1.5" Hex Flange Bolt 300 Series SS
2 Rock-It-Coupling-MiclClamp 6000 Series AL
Oj (fig. A; Mid -Clamp for use with 32mm modules)
_ o - 3 Conical Spring 300 Series SS
4 Rock -It -Coupling -Shelf -2.0 6000 Series AL
5 Load Bearing Foot
info@ecofastensolar.com
877-859-3947 2
ROCK -IT 2.0 HYBRID MounT ASSeMBLY
NOTe: ITems 1-10 SHIP assemBLeo
,
i� 1 5/16"-18 x 1.25" or 1.5" Hex Flange Bolt 300 Series SS
2 Rock-It-Coupling-MidClamp 6000 Series AL
(fig. A: Mid -Clamp for use with 32inm n7odules)
�—f2► 3 Rock -It -Coupling -Shelf -2.0 6000 Series AL
4 Crushable Spacer - Cardboard or Similar
5 Flange Level Nut 300 Series SS
6 Rock -It Pedestal 6000 Series AL
' f
7 3/8" ID Star Washer 300 Series SS
8 3/8"-16 x 3" Hex Tap Bolt 300 Series SS
9 5/16"-18 x 3/8" Hex Serrated Flange Bolt 300 Series SS
10 Rock -It Tie -Plate -T 6000 Series AL
,5.
fig. A
(32mm)
l
ROCK -IT CLIP SS ASseMBL�-
NOTe: ITems 1-3 SHIP assemBLeD
1 Stainless Steel Carriage Bolt -.313-18X.75
2 Rock-lt Clip SS-
-'"` 3 Stainless Steel Flange nut.313-18
t.
Array LayouT
• Find the required structural attachment points.
Mark these using a vertical (N -S) chalk line on the
center of the rafters.
• Spacing may vary depending upon project specific
structural requirements; i.e. high snow and wind
load areas may require lesser bracket spacing in
the E -W axis vs. the maximum spacing. Max spacing
is 48"for portrait orientation and 72"for landscape
orientation. Consult project layout diagram for
project specific bracket spacing on the roof.
• Install Rock -It Mounts to predetermined mount
spacing.
• The array skirt sections are the width of a typical
60 cell module — use the array skirt as a guide to
lay out module placement.
Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8"
(35mm). Lag screw should be installed as close to center of exposed shingle as possible. The minimum
distance between the lag screw and the edge of the shingle is 1/2".
GreenFasTen FLaSHinG insTaLL
vertical lines to mark the installation
position for each GreenFasten flashing.
2 Drill a pilot hole (1 /4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar
recommends an EPDM mastic.
3 Insert the flashing so the top part is under the next row of shingles and pushed far
enough up slope to prevent water infiltration through vertical joint in shingles. The
leading edge of flashing must butt against upper row of nails to prevent turning
when torqued.
4 Lineup pilot hole with GreenFasten flashing hole.
Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed
hole in the flashing and into the rafter.
Torque: The range is between 100-140 torque inch -pounds depending on the type
of wood and time of year. The visual indicator for proper torque is when the EPDM
on the underside of the bonded washer begins to push out the sides as the washer
compresses. If using an impact wrench to install the fasteners be careful not to over .
torque the fastener. You may need to stop and use a ratchet.to finish the install.
"The Engineer of Record shall check capacity of rafter to support lag screw loading.
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ROCK -IT SCJ- STeM 2.0 inSTaLL
Install Eco Fasten Solar Flashing with Rock -It Mounts
Follow EcoFasten 5olar Install instructions for Flashing and bracket install (GreenFasten shown above)
Optimum vertical distance between lag bolts is 1 3/8"plus module dimension
Set mounts on eave most row so that the Rock -It Pedestal is on the South end of Rack -It Slide
Set mounts on all upper rows so that the Rock -It Pedestal is on the North end of Rock -It Slide
2 Install Array Skirt on Eave Mounts
Loosen Hex Flange Bolt In Rock -It Mid -Clamp
Slide Array Skirt into front channel on Rock -It Shelf
Tighten Hex Flange Bolt to engage the Array Skirt
3.5 Install Rock -It Couplings
Snap Load Bearing Foot into the bottom of every Rock -It Coupling prior to mounting on the roof
(Each Load Bearing Foot is set to same height as the Rock -It Mounts - adjust accordingly)
On eave row only, slide Rock -It Skirt into front channel on Rock -It Coupling
On eave row only, tighten the west most Array Skirt bolt on Coupling first to 150 in -lbs., followed by tightening the east bolt, drawing the Array Skirt sections together
Upon final levelling of entire array (see step 11), utilize the Levelling Nut to ensure that the Load Bearing Feet engage the roof surface
NOTE: If a coupling lands on a rafter, the Hybrid Mount* should be used in place of the Rock -It Coupling (refer to image 3a)
6 Align and
Mount can be made in the field'byassembling a coupling to.a mount pedestal, or by purchasing separately
Straighten First Row of the Rock-ltSystem -with:Array Skirt
Use North-South adjustment of the,Rbck-ft.Pedeital to straighten array, k, rt
Torque screw on side of Rock -It Pedestal to 150 in-Ibs to secure itto the Rock -It Slide
Adjust flange Level Nut to level the system (optional - can be leveled during or after installation)
7-10 Install t st Row, of'PV Mddules
Slide upstopeRock-lt'Mounts-downto engage top..of first module
Install Rock -It Couplings on the upslope side of 1 st row of panels
Torque 1 st and 2nd row of Mid -Clamps on Rock -It Mounts and Rock -It Couplings to 150 in -lbs. (Torque to 130 in -lbs. when installing with 3 2m modules)
Install balance of PV modules, ensuring that the Rock -It Pedestals are in the appropriate position, then torque Mid -Clamps to secure modules
11 Level the Rock -It System
• When assembly is complete, level the entire system by adjusting Flange Level Nuts (Flange Level Nuts have no torque value)
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GrounDlnG LUG InSTaLL
Necessary Components:
- Burndy CL50-1TN Ground Lug (UL Listing t#KDER.E9999)
Note: Drill and deburr hole in Ground Lug prior to installation
- 14 AWG -4 AWG Copper Ground Wire'
- 8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS)
- 8-32 Serrated Flange Nut (300 Series SS)
- 11/32" and 1/4" wrenches or ratchets/sockets
1 Insert the Flange bolt into the module ground hole. Place Ground Lug over the
bolt and turn to desired orientation.
2 Install Flange Nut.,
3 Tighten Flange Nut/Bolt.
4 Place wire in Ground Lug channel and tighten set screw to complete assembly.
Torque Values:
14-10 AWG= 20 in -lbs.
8 AWG= 25 in -lbs.
6-4 AWG= 35 in -lbs.
"Minimum of 1/4".clearance required between bare copper wire and aluminum.
F .
ROCK -IT CLIP SS InSTaLL
• �fCd0ln0ln NUull6tuj lFW tipnf
V _Pl,Wtbcm
. ,T :ar
1 Locate all parts
-Locate the Rock -It Clip SS, micro-inverter/poweroptimizer, and the section of the module frame in which you will be mounting
the micro-inverter/power optimizer. See fig. A for acceptable mounting locations.
2 Install the Rock -It Clip SS ,
• Slide the Rock -It Clip SS onto the lip of the module frame. !
• Slide the micro-inverter/power optimizer into the opposite lip of the Rock -It Clip SS.
Tighten the bolt to 20 ft -Ib to clamp the Rock -It Clip SS to the module frame and the micro-inverter/power optimizer to the `
Rock -it Clip SS.
• Ensure that the lip on the clip is tight against the frame and that the micro-inverter/power optimizer flange is tight against
the Clip flange to avoid rotation during tightening. r
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947 i -6
Snow Load 0-20 psf
Modules in Landscape _
Wind Speed
Exposure
Category
2:12 < Roof Pitch < G:12712 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
Zone 1
Zone 2
Zone 3 Zone 1 Zone. 2 Zone 3
Wind
Speed .
B
159
93
59 01 1
85 mph
110 mph
C
114
67
42 88 88
._Zone.2�
Zone 3 .
D
96
56
35 91 74 74
t 110 mph
j r C�1.
8
146
85
54
90 mph
115 mph.
C
104
61
38 98 80 80
3_.. €S:
�20u
D
88
51
32 83 68 68 '
B
B
123
72
45 95 95-
100 mph
125 mph
C
88
51
32 83 68 68
35
22
U
/4
43
21 fU - 5! 51
D
B
98
57
36 93 76 76
110 mph
140 mph
C
70
41
26 66 54 54
�_'41
«w+ -rsr-
26
D
59
34
22 56 46 46
B
85
50
31 81 66 66
120 mph
150 mph
C
61
36
22 58 47 47
..a_26....
.�.at..15,..:
;40,,+..,32
D 51 30 19 49 40 40
Notes:
® Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
however the designer must round down to meet appropriate rafter spacing
2 ) Maximum allowed sparing approved by Ecol'asten Solar is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4:) Includes iddilional faclor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7,) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 0-20 psf
Notes:.._
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standofl
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4,) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.;) All adjustment factors are set to 1. No site specific engineering is included in this table
I
i
e
Wind
Speed .
Exposure
2:12 < Roof Pitch < 6:12
7:12 < Roof Pitch < 12:12
ASCE T05.
ASCE. 7-10-
—Category
Zone.1
_Zone 2 w
_.Zone 3 _
._Zone -t-
._Zone.2�
Zone 3 .
'"'
85 mph
t 110 mph
j r C�1.
65. ,
�55`
38 ,
4 ;:,24
X61
50
50:
;yxa
�.-:`}
� •_Dt,<
3_.. €S:
�20u
.52-
+.42s
__42
B
83
49
30
90 mph
115 mph
C
59
35
22
56
46
46
D
50
29
18'
47'
38
38.
=!5!%Vh-
..--...r ....�.
ter-
70��
�_'41
«w+ -rsr-
26
r�-47
u...�1 ter
54
39*39.-:..,.���L
_,54V:.
.,..y
.r.. _.....
..a_26....
.�.at..15,..:
;40,,+..,32
B
56'
33
20
53
43
43
110 mph
140 mph
C
40
23
14
38
31
31
D
34
19
12
32
46
26
73- ';�
26
X377° 7Z
120 mph,-
150 mph
r •p`-=J(C r-�-7' y
,filtT`� 35 x"` '
''" e'," 20 f,.
27
_10_:,
22'.._.
.22: Y�
Notes:.._
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standofl
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per testing results)
4,) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.;) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar.com 877-859=3947. 7
I
i
www.ecofastensolar.com info@ecofastensolar.com 877-859=3947. 7
Snow Load 21-30 psf
Modules in Landscape .
Wind Speed. -
r
2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
Zone 1
Zone 2
Modules in Landscape .
Wind Speed. -
Exposure
Category
2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
Zone 1
Zone 2
Zone 3 Zone 1
Zone 2
Zone 3
B
116,
93
59
85 mph
110 mph
C
110
67
42 68
B8
".68
96
D
56
35 66'n.'
Sg
G8.
90 mph
115 mph
B
C
85
61
54
38
tlSi
68
104
D
• B
88
51
72
32$
45
' •8'
B$
110
100 mph
125 mph
3 C
88
51
32 68'
SB= `•
v
`
D
B
74
98
43
57
27HS"
36
57
57
54
54
110 mph
140 mph
C
70
41
26 66
'•
D
59
34
22 56
46
46
B
85
50
31
66
66
-120 mph
150 mph
r C
61
36
22 58
47 ,
47
D •'
51 1
30
19 49
40 .
40
Notes:
s ®Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff. t
` however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results) •. 4
4.) Includes additional factor of safely of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
• 6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 21-30 psf
Wind Speed Exposure 2:12 < Roof Pitch < 6:12 .7`.12 <•Roof -Pitch < 12.12
ASCE 7-05 ASCE.7-10 Category Zone.1 Zone 2 Zone 3 Zone 1 Zone 2 Zone 3
w�
.J
�8..�C � i' S3"^e 7'
,.yai�3`_, t k' e w T= - ...• {,p i . 55:" 3.1 '32 y�20__,.,_
B' 49 30
90 mph 115 mph C 59 35 22
D 50 29 18 38 38
100 m h , f 125 m h C rr ' S0; `* 29 '' 18 r .39 a' 39 a
_ p F �' _P�-• . D f 42* j` 26 a t 15°.:� ;I -40 .* :.'32' -,_y32.
B 56 33 20
110 mph;'' 140 mph C 40 23 14 38 31 31
D 34 19 12 32 26 26 t r
B X49 •28 G . L 18 37 ��37 c'
�X120 mph4 150 rtiphL xC i r35:* a >'20 �' 12 �= 33 r 27 * 14 t27
'r is E ` °� ?f i .. R. .•xD4p" 29' '.-1: .1;7 10 d 28 : ,`"s ! 3'22, 'r 22 1
Notes: t
-Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48" -
' '3.) Maximum allowed standoff capcity = 547# (per testing results)
4:) Includes additional factor of safety of 1E5 for lag pullout capacity
5.) Values based on a maximum module length of 70" 7
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height }..
7.) All adjustment factors are set to 1, No site specific engineering is included in this table
www.ecofastensolar.cor- 'info@ecofastensolar.com.877-859-3947 a
1 • I
f Snow Load 31-40 psf
Modules in Landscape
Wind Speed
Exposure
2:12 < Roof Pitch < 6:12
7:12 < Ruuf Pitch < 12;12 -
ASCE 7-05 ASCE 7-10
Catagory
Zone 1 Zone 2
Zone 3
Zone 1
- Zone 2
Zone 3
x,85 mph }
, 110 mph
t IC} i,r"1:
1 38' +l x
y K: 24'
i
85 mph
110 mph
C
8$ 67
42
51'
at
115 mph
C
D
83 56
35
51
51.
5Y
18
--���-a
8+
83
51
as
51.
S1
90 mph
115 mph
C
D
63 61
01 + 51
38
32
ST 'l`.
g �x
51..
5f' � ;
$;
♦S1n
.B
H3 S
'45
511.
8.t
54-,
100 mph
125 mph
C
51
32
51,
5t
51 -
2
D
-74 - 43
27
: 4'. ZB r 22
.- �,. ' 22.`""
8
57
36
5�#
51
$1. `
110 mph
140 mph
C
70 41
26
51
S
46
46
D
59 34
22
61
B
50
31
47
47
120 mph i
150 mph
C
61 36
22
V.
49
D
51 30
1 19
40
40
�N-ottes:
iLr..- 11 Spacing Governed by Snow Load '
1,) Vahles in ahove lahle represent the maximum Rllnwahle sparring in inches for pullout fnrr.Rs only on FcnFastAn Snlar standnff, r
however the designer must round down to meet appropriate rafter spacing t+
2.) Maximum allowed spacing approved by EcoFaslen Solar is 72"
3.) Maximum allowed standoff capcily = 5478 (per testing results) a
4.) Includes additional fuclur of sufely of 1.5 for ley pullout cepacity
t 5.) Values based on a maximum module width of 40" 1
6•) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height -
7,) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 3140 psf
Wind
Speed
Exposure
—Category
2:12 < Roof Pitch
< 6:12 7:12 < Roof Pitch < 12:12
ASCE,7-05-
ASCE.7-10-
Zone -1-_ Zone -2
-Zone 3---.Zone,1-- --,Zone 2• -Zone 3-
3,
6
x,85 mph }
, 110 mph
t IC} i,r"1:
1 38' +l x
y K: 24'
i
0
321.x.,,w�.2d
49
•r'4
B
�N-ottes:
iLr..- 11 Spacing Governed by Snow Load '
1,) Vahles in ahove lahle represent the maximum Rllnwahle sparring in inches for pullout fnrr.Rs only on FcnFastAn Snlar standnff, r
however the designer must round down to meet appropriate rafter spacing t+
2.) Maximum allowed spacing approved by EcoFaslen Solar is 72"
3.) Maximum allowed standoff capcily = 5478 (per testing results) a
4.) Includes additional fuclur of sufely of 1.5 for ley pullout cepacity
t 5.) Values based on a maximum module width of 40" 1
6•) Based on Risk Category II (ASCE 7-10) structures less than 30 feel in height -
7,) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 3140 psf
Notes: _
Spacing Governed by Snow Load ;
1.) values in above table represent the maximum allowable spacing In inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48" -
3.) Maximum allowed standoff capcily = 547# (per testing results) 1 + r
4.) Includes additional factor of safely of 1,5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category If (ASCE 7-10) structures less than 30 feet In height
a i
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar,com 877-859-3947 . t- 9f: ,
Wind
Speed
Exposure
—Category
2:12 < Roof Pitch
< 6:12 7:12 < Roof Pitch < 12:12
ASCE,7-05-
ASCE.7-10-
Zone -1-_ Zone -2
-Zone 3---.Zone,1-- --,Zone 2• -Zone 3-
3,
x,85 mph }
, 110 mph
t IC} i,r"1:
1 38' +l x
y K: 24'
0
321.x.,,w�.2d
49
30'
B
90 mph
115 mph
C
35
22
D
29
18
--���-a
1300 mph Z
�:-'
,-,125 mph cC"
t.:
#_ D- ;_ `.
B
? '.42 �� : s 2_6_.Arx�
33
20
110 mph
140 mph
C.
40 23
14
D
34 19
12 26 26
�
�(
r•!
y12
wt.r..t
l .50 mph5h10
2
'�
y
M
: 4'. ZB r 22
.- �,. ' 22.`""
Notes: _
Spacing Governed by Snow Load ;
1.) values in above table represent the maximum allowable spacing In inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48" -
3.) Maximum allowed standoff capcily = 547# (per testing results) 1 + r
4.) Includes additional factor of safely of 1,5 for lag pullout capacity
5.) Values based on a maximum module length of 70"
6.) Based on Risk Category If (ASCE 7-10) structures less than 30 feet In height
a i
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
www.ecofastensolar.com info@ecofastensolar,com 877-859-3947 . t- 9f: ,
•3 •
Snow Load 41-50 psf
Modules,in Landscape
Wind:S eed
Exposure
- Category
2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12
Snow Load 41-50 psf
Modules,in Landscape
Wind:S eed
Exposure
- Category
2:12 < Roof Pitch < 6:12 7:12 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
. Zone 1
Zone 2
Zone -3 Zone 1
Zone 2
Zone 3
•y
33,-.
B
66
65
59 51
-_61
51
85 mph
110 mph
C
46
B
42 51
5T-
'S1
56
22
D
6$
35 51
51
51
,100 mphtr
,.+eta•
X125 mpht
B
IN.
54 5r
51
51
X15
90 mph
115 mph
i C
t3t3
61
38 St
ii1
61
'
D
06
51
32 51
5T
51 .
11,20r mph
rr^' 150 mphll
B
66
45 51.
fit
51
65
51
100 mph
125 mph
C
se
32 51
51
SF
Dr
60
43
27 fit
5#'
51
B
fee.
57
36 51
54
110 mph'
140 mph
C
41
26 6!
Si
51
59
46
46
D
B
34
50
22 5'
31 5%
I 61
47
47
120 mph
150 mph
C
36
22 51 J
D
51
30
1 19 49
1 40
40
Notes:
®Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff, f
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff capcity = 547# (per testing results) + ,
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category 11 (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included In this table
' Snow Load 41-50 psf
i
Pp
Wind
Speed
Exposure 2:12 < Roof Pitch.<
, _ Category Zone 1 Zone 2
6:12
7:12 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
Zone 3 Zone 1 Zone 2 Zone 3
4
!
•y
33,-.
X7110 mphaC
r t 38 ;
{
B
30
90 mph:
i 115 mph
C '35
22
D 29
, �,f�
18
fE,�- �
.; . f
q . ..
,100 mphtr
,.+eta•
X125 mpht
C << ¢ :129
c.
26
X15
•
-
B 33
20
110m ph
140 mph
C 23
14
'
D 19
12
l
11,20r mph
rr^' 150 mphll
I4 ^9C { 35.' f 2
2
xr:
1'7
22.E
s
.
4
!
•y
Notes:
Spacing'Govemed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff,
2.) Maximum allowed spacingapproved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 547# (per.testing results) '
4:) Includes additional factor of safety of 1.5 for lag pullout capacity i
5.) Values based on a maximum module length of 70'
6.) Based on Risk Category Il (ASCE 7-10) structures less than 30 feet in height
r
7.) All adjustment factors are set to 1„No site specific engineering is included in this table
www.ecofastensolar.com .' info@ecofastensolar.com 877-859-3947 w 10
1.
Snow Load 51-60 psf
Modules In Landscape
Wind Speed
Exposure
Category
2:12 < Roof Pitch < 6:12
7:12 < Roof Pitch < 12:12
ASCE 7-05
ASCE 7-10
Zone 1
Zone 2
Zone 3
Zone 1
Zone 2
Zone 3
8
$5=
65
42
85 mph
110 mph
C
55
as
34_
34
34
0
1 5s
$s
35
art
3434
B
1155.
sa
54
34.. .,
34
34
90 mph
115 mph
C
0
55
%s
38
32
34 .
34,
,34t
51
.8
55:
45
�37 z.+
34
100 mph
110 mph
125 mph
140 mph
C
D
B
C
05
B
5S
S$
S5
Si5`
xi'
51
43
32
27
36
26
22
31
34t_
34 ?
.11a
34 ._ •
tY3¢
r+�" A
F
{#t
134
f
41
34
50
120 mph
150 mph
C
36
22
stla
51
-D
30
1. 19
Notes:
Spacing Governed by Snow Load
1.) Values in above table represent the maximum allnwable sparing in inches for pullout forces only on FcoFasten Solar standoff,
however the designer must round down to meet appropriate rafter spacing
2.) Maximum allowed spacing approved by EcoFasten Solar is 72"
3.) Maximum allowed standoff capcity = 547ff (per testing results)
4.) Includes additional fuclur of safely of 1.5 fur Iag pulloul Capacity
5.) Values based on a maximum module width of 40"
6.) Based on Risk Category II (ASCE 7-10) strictures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table
Snow Load 51.60 psf
Notes: "
® Spacing Governed by Snow Load
1.) Values in above table represent the maximum allowable spacing in inches for pullout forces only on EcoFasten Solar standoff
2.) Maximum allowed spacing approved by EcoFasten Solar is 48"
3.) Maximum allowed standoff capcity = 5479 (per testing results)
4.) Includes additional factor of safety of 1.5 for lag pullout capacity
5,) Values based on a maximum module length of 70". +
i
6.) Based on Risk Category II (ASCE 7-10) structures less than 30 feet in height
7.) All adjustment factors are set to 1. No site specific engineering is included in this table -
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877-859-3947 1 r
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Gro unDinG- InFOrmaTlon air
The rail -free Rock -It System may be used to -mount and ground PV modules that comply with UL 1703, only when that specific module has been
evaluated for mounting and grounding, in compliance with the included installation instructions.
Note: Grounding lugmust be visible to inspectors from the entire perimeter of the PV array.
Multiple Use Grounding Pins
Grounding pins within the Mid -Clamp are multiple use bonding/grounding devices. Modules will need to be adjusted if the Mid -Clamps are .
loosened to ensure there is "new" metal to pierce into upon retightening.
Grounding Method
r
Rock -It 2.0 Mount bonds N -S row`s of modules
Rock -It 2.0 Coupling bonds E -W rowi of modules _ • ' i
Array Skirt 2.0 bonds E -W along the entire array when installed •
One Burndy C1_50 -`ITN ground lug is required per PV array, limited to 300 modules placed in either portrait or landscape orientation.
"BonDInG,,;4s_semBL�J'.anD BonDInG PATH
', T
-
I Bond Path
`•jFly
.
®'Grounding Lug
f A
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�j
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-Eq=l 4Groundlnx
Integrated Bonding
Conductor IEGCI•
ry
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it m llyu, earth
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• Rack -It Mount
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."'.Array Skirt
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I Bond Path -
J1
I -Band Path
-
.® Grounding tug -
,
•
®GmunJing Lug ,.
Equipment Grauntling •
l
•r ,. ' .
-
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E Grounding
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Rock -It Array Skirt
-
0.0ck.q Mmmt _
Rockdt.4i ray Skitt
"
THermaL Expansion anD BonDInG
A thermal expansion gap is
required per each continuous 40'
length of modules.
Omit a coupling and leave a 2"
gap in the array skirt and also
between the modules at that
point.
BracKeT sPacinG
Portrait Orientation
'IF
Landscape Orientation
Band Path
® Growidir R Lug
Equidbig
COnduCtor (EGCI.
g_er.11y to <unh
4,ourd
Rock- It Coupling
• Rock -It Mount
-Rock-It Array Skirt
32mm, 35mm & 40mm Modules: _ _ _ _ ..,_ _Max,east/west•bracket_spacing is 72" OC.
Maximum east/west bracket spacing is 48" OC. 32mm Modules: Max east/west bracket spacing is 48"OC.
Spacing may vary depending upon project specific structural requirements; i.e. high snow and wind load
areas mayrequire lesser spacing E -W than the maximum.
sTaGGereD LaYOLAT canTlLever am oFFseT
Staggered Mounting Points
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rr~ f i -'
42
Q Rock -It Mount Rock -It Coupling Cantilever: Maximum cantilever is 1/3 bracket spacing. For portrait
orientation installations, check layout prior to installing.
The array layout instructions in this installation manual offer a
general overview of layout. Periodically, due to a variety of Offset: Offset -from all roof edges depends on wind speed, snow
factors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per location
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info@ecofastensola cco,m
ROCK -IT SCJ- STeM 2.0
EvaLuaTeD, comPaTIBLe MODULes
Module Manufacturer
Model Type (X used to indicate variable test)
Module Dimensions (mm)
Module Dimensions (in)
Trina Solar
TSM-XXX-PX05.08
1640 x 992 x 40
64.57 x 39.06 x 1.57
Canadian Solar
CS6P-XXXM
1638 x 982 x40
64.50 x 38.70 x 1.57
Canadian Solar
CS6P-XXXP
1638 x 982 x 40
64.50 x 38.70 x 1.57
Jinko Solar
JKMXXXP-60
1650 x 992 x 40
65.00 x 39.05 x 1.57
Jinko Solar
JKMXXXM-60
1650 x 992 x 40
65.00 x 39.05 x 1.57
Jinko Solar
JKMXXXPP-60
1650 x 992 x 40
65.00 x 39.05 x 1.57
Jinko Solar
JKMXXXMM-60
1650 x 992 x 40
65.00 x 39.05 x 1,57
Yingli Solar
YL2XXP-29b
1650 x 990 x 40
65.00 x 38.98 x 1.57
LG Electronics
LG300N1C-83
1640 x 1000 x 35
64.57 x 39.37 x 1.38
LG Electronics
LG300N1 K -G4
1640 x 1000 x 40
64.57 x 39.37 x 1.57
Axitec Solar
AC-XXXM/156-60S
1640 x 992 x 40
64.57 x 39.06 x 1.57
RECOM
RCM-XXX-6MB
1640 x 992 x 35
64.60 x 39.00 x 1.38
Silfab
SLA 2XXP
1650 x 990 x 38
64.96 x 38.98 x 1.50
Solaria
PowerXT XXXR-BX
1621 x 1056 x 40
63.82 x 41:57 x 1.57
Hanwha 0 Cells
Q.PRO G4 2XX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
Q.PLUS 8FR G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
Q. PRO BFR G4 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
O.PRO BFR G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
Q.PRO BFR G4.3 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
Q.PEAK G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
Q.PEAK BLK G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
B.LINE PLUS BFR G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
Hanwha Q Cells
B.LINE PRO BFR G4.1 XXX'
1670 x 1000 x 32
65.70 x 39.40 x 1.26
'Hamvha 32mm modules to be used with special order Rock -It System components. Call for details.
• Fastest, easiest to level system on the market SIMPLE- only 4 components
• Conforms to UL 2703 First Edition North-South adjustability
• Class A Fire rating with Type 1 modules Only one tool required (1 /2"deep well socket)
• Integrated electrical bonding
Max No. of Panels
300 Modules per ground lug
Materials
300 Series Stainless Steel
6000 Series Aluminum
Max System Voltage
1000VDC
Coating
Black Andodization/Mill Finish
Class A Fire Rating
With UL1703 Type 1 Rated
Modules
Lug Specifications
Burndy CL50-lTN Ground Lug
(UL Listing #KDER E9999)
Leveling Range
3-4"
Ground Wire
Per above Lug spec
14 AWG- 4 AWG Copper
Ground Wire
Rock -It Slide -Comp 2.0 Range
Rock -It Slide -Tile 2.0 Range
3"
7'
Max Module Size
64.96"(1650mm) x
39.05"(992mm) x 2"(50mm)
Min/Max Roof Slope
1/2:12/12:12
Downforce/Uplift Rating
45 PSF
Max Anchor Spacing (35mm/40mm)
Max Anchor Spacing (32mm)
72"
48"
_Max
Rock -It Mount Load Rating
547lbs with Single 5/16"Lag
3.0 Safety Factor
Skirt Box QTY
6 units
. Slide Fastening Hole
5/16"diameter
Mount Box QTY
12 units
Module Cantilever
Maximum cantilever is 1/3
bracket spacing
Rock -It Slide Box QTY
50 units
Coupling Box QTY
12 units
Warranty
20 Year Material and
[Workmanship t
System masking (placed an side or underside
Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC i
of Rack -it Mout and coupling)
Standards: UL 2703 First Edition, UL 1703 -
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ROCK -IT SYSTEM
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www.ecofastensolar.com .
info@ecofastensolar.com 877-859=3947 ' 14
.d
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A
PZH
structural
ENGINEERS
January 16, 2017
Rillito River Solar, LLC dba EcoFasten Solar
289 Harrel Street
Morrisville, VT 05661
TEL: (877) 859-3947
Attn.: Engineering Department,
Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual
This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System
Installation Manual published October 12, 2015 and specifically the "Loading Tables":
1
SCOPE OF THE SYSTEM:
The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped
roofs of buildings. Typically such buildings are residential with shingle or tile roofs. The number and spacing of
attachments to the roof structure can vary depending on various site specific criteria including, but not limited
' to, roof slope, spacing of supporting structural members and environmental loading.
SCOPE OF OUR REVIEW:
PZSE, Inc.—Structural Engineers provided a review of the following
• Rock -it System design methodology
• Rock -it System Installation Manual
• Rock -it System Loading Tables
and has determined that all information, data and analysis contained within the Installation Manual are based
on, and are in compliance with, the structural requirements of the following Reference Documents:
• Minimum Design Loads for Buildings and other Structures, ASCE/SEI.7-10
a International Building Code, 2015 Edition, by International Code Council, Inc.
California Building. Code, 2016 Edition, by California Building Standards Comm=ssion
• Aluminum Design Manual, 2010 & 2015 Editions, by The Aluminum Associatiou
.This letter certifies that the EcoFasten Rock -it System.Installation Manual and Loading 'fables are in
compliance with the above Reference Documents:.
8150 Sierra. College Boulevard, Suite 150, . Roseville, CA 95661
916.961.3960 916.961.3965 www.pzse.com
_ - � - . ,+[�a"7,rs ate„ ,. a�„ f�Si=� •r } ...9'.�:a,}a ;r — ..
structural
ENGINEERS
DESIGN RESPONSIBILITY_
The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered
design professional where required by the authority leaving jurisdiction. hi all cases, the user of the Installation
Manual has sole responsibility for the accuracy of the design and integrity of the system.
The Installation Manual does not check the capacity of the building structure to support the loads imposed on
the building by the array, such as bending strength of roof rafters spanning between supports. This requires
additional knowledge of the building and is outside the scope of the Installation Manual and our review.
If you have any questions on the above, do not hesitate to call.
Prepared By:
PZSE, Inc. - Structural Engineers
Roseville, CA
8150 Sierra College Boulevard, Suite. 150, Roseville, CA 95661
` 916.961:3960 916.961.3965 www;pzse.com