HomeMy WebLinkAboutSCOREBOARD 29506_13-00003663 Single Family Residence & Electrical CITY O F ���
L lKE LSIl`.�OP BUILDING & SAFETY
�- `=� DREAM EZ RE ME 130 South Main Street
Lake Elsinore Ca. 92530
PERMIT
PERMIT NO: 13-00003663 DATE: 10/29/15
JOB ADDRESS . . . . . 29506 SCOREBOARD LT 18
TENANT NBR, NAME . . TRACT 31920-3 MERIDIAN
DESCRIPTION OF WORK SINGLE FAMILY RESIDENCE
OWNER CONTRACTOR
MERITAGE HOMES MERITAGE HOMES
1250 CORONA POINTE 210 1250 CORONA POINTE CT STE 210
CORONA CA 92879 CORONA CA 92879
951-547-8330 LIC EXP 0/0'0/00
A. P.# . . . . . 371-300-018 SQUARE FOOTAGE 2480
OCCUPANCY . . . DWELLINGS, LODGING HOUSES GARAGE SQ FT. . 449
CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR .
VALUATION . . . 195, 871 ZONE . . . R-1 ,
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 895 . 00
�i 96 . 00 X 5 . 0000 VALUATION 480 :00
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 :00
2551. 00 X . 0500 NEW RES. SINGLE FAM /SQFT 127 . 55
4 . 00 X 1 . 0000 SWITCHES / 1ST 20 4 . 00
5 . 00 X 1 . 0000 RECPT,OUTLET / 1ST 20 5 . 00
5 . 00 X 1 . 0000 LIGHTING FIXTURES/1ST 20 5 : 00
1. 00 X 4 . 2500 RES . FIXED APPL.OR OUTLET 4 :25 '
1 . 00 X 27 . 2500 100-200AMP SERVICE<600VLT 27 . 25.
MECHANICAL PERMIT ,-, I -a r. 'I -, -v
QTY UNIT CHG 'r H�RG� �. u m m M. 1 -+
BASE FEE , , ni - p C.p :I . +,•• n
1 . 00 X 13 . 2500 FAU/FURNACE/DUCTS/VENTS . ; :n ''71p':!2. `'a '='� ° r, ;C.,
4
7 . 00 :X 6 . 5000 VENTILATING FAN ;
77
1 . 00 -X 9 . 5000 EXHAUST HOOD I b w 6 ,_,.-j H a en M m
1. 00 -X 16 . 2 5 0 0 FIREPLACE 16 h- � z II = !+, n m
r _ n _n r-
15 . 00 X 6 . 5000 REGISTERS 9�7 ;; .0. ! .7, r" �� - _
1 . 00 X 24 . 2500 COMPRE8,S/HEATPUMP '3-15 HP 2;� ;' a .�
r Cn -r r m u a•. -•L m
PLUMBING PERMITS an +:' II =-
QTY .UNIT CHG IAM" CH ° -,
rw 01 .
.
BASE FEE . ; . 3 0 .
12 . 00 X -8 . 7500 FIXTURE OR TRAP 105 0v;
n•. it ,T
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***. 'CONTINUED ON NEXT PAGE- ***I
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City Of Lake Elsinore Please read and initial
Building Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 70V et seq.agrnd
my license is in full force.
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the we r��'
on the job and the structure is not intended or offered for sale. J
3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
JOB ADDRESS for each respective inspection: 4.I have a certificate of consent to seltinsure or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof
at all times: 5.I shall not employ any person in any manner so as to become subject to Workers
Compensation Laws in the performance of the work for which this permit is issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO 1 Temporary Electric Service
PLO 1 Soil Pipe Underground
EL02 Electric Conduit Underground
BPO1 Footings
BP02 Steel Reinforcement
BP03 Grout
BP04 Slab Grade
PLO 1 Underground Water Pipe
SS01 IRough Septic System
SWO 1 On Site Sewer
BP05 Floor Joists
BP06 Floor Sheathing
BP07 Roof Framing
BP08 Roof Sheathing
BP09 Shear Wall&Pre-Lath
PL03 lRough Plumbing
EL03 Rough Electric Conduit
EL04 Rough Electric Wiring
EL05 Rough Electric/ T-Bar
"MEO 1 Rough Mechanical
1\•TE()?'Ducts,Ventilating
PL4 Rough Gas Pipe/Test
PL02• _Roof Drains
BP 10 Framing&Flashing
BP-12 Insulation
BP13 Drywall Nailing
BRI I Lathing&Siding
PL99 *Final Plumbing
EL99 *Final F,lectrical
ME99 *Final Mechanical
BP99 *Final Building
*Final Signatures are Certificate of Occupancy for Single Family Residence
Code Pool&Spa Approvals- Date Inspector OTHER DIVISION RELEASES
SPO1 Electric Conduit UG Department Approval required prior to the
SP02 UG Gas Piping building being released by the City
SP03 Pool Steel Rein./Forms Date Inspector
'PO4 Pool Plmb./Pressure Test Fire
SP05 Pre-Gunite Approval EVMWD a
SP06 Rough Pool Electric Finance _
SP07 Pool Fence/Gates/Alarms Engineering
SP08 Pre-Plaster Approval TUMF
SP99 Final Pool/Spa __ Planning/Landscape'
CITY OF
!L14KE . LSI1A0. RE BUILDING & SAFETY
=� DREAM EXTREME w 130 South Main Street
Lake Elsinore Ca. 92530
PERMIT
PERMIT NO: 13-00003663 DATE: 10/29/15
** PAGE 2
JOB ADDRESS . . . . . 29506 SCOREBOARD LT 18
TENANT NBR, NAME :TRACT 31920'-3 MERIDIAN
DESCRIPTION OF WORK SINGLE FAMILY RESIDENCE.
1 . 00 X 22 . 0000 BUILDING SEWER 22 . 00
1 . 00 X 8 . 7500 RAIN WATER SYSTEM 8 . 75
1 . 00 X 11 . 0000 WATER HEATER OR VENT 11 . 00
4 . 00 X 11 . 0000 GAS PIPING SYS 1-4 OUTLET 44 . 00
1 . 00 X 4 . 2500 DISHWASHER 4 . 25
1 . 00 X 4 . 2500 INSTALL/ALTER OR REPAIR 4 . 25
1 . 00 X 13 . 2500 LAWN SPRINKLER SYSTEM 13 . 25
1 . 00 X 8 . 7500 WATER SERVICE 8 .,75
1 . 00 X 15 . 0000 FIRE SPRINKLERS 15 . 00
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 1375 . 00 . 00 1375 . 00
ELECTRICAL PERMIT 203 . 05 . 00 203 . 05
MECHANICAL PERMIT 236 . 25 . 0.0 236 . 25
PLUMBING PERMITS 266 . 25 . 00 266 . 25
OTHER FEES
AFFORDABLE HOUSING 3316 . 30 3316 . 30 . 00
CITY HALL/PUBLIC WORKS 809 . 00 809 . 00 . 00
COMMUNITY CENTER DIF 545 . 00 545 . 00 . 00
LAKESIDE FACILITY DIF 779 . 00 779 . 00 . 00
ANIMAL FACILTY DIF 348 . 00 348 . 00 . 00
PROF.DEV. FEE 4 TRADES 20 . 00 20 . 00 . 00
CITY FIRE PROTECTION FEE . 751 . 00 751 . 00 . 00 -.
LIBRARY MITIGATION 150 . 00 150 . 00 . 00
PLANNING REVIEW FEE 550 . 00 275 . 00 275 . 00 ;
PLAN RETENTION FEE 1 . 56 . 78 . 78
SEISMIC GROUP R 19 . 59 19 ..59 . 00
TUMF SINGLE FAMILY 8873 . 00 . 00 8873 . 00
"TIF - SINGLE FAMILY 1369 . 00 1369 . 00 . 00 ,
GREEN BUILDING FEE 4 4 . 00 4 . 00 . 00
GREEN BUILDING FEE 5 4 . 00 4 . 00 . 00 .
PLAN CHECK FEES 515 . 63 515.. 63 . 00 ,4
PLAN CHECK FEES 515 . 63 . 00 .515 . 63.
TOTAL 20651 . 26 8906 . 30 11744 . 96
SPECIAL NOTES & CONDITIONS
NSFR PLAN 3 24'80/449 GARAGE 102 porch
RENEWED FEES 10/23/15
City of Lake Elsinore ���. Please read and initial
Building Safety Division Tom-._ _Lam Licensed under the provisions of Business and professional Code Section 700p et seq.end
my'license is in full force.
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the w7-
On the,job and the structure is not intended or offered for-sale.
3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
JOB ADDRESS for each respective inspection: &-�' _4.I have a certificate of consent to selfinstire or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof
at all times: 5.I shall not employ any person in any manner so as to become subject to Workers
Compensation Laws in the performance of the work for which this permit is issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO1 Temporary Electric Service
PLO 1 Soil Pipe Underground 0 451
EL02 Electric Conduit Underground• /• +>
BPO1 Footings
BP02 Steel Reinforcement
BP03 Grout
BP04 Slab Grade 5
PLO 1 Underground Water Pipe :)
SSO1 Rough Septic System
SWO1 On Site Sewer j• d-
BP05 Floor Joists
BP06 Floor Sheathing
BP07 Roof Framing • G'�
BP08 Roof Sheathing —�--
BP09 Shear Wall&Pre-Lath r
PL03 Rough Plumbing 1Z•J,2•)
EL03 Rough Electric Conduit
EL04 Rough Electric Wiring
ELO5 Rough Electric/ T-Bar
;TJIEOI Rough Mechanical IL'I�•Itt
r,JIE02' Ducts,Ventilating
I?04 Rough Gas Pipe/Test (�tA j•Z'��`
Roof Drains
BPI W Framing&Flashing �J�•
BP 12 Insulation
BP.13'Drywall Nailing ��•/
BPi1' Lathing&Siding
PL99 *Final Plumbing +
16204
EL99 *Finial Electrical
ME99 _*Final Mechanical
BP99..*Final Building
*Final Signatures are Certificate of Occupancy for Single Family Residence
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
SPO 1 Electric Conduit UG Department Approval required prior to the
SP02 UG Gas Piping building being released by the City
SP03 Pool Steel Rein.iForms _ Date Inspector
SP04 Pool Plmb./Pressure Test �/_ ? Fire
SP05 Pre-Gunite Approval •� EVMWD^
SP06 Rough Pool Electric Finance
SP07 Pool Fence/Gates/Alarnis Engineering
SP08 Pre-.Plaster Approval TUMF
SP99 Final Pool)Spa _� Planning/Landscape
CITY OF ice.
LADE r�: LSIMORE BUILDING & SAFETY
- r� 130 South Main Street_ DREAM EXTREME TM
Lake Elsinore Ca. 92530
PERMIT
PERMIT NU: 1b-UUUU.3bU.5
JOB ADDRESS . . . . . 137 NEBRASKA ST
DESCRIPTION OF WORK ELECTRICAL
OWNER CONTRACTOR
KULM, TIMOTHY RAY NEW DAY SOLAR
137 NEBRASKA ST 23811 .WASHINGTON AVE STE C110
LAKE ELSINORE CA 92530 MURRIETA CA 92562
LIC EXP 0/00/00
A. P.# 389-323-009 7 SQUARE FOOTAGE 0
OCCUPANCY . . . GARAGE SQ FT 0
CONSTRUCTION . . FIRE SPRNKLR .
VALUATION . . . 17, 000 ZONE . . . . . . NA
BUILDING PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 63 . 00
15 . 00 X 12 . 5000 VALUATION 187 . 50
ELECTRICAL PERMIT
QTY UNIT CHG ITEM CHARGE
BASE FEE 30 . 00
1 . 00 X 27 . 2500 100-200AMP SERVICE<600VLT 27 . 25
1 . 00 X 16 . 2500 MISC. WHERE NO OTHER FEE 16 . 25
FEE SUMMARY CHARGES PAID DUE
PERMIT FEES
BUILDING PERMIT 250 . 50 . 00 250 . 50
ELECTRICAL PERMIT 73 . 50 . 00 73 . 50
OTHER FEES ,-_I i —I :r; I 0 _0 = 11 —A 0 �
a 1 n 1 m i , r r n 1-11 (I -1
PROF.DEV. FEE 2 TRADES 10 . 00 s'.p 0 �' ; ° °7 m �=' '0 . 0.•a ' (i .. as
PLAN RETENTION FEE 2 . 07 ni.A )' ri m 2 . 175 ii .• "� I—y
SEISMIC GROUP R 2 . 21 b61 r, i ' 2 . �1`'I —'
PLAN CHECK FEES 187 . 88 187 .S8 1 "'' m :a
I 1 F-�• hI r_U T II �`�s A I"I"1
TOTAL 526 . 16 '8 .28r•� rm-
._ 1 1 r.� 1 to II Ire r_r�
SPECIAL NOTES & CONDITIONS �� �A =.f if .M `�
23 PANELS, 1 INVERTER, 5 . 301KW AC, PANEL 1 1I••-1 �> II
I 1 0 74, r,, �1�•a a i� •'_, m
1 1 CID
UPGRADE 225AMP I 1 m a '.
1 I i-n C:a a irl •..;
I 1 M (4 a
yl it x� _n
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I;YI I r_rl lyl 1 II
City of Lake Elsinore Please read and initial
Building Safety Division �.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and
my license is in full force.
Post in conspicuous place 2.I,as owner of the property,or my employees w/wages as their sole compensation will do the work
on the job and the structure is not intended or offered for sale.
3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the
You must furnish PERMIT NUMBER and the project.
JOB ADDRESS for each respective inspection: *4.I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance
Approved plans must be on job or a certified copy thereof
at all times: 5.I shall not employ any person in any manner so as to become subject to Workers
Compensation Laws in the performance of the work for which this permit is issued.
Note:If you should become subject to Workers Compensation after making this certification,
Code Approvals Date Inspector you must forthwith comply with such provisions or this permit shall be deemed revoked.
ELO 1 Temporary Electric Service
PL01 Soil Pipe Underground
EL02 Electric Conduit Underground
BPO1 Footings
BP02 Steel Reinforcement
BPO3 Grout
BP04 Slab Grade
PLO 1 Underground Water Pipe
SSO1 Rough Septic System
SW01 On Site Sewer
BP05 Floor Joists
BP06 Floor Sheathing
BP07 IRoof Framing
BP08 Roof Sheathing
BP09 Shear Wall&Pre-Lath
PL03 Rough Plumbing
EL03 Rough Electric Conduit
EL04 lRough Electric Wiring
EL65 Rough Electric/ T-Bar
MEO 1 Rough Mechanical
ME02 Ducts,Ventilating
PL04 Rough Gas Pipe/Test
PL02 I Roof Drains
BP10 Framing&Flashing
BP 12 Insulation
BP13 Drywall Nailing
BP11 Lathing&Siding v Z V L
PL99 *Final Plumbing
EL99 *Final Electrical Z : 16 .Qa
ME99 *Final Mechanical
BP99 *Final Building
"Final Signatures are Certificate of Occupancy for Single Family Residence
Code Pool&Spa Approvals Date Inspector OTHER DIVISION RELEASES
SPO 1 Electric Conduit UG Department Approval required prior to the
SP02 UG Gas Piping building being released by the City
SP03 Pool Steel Rein./Forms Date Inspector
SP04 I Pool Plmb./Pressure Test Fire
SP05 Pre-Gunite-Approval EVMWD
SP06 Rough Pool Electric Finance
SP07 Pool Fence/Gates/Alarms Engineering
SP08 Pre-Plaster Approval TUMF
SP99 I Final Pool/Spa Planning/Landscape
TY. OF
LA E LSIIA0�E
D REAM EXT RE M E TM 130 South Main Street
APPLICATION FOR APPLI T NO. Q
APPLICATION RECEIVED
BUILDING PERMIT
. DATE IS
VALUATION CALCULATIONS
BUILDING ADDRESS
1st FLOOR SF
TRACT BLOCK/PAGE LOT/PARCEL
2nd FLOOR SF `3 xf- -O
NA
3rd FLOOR SF O i— i L. :vn,6 Kc-4(M
W AILINPHONE
GARAGE SF, N ADDRESS h
E CITY C S ATLE./ IP
STORAGE SF R � I--G G �Sf r C!'� �S
I hereby affirm that I am licensed under provisions ot chapter 9(commencing
DECK&BALCONIES SF with section 7000)of division 3 of the business and professions code,and
C my license is in full force and effect.
OTHER: SF O LICENSE# p CITY BUSINESS
N AND CLASS Q /?�.� TAX#
n ,�.^.^,,�� T NA E
VALUATION:a oQi d V R QC j
A IV LIN
C ADDRESS
FEES T CITY STA E/ZIP PHONE
o 1vlV rr&+-; 9-2 °2 9 -GG8-4a.1'
BUILDING PERMIT $ l J Q) R C T R' I NA URE
PLAN CHECK I ` ' `' 3 NA
LICENSE#
A � .5.
PLAN REVIEW R AILING
C ADDRESS2 I COCL-di to gy (°. d
SEISMIC H CITYSTATE/ZIP
PHONE
C-A-
PLAN RETENTION ❑NEW OCC GRP./ CONST.
❑ADDITION DIVISION: TYPE:
❑ALTERATION NUMBER OF NUMBER OF
[]OTHER STORIES: BEDROOMS:
SINGLE FAMILY ZONE:
❑APARTMENTS
g11 certify that I have read this application and state that the ❑CONDOMINIUME HAZARD YES
above information is correct.I agree to comply with all city TOWN HOMES AREA? N
and county ordinances and state laws relating to building p COMMERCIAL SPRIN�:LEJ h '? :-., cri� M It. � '-a m
construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUI E r I ro- �• � O 1 It r- m x *I -i
city to enter upon the above-mentioned property for insp- ❑REPAIR PROPO$E;D Q��P,Bt Cl r� r' 111
1 °"
I r-, r_i i•d -- II ,-1 � -Tl
lion purposes. ❑DEMOLISH PRESENTIU d1 ,_, r 0
JOB DESCRIPTION t•_i rr, n 7-
ITI
a m � ��nni
Signature of Applicant or Agent Date L C I I r,-, r�, ,�
,_J I1 i I—
Gi M
Agent for con rector ❑ owner 1 M I ddA W
Agents Name 4, I `-`1 II
A, L11
Agents Address 1 1 ?• a It ir!
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IS[ INNOVATIVE 29970 Technology Drive, Suite 108
STRUCTURAL Murrieta, CA 92563
ENGINEERING Phone: (951) 600-0032
Fax: (951) 600-0036
Structural Calculations for:
KULII/1 RESIDENq4
Phot �i6),K-r u
13� s. , DIV ION
LAKE E'L �E, CA 92530
r � , 03
- `>
Owner/Deveb
New Da SoZe
23811 Washington Me S PC 'I 10 #224
Murrieta, CA 92562
December 15, 2015
ISE Job - 15-29 0
P�OFE S/
O
S 627 m
Exp.6/30/7 6 X
` s� TRUCT
�TF OF
1
INNOVATIVE 29970 Technology Drive, Suite 108
STRUCTURAL Murrieta, CA 92563
ENGINEERING Phone: (951) 600-0032
Fax: (951) 600-0036
ROOF CHECK FOR HOUSE
Check Photovoltaic Array Addition at Buildings -2013 California Building Code (CBC)
Gravity Design Loads:
Roof Type: Tile over 1/2"sheathing over 2x4 Rafters over 5/8"gypsum board
Live Load: 20.0 psf
Dead Load:
Roofing Material: 12.0 psf
Sheathing: 1.5 psf
Roof Framing Members: 1.5 psf
Drywall: 3.0 psf
Insulation: 1.0 psf
Miscellaneous: 1.0 psf
Solar Array& Rack System 2.80 psf ----Additional Load Applied
Roof Dead Load w/o Solar Array 1 20.00 Ipsf Over<50%of Roof Area
Roof Dead Load at Solar Array= 1 22.80 psf
Total Roof Load w/o Solar Array 1 40.0 jpsf
Total Roof Load at Solar Array= 1 42.8 psf
Area of Solar Array Addition (for gravity check)= P407 ft2
Total Area of Affected Trusses(for gravity check) 130 ft2
Area of Solar Array Addition(for seismic check)= 407 ft2
Total Area of Affected Roof(for seismic check)= 130 ft2
Check Additional Gravity Loads on Trusses:
Total Load Increase at Affected Trusses= 1.01 psf
Percentage of Total Load Increase= 2.52% 1 < 5.0% OK
:. Per CBC 3403.3 Additional Solar Array
Weight is Structurally Acceptable
Check Additional Gravity Loads on Lateral Resisting System:
Dead Load Increase at Entire Roof= 1.01 psf
Prct. Dead Load Increase on Entire Roof= 5.05% < 10.0% OK
:. Per CBC 3403.4 Additional Solar Array '
Lateral Load is Structurally Acceptable
' W
5ht: E1
INNOVATIVE 1 29970 Technology Drive, Suite 108 Date: --
IS I STRUCTURAL Murrieta, CA 92563 #: --
ENGINEERING (951)600-0032, (951)600-0036 Fax A : --
ROOF MOUNTED SOLAR PANELS
Earthquake Design per A5CE 7-10 -15.3.1
Design Parameters
Site Class= D Per Table 1613A.3.2 Latitude,deg Longitude,deg
Short Period 5.A.,56= 2.450 U5G5 33.6905 -117.3883
Site Coefficient,Fa= 1.00 Table 1613A.3.3(1)
5ms=F855= 2.45 EQ 16A-37
5D5=2/3 5ms= 1.63 EQ 1OA-39
Importance Factor,Ip= 1.00 5e0tion 13.1.3
Height of Equipment,z= 25.00 ft
Height of Roof,h= 26.00 ft
Weight of Panels to each Mount,Wp= 37.84 Ibs
a = 1.00 Table 15.0-1
RP= 2.50 Table 13.6-1
Determine Fp,Seismic Design Force(5TRENGTH LEVEL)
Fp=(0.4aP5DsWP)(1+2z/h)/(RP/Ip)= 29 Ibs EQ 13.3-1
[Not Greater Than.] Fp=1.65vcWpl,= 99 Ibs EQ 13.3-2
[Not Less Than:] Fp=0.35pcWplp= 19 Ibs EQ 13.3-3
Therefore,Use Fp= 29 Ibs at each Roof Mount Bracket
a
13htc wi
INNOVATIVE 29970 Technology Drive, Suite 108 Date: --
IS[ STRUCTURAL Murrieta,CA 92563 # --
1 ENGINEERING (951)600-0032, (951)600-0036 Fax
ROOF MOUNTED 50LAR PANELS
Com onento and Cladding Wind'Load Design per A5CE 7-10,30.4.2- h<60 ft
Design Parameters
Design Wind Velocity(3s Gust),V= 110 mph
Wind Exposure= C
Mean Panel Height= 25.00 ft
Total Effective Area of Typical Array= 407 fe
Panel Area to Each Support= 16.25 ft'
Angle of Panels= 25 degrees
"a"_ 3 ft(aft.Min.)
Determine Wind Force at Each Roof Mount
c� =0.00256 KZ Krt Kd V41= 14.6 psf Load case 0.6*W
Kz= 0.94 Table 30.3-1,Page 317
K,= 1.0 Figure 26.8-1,Page 252-253
K,I= 0.85 Table 26.6-1,Page 250
1= 1.00
GCp(Zone 1)= 0.30 -0.80 Per Figures 30.4-1 thru 30.4-7
GGp(Zone 2)= 0.30 -1.20 Per Figures 30.4-1 thru 30.4-7
GC,(Zone 3)= 0.50 -2.00 (NO PANELS IN ZONE 3 FOR THI5 PROJECO
(+)P=qh(GGp-GCp;)= 10.0 -17.8 psf,Positive Wind(10 psf min)-Worst Case
Lateral Load at Each Mount= 69 -122 Ibs
Compression/Uplift at Each Mount= 147 -262 Ibs
Roof Alount/a attached to rmfeheath/ng&roofinembere w/(1)5/16"xJ-1/2"Lag Bolt w/M/n.2.5"thread
embed er New Day 50/ar.
Allowable Loads for 5/16"-Diameter Lag Screw per the 2012 NDS:
(Table 11.2A) Withdrawl= 266 lb/in x 2.5" x (Cd=1.6) = F!24
64 Ibs
(Table 11K) Shear— 140 Ib x (Cd=1.6)= Ibs
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Max.DC voltage 600 V 600 V 600 V
Rated MPPT voltage range 175-480 V 175-480 V 175-480 V
MPPT operating voltage range 125-500 V 125-500 V 125-500 V
Min.DC voltage/start voltage 125 V/150 V 125 V/150 V 125 V/150 V
Max.operating input current/per MPP tracker 18 A/15 A 24 A/15 A 24 A/15 A
Number of MPP trackers/strings per MPP tracker 2/2
Output(AC)
AC nominal power 3000 W 3330 W 3840 W 4000 W
Max.AC apparent power 3000 VA 3330 VA 3840 VA 4000 VA
Nominal AC voltage/adjustable 208 V/• 240 V/• 208 V/• 240 V/• 208 V/• 240 V/•
AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V
AC grid frequency;range 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz
Max.output current 15 A 16 A 20 A
Power factor(cos w) 1 1 1
Output phases/line connections 1/2 1/2 1 /2
Harmonics <4% <4% <4%
Efficiency
Max.efficiency 97.2% 97.6% 97.2% 97.5% 97.2% 97.5%
CEC efficiency 96.5% 96.5% 96.5% 97.0% 96.5% 97.0%
Protection devices
DC disconnection device •
DC reverse-polarity protection •
Ground fault monitoring/Grid monitoring •/•
AC short circuit protection •
All-pole sensitive residual current monitoring unit •
Arc fault circuit interrupter(AFCI)compliant to UL 1699B •
Protection class/overvoltage category I/IV
General data
Dimensions(W/H/D)in mm(in) 490/519/185 (19.3/20.5/7.3)
DC Disconnect dimensions(W/H/D)in mm(in) 187/297/190 (7.4/1 1.7/7.5)
Packing dimensions(W/H/D)in mm(in) 617/597/266 (24.3/23.5/10.5)
DC Disconnect packing dimensions(W/H/D)in mm(in) 370/240/280 (14.6/9.4/11.0)
Weight/DC Disconnect weight 24 kg (53 lb)/3.5 kg (8 Ib)
Packing weight/DC Disconnect packing weight 27 kg (60 Ib)/3.5 kg 18 Ib)
Operating temperature range -40'C...+60°C (-40*F...+140°F)
Noise emission(typical) 5 25 dB(A) <25 dB(A) <25 dB(A)
Internal consumption at night <1 W <1 W <1 W
Topology Transformerless Transformerless Transformerless
Cooling Convection Convection Convection
Electronics protection rating NEMA 3R NEMA 3R NEMA 3R
Features
Secure Power Supply • • •
Display:graphic • • •
Interfaces:RS485/Speedwire/Webconnect 0/0 0/0 0/0
Warranty:10/15/20 years 6/0/0 0/0/0 •/0/0
Certificates and permits(more available on request) UL 1741,UL 1998,UL 1699B,IEEE 1547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1
NOTE:US inverters ship with gray lids
Type designation SB 3000TL-US-22 SB 380OTL-US-22 SB 4000TL-US-22
VINCI & ASSOCIATES
Structural Engineers
CLIENT:
Professional Solar Products, Inc.
1551 S.Rose Ave.,Oxnard,CA 93033
Tel:805-486-4700
Subject: Static load test results for the following:
Mounting System Maximum Frame Maximum Frame Load Equivalent Wind Speed
Length (in.) Width (in.) (lbs/ft2) (mph)
RoofTrac11 65(77**) 40 50 125(100**)
TEST SETUP(as shown in attached drawingdetaio:Three modules,as specified above,were bolted to 136"x1.5"x2.5"
Professional Solar Products(PSP)patented RoofTra0 support rails using an assembly of 5/16"Stainless Steel (SS)bolts,
SS lock washers and proprietary PSP aluminum clamps and inserts.The RoofTra& support rail was attached to the PSP
Rooffrac)structural attachment device with 3/8"SS hardware at four attachment points.The setup was attached to 2"x6"
wooden rafters using 5/16"x 3-1/2"SS lag bolts.The attachment spans consisted of 48"front to rear with structural
attachments spaced 72"on center.
TEST PROCEDURE(as shown in attached drawingdetaiq:The test set up was top loaded to 50 Ib/ft2.The setup remained
loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were
recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was re-loaded to 50
Ib/ft2.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of
permanent deformation were recorded.
TEST RESULTS:
The maximum top load deflection was recorded at 0.313",with no permanent deformation.
The maximum uplift deflection was recorded at 0.250",with no permanent deformation.
This document certifies the RoofTracc mounting system used with the modules,as specified above,withstands the stated
static pressure load,equivalent to the stated wind speeds**. The mounting system performed as expected.
Sincerely,
James R.Vinci,S.E.
This engineering report verifies that Vinci&Associates has provided independent observation for load testing as described in this report. The results of this
load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci&Associates does
not field check installations or verify that the mounting system is installed as described in this engineering report.
Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength.A 5/16"lag bolt requires a 311 "pilo I .
It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to t o
structure may result in damage to equipment.personal injury or property damage. The purposed racking system may be installed on any roof p o
maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed in a o f in ber
or blocking with a 5/16"diameter screw at each Fast-jack location. Screws shall have minimum of 2',/1,penetration into framing member f z 1& and a
minimum of 3"penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0"square at each corner of the r )
This office does not express an opinion as to the load bearing characteristics of the structure the
mountingsystem/modules are being installed on.
ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products
(including,but not limited to FastJackO,TileTrac",and FoamJacke)can be interchanged with this J
system. r` w
yS
Check with local building department or AHJ for site specific requirements.
*Modules measuring within stated specifications and tested to UL1703,or equivalent,are included
in this engineering** / /t5
Wind loading values relative to defined load values using wind load exposure(125 mph for 5/12
roof pitch or less:100 mph for greater than 5/12 roof pitch)and gust factor coefficient'exposure C"
as defined in the 2012(IBC)/2013(CBC).For 77"x 40"module,equivalent wind speed derated to
100 mph. l`yFO�
***Module tested:64.6"x 39.4'x 1.7"(sin) F
****Est.snow load rating of 25 Ib/ft2 based on 2.0 safety factor.(15 Ib/ft-'for 77"x 40"module)
1337 E. Thousand Oaks Blvd, Ste 114 Thousand Oaks, CA 1362
Page 1 of 2 RT_6
72'
65" 48
Module
Area = J_
-18-ft2_each
—,1 Approx 20'max I—
overhang 40*
Total module (45 lbs ea.)
and rail (12 lbs ea.)weight: 159 lbs
Number of attachments-. 4 ea
Weight / attachment point: 40 lbs
Area: 54 ft2
Distributed weight: 2.95 lb/ ft2
5/16" Stainless Top Load Deflection: 0.313"
Steel Hex bolt
5/16" Stainless Steel
Lock Washer
C�l Aluminum ProSolar
Inter-Module Clamp -T
Aluminum ProSolar Up lift Deflection: 0.250"
Rail nut
2-1/2" Aluminum ProSolar
RoofTrac@ Support Rail
3/8" Stainless Steel Hex
Bolt and Flat Washer Sf
Aluminum ProSolar patented S
Fast,lack(R) Roof Attachment* 0
No. 1
P. 2 1
5/16" Stainless Steel Lag Bolt
and Flat Washer
!C
*Lab tested structural attachments manufactured by Professional Solar Products Rociffirac'
iincluding Fast lackm.TileTrace.and FoamJackv)can be interchanged with this system. Solar Modules
Professional Solar Products PoofTraco Patent#6,360.491 Static load test Illustration
Photovoltaic mounting system
Page 2 of 2 RT-6
KU-60 1000V Series
ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS
Stan•. • Test ConditionsCells per module: 60(6 x 10)
III •• • •• Dimensions: 65.43in/38.98in/1.81 in
MCA length/width/height (1662mm/990mm/46mm)
• Weight: 41.9lbs(19.Okg)
P 265 W
max
VmP 31.0 v PACKAGING SPECIFICATIONS
IMP 8.55 A Modules per pallet: 20
V 38.3 V Pallets per 53'container. 36
o<
Pallet box dimensions: 66in/40in/47in
Ise 9.26 A length/width/height (1 675mm/1005mml 1 175mm)
p +5/-0 % Pallet box weight: 950lbs(430kg)
tolerance
1.81"
Nominal Operating Cell Temperature Conditions(NOCT)
NOCT=800 W1W irrodiance, I ambient temperoture, (46w)
I I
0
Tnlocr 45 C � POTTED
JUNCTION
P 191 W Box(IM)
m_
VmP 27.9 V CCABLE W/
ONNECTOR�p1 +� ❑
LABEL
ImP 6.85 A
V. 35.1 V
ISC 7.49 A
PTC 238.1 W
Temperature •-
Prn. -0.45 %pc 0.87"(22m)
i
VmP -0.48 %/°C zo
ImP 0.02 %/°C
l'
1 38.98"(99010 !i
V� -0.36 %/°C
;11 0
lu 0.06 %/°C
Operating Temp -40 to+90 °C Grounding Hole Grounding Hole Grounding Hole Mounting Hole
0.16- (4mn) 0.19" (4.7m,) O.28" (7mo) 0.35" (9m)
DesignSystem
FRAME CROSS SECTION DIAGRAM
Series Fuse Rating 15 A o 4l- 0.47'
Maximum DC System Voltage(UL) 1000 V
Hailstone Impact in(25mm)@ 51 mp(23m/s) m
Subject to simulator measurement uncertainty of 3%. aa.> W
KYOCERA reserves the right to modify these specifications without notice.
LONG SIDE SHORT SIDE
WARNING,Read the instruction
manual in its entirety prior to
handling,installing&operat-
ng Kyocera Solar modules.
040215 OUR VALUED PARTNER
KYOCERA" Solar, '•• • '• '•1 • fax www.kyocei-asolar.com
I(YOCERa KU -60 1 OOOV Series,.
KU265-6MCA ''
CUTTING EDGE TECHNOLOGY - - --As a pioneer with four decades of experience in th
development of photovoltaic systems, Kyocera drives
market as a leading provider of PV products. We
demonstrate our Kaizen philosophy, or commitment to
continuous improvement, by setting the industry standard
in the innovation of best-in-class solar energy equipment.
QUALITY BU v .
•UV-stabilized, anodized aluminum frame in black
•Supported by major mounting structure manufacturers
• Easily accessible grounding points on all four corners
for fast installation =
• Proven junction box technology with 12 AWG PVwire
works with transformerless inverters
•Amphenol N4-UTX locking plug-in connectors
provide safe, quick connections
PROVEN RELIABILITY
• Kyocera modules confirmed by the Desert Knowledge
Australia Solar Centre to have the highest average
output of any crystalline module
• First module manufacturer in the world to pass long-
term sequential testing performed by TUV Rheinland
• Only module manufacturer to achieve the rank of
"Performance Leader" in all six categories of GTM
Research's 2014 PV Module Reliability Scorecard .
CERTIFICATIONS
• UL1703 Certified and Registered, UL Module Fire"
Performance: Type 2, CEC
• NEC 2008 Compliant, IEC 61215/61730,and ISO 14001'`"°-.
r
CL us '�
More efficient Shade management Easier
F.
Secure Power Supply Broad temperature range Flexible communications
A NEW GENERATION OF INNOVATION
THE SUNNY BOY TL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY.
Transformerless design in all types of climates and for longer periods of Leading monitoring
time than with most traditional string inverters. and control solutions
The Sunny Boy 3000TL-US / 380OTL-US g
/ 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more e
7000TL-US/ 770OTL-US are transformerless than high performance and a large graphic
inverters, which means owners and installers One of many unique features of the TL-US display. The monitoring and control options
benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of 5 s
A wide input voltage range also means the Power Supply. With most grid-tied inverters, flexibility. Multiple communication options Z
inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter o
under a number of conditions. powered home. SMA's solution provides and one that can be monitored on Sunny B o
daytime energy to a dedicated power outlet Portal from anywhere on the planet via an
Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating g
been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug-and-play I e
inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal 2 i
US series has been tested to UL 1741 and UL solution to their monitoring needs. m
1699B and is in compliance with the arc fault Simple installation `E
requirements of NEC 2011. Wide Power Class Range <
As a transformerless inverter, the TL-US
Increased energy production residential series is lighter in weight than Whether you're looking for a model to
its transformer-based counterparts, making maximize a 100 A service panel or trying
OptiTrac'm Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV .o
tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure
adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide :g
mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW—
higher total power output.And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any
trackers, the TL-US series can ably handle saving labor and materials. residential application.The TL-US series is not
complex roofs with multiple orientations or only the smartest inverter on the planet,it's also < g
string lengths. The 380OTL-US and 770OTL-US models allow the most flexible.
installers to maximize system size and energy
An extended operating temperature range of production for customers with 100 A and 200
-40 aF to+140 a ensures power is produced A service panels.
Toll Free +1 888 4 SMA USA
www.SMA-America.com SMA America, LLC
- ---------------------------------------------
Efficiency curve SUNNY BOY 5000TL-US-22 240Vac'------------------------ Accessories
98
..-••-• 5 e peed-/Wbconnect RS485 interface
96 ........................................... interface DMd85CBLS10
............................... SWDM-US,10
.
94
0 4:
92
90
Fan kit for SB 3000/3800/
90 f 4000/5000TL-US-22
•••• Eta 1 96 ----- - FANKIT02-10
75 V
w eB a N^- 1
Eta IV„-400 VI ns aeo
86 -•• Eta(Vw-480 VI VM M j
0.0 0.2 0.4 0.6 0.8 1.0
•Standard feature 0 Optional feature -Not available
------ Output power/Rated power------
---- Data at nominal conditions
Sunny Boy 5000TL-US Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US
208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC
5300 W 6300 W 7300 W 8000 W
600 V 600 V 600 V 600 V
175-480 V 210-480 V 245-480 V 270-480 V
125-500 V 125-500 V 125-500 V 125-500 V
125V/150V 125V/150V 125V/150V 125V/150V
30A/15A 30A/15A 30A/18A 30A/18A
2/2
4550 W 5000 W 5200 W 6000 W 6000 W 7000 W 6650 W 7680 W
4550 VA 5000 VA 5200 VA 6000 VA 6000 VA 7000 VA 6650 VA 7680 VA
208 V/• 240 V/• 208 V/• 240 V/• 208 V/• 240 V/• 208 V/• 240 V/•
183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V
60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz 60 Hz/59.3-60.5 Hz
22A 25A 29.2A 32A
1 1 1 1
1/2 1/2 1/2 1/2
<4% <4% <4% <4%
97.2% 97.6% 97.0% 97.4% 96.8% 96.8% 96.8% 97.3%
96.5% 97.0% 96.5% 97.0% 96.5% 96.5% 96.5% 96.5%
•
•
•
•
1/IV
490/519/185 (19.3/20.5/7-3)
187/297/190 (7.4/11.7/7.5)
617/597/266 (24.3/23.5/10.5)
370/240/280 (14.6/9.4/11.0)
24 kg (53 lb)/3.5 kg (8 lb)
27 kg (6016)/3.5 kg (8 16)
-40*C...+60°C (-40*F...+140°F)
<29 dB(A) <29 dB(A) <29 dB(A) <29 dB(A)
<1W <1W <1 W <1 W
Transfotmerless Transformedess Tronsformerless Transformedess
Convection Fan Fan Fan
NEMA 3R NEMA 31Z NEMA 3R NEMA 3R
0/0 0/0 0/0 0/0
0/0/0 0/0/0 9/0/0 0/0/0
UL 1741,UL 1998,UL 1699B,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22.2 107.1-1
SB 5000TL-US-22 SB 6000TL-US-22 SB 7000TL-US-22 SB 770OTL-US-22
MADE IN
T//eTlr(3 C
Patent#5,146,029
Tile Roof Structural Attachment
NEWS STAINLESS STEEL TILE FLASHING
The patented TileTrac® attachment allows for a structural roof rafter connection with optimal
attachment stud location adjustability.Design results in the best looking systems in the industry.
Tile Trac°for s-curve Tile Trac 0 for flat
concrete tile concrete tile
(6" Tall Threaded Stud) (4" Tall Threaded Stud)
fl
Part#TT-18-T6 Part#TT 18-T4
r ,
Benefits of TileTrac
• Easiest and lowest cost waterproof tile roof • Includes Stainless Steel tile flashing and
attachment Stainless Steel lag bolt
•Over 15 years of industry preferred single lag •Aluminum and Stainless Steel components for
bolt design maximum corrosion resistance and strength
• 3rd party lab waterproof and load tested • Large roof surface contact area evenly
•Compression sealed at underlayment and top distributes load
of tile
• • ' • The TileTrac® Design
• Structurally attaches to roof rafter and allows the rail attachment stud to be
located at the strongest point of the tile (the crown) where water does not flow.
Without TileTrac® With TileTrac° Water flows High Point/
Crown
Sealed at top of tile in the Valley of the Tile
of the Tile (optimum)
i i • e Suppor Support Rail
TileTrac®
assembly
Not structurally t Sealed at structurally
• • • • Rafter underlayment Rafter attached to
attached to the rafter the rafter
Installation steps for both s-curve and flat concrete tile*
X,
STEP l:Select a tile in the area of the roof rafter. STEP 2:Remove the tile by pushing and pulling. STEP 3:Using an electronic stud finder(recommended),
It is usually held in place by a small nail. or other means,locate the rafter center.
Mark a reference point on the tile above.
Step 4:Seal the initial tile nail hole.Using a 3/16" Step 5:Insert the lag bolt and washer through Step 6:Using a 1/2"socket,install the lag bolt until
drill bit and drill guide(FJ-Drill),drill pilot hole the TileTraC, and apply fresh compatible seated.Do not overtighten.The sealant should flow
along the rafter center sealant to the base. outward sealing any holes.
Step 7:After bolting the base to the roof,slide the upper carriage Step 8:Replace the tile by lining up the snap lines Step 9:Using a 1/2"carbide drill bit and ROTARY HAMMER
into the correct position under the crown of the tile.For Flat tile, and mark the drill location accordingly. DRILL in hammer mode,drill through the tile.See online
slide the upper carriage near the middle of the tile. video at www.prosolar.com for details.
� Y
Bind (2),3/8" nuts to to
of stud! . of work
Step 10:Insert threaded stud through the and hand-tighten Step 11:Unbind nuts and remove from stud.Apply Step 12:fasten rail with lower and upper
to engage with base.Bind two 3/8"nuts(included)using sealant around stud at the opening and compress 3/8"nuts/washers as shown.
9/16"wrenches and tighten. with Stainless Steel flashing(included)until seated.
'Not recommended for clay or slate tiles.
OProfessional Solar Products, Inc. Mar. 2011.TileTrac'is a registered trademark and covered under Pat. #5,746,029
professional
nm-
Drill us ProSolar® RoofTraco
SOLAR products 407217 Bonding and Grounding Guide
(Patent Pending)
For RoofTrac®Rail Bonding Splice
1/2"holes at bottom of rails with 1/2"*10 Irwin
Unibit®using the rail support as a hole location guide.
No buss bar • Insert 5/16"bolt through support holes and hand
thread into thread splice rail support insert. Fasten to
15 ft-Ibs.
I
For bonding module frame and clamps to support rail
Green lock
washer indicates • Fasten pre-assembled mid-clamp assembly to module
electrical bond frame,to 15 ft Ibs.
Module Frame Design:
j double wall, aluminum, 1.2"-2.0"tall, 0.059"-0.250"
thickness, UL1703 or equivalent tested module.
UL467 standard tested bonding equipment for use with
Professional Solar Products(ProSolar®)support rail.
Bonding of module to RoofTrac®rail via ProSolar�'rail
channel nut using buss bar.
Bonding of RoofTrac6 rail to RoofTrac®rail via ProSolar'
UL467 tested universal splice kit(splice insert and
Assembled Self-bonding splice support).
Mid Clam With SS Bus Bar Self-bonding Mid
p Clamp Fastened on Rail Grounding of RoofFracl rail via Ilsco SGB-4 rail lug.
(Solar Module not shown)
System to be grounded per National Electrical Code(NEC).
See NEC and/or Authority Having Jurisdiction (AHJ)for
grounding requirements prior to installation.See final
run (racking to ground electrode)grounding equipment
installation instructions for specific installation information.
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP).
TileTrac®is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTrac®and FastJackO are registered trademarks for PSP
and are covered under U.S.patent#6,360,491. RoofTracl bonding designs patent pending.
Page 1 of 4
professional
SOLAR ProSolaro RoofTrace
product. Bonding and Grounding Guide
(Patent Pending)
I
Cb
Can be placed I
under module to r~''V
hide connection
if desired
FOR GROUNDING CONNECTION
ILSCO SGB-4 rail ground connection
BASIC WIRING DIAGRAM
Roof7rac' Universal
Rail Bonding Splice
/ Grounding
Lug
I
41
Grounding
Lug
COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015:All information contained in this manual is property of Professional Solar Products(PSP).
TileTrac'O is a registered trademark for PSP and is covered under U.S.patent#5,746,029.RoofTra&I and FastJack°are registered trademarks for PSP
and are covered under U.S.patent#6,360,491.RoofTrac8 bonding designs patent pending.
Page 2 of 4
Intertek Listing Constructional Data Report (CDR)
t 0 Reference,and'Address,:. r
,,Report Number,.. 100779407LAX-003 Original Issued: 14-Se -2012 Revised: 28-A r-2015
Standards) :' UL Subject 2703-Outline of Investigation Rack Mounting Systems and Clamping Devices for
Flat-Plate Photovoltaic Modules and Panels. Issue#2: 2012/11/13
A 'plicant;"." Professional Solar Products, Inc. Manifacttirer Professional Solar Products, Inc.
1551 S. Rose Avenue 1551 S. Rose Avenue
ss Addre Address
Oxnard, CA 93033 °` Oxnard, CA 93033
Count °r` USA Count USA
Contact ��,.,-< Stan Ullman Contact. ;'; ` Stan Ullman
Phone ' (805)486-4700 Phone---;- (805)486-4700
FAX • (805)486-4799 FAX « _. (805)486-4799
Email s(@prosolar.com Email s@prosolar.com
Page 1 of 63
This report is for the exclusive use of Intertek's Client and is provided pursuant to the-agreement between Intertek and its Client. Intertek's responsibility and
liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the
agreement,for any loss,expense or damage occasioned by the use of this report.Only the Client is authorized to permit copying or distribution of this report and
then only in its entirety.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be
approved in writing by Intertek.The observations and test results in this report are relevant only to the sample tested.This report by itself does not imply that the
material,product,or service is or has ever been under an Intertek certification program.
Page 3 of 4
Report No. 1 Page 2ufG3 Issued: i i2
Professional Solar Products, Inc. Revised: 28-App2015
Product, Photovoltaic Racking System
The product covered by this listing report is a rack mounting system. It is designed to be
installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments,
depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system
is comprised of support rails and top-down clamping hardware.This device can be used on
most standard construction residential roof-tops.
Thi system is in compliance with the mounting, bonding and grounding portions of UL Subject
is
2703. This system has the following fire class resistance ratings:
Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic
Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules
with or without the wind skirt. Class A for Low Slope Applications when using Type 1, Listed
Photovoltaic Modules when a minimum of 12"gap between the roof surface and the bottom of
the module is maintained. Class A for Low Slope Applications when using Type 2, Listed
Photovoltaic Modules when a minimum of 14"gap between the roof surface and the bottom of
the module is maintained.
RoofTrac has different types of bonding and grounding, below is a list of them:
Bonding of module-to-Roof Trac rail via Weeb PMC
v6s'cilptlok' Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar
Bonding of module-to-Roof Trac rail via Ilsco SGB-4 lugs
Bonding of Roof Trac rail-to-Roof Trac rail via Weeb Bonding Jumper-6.7
Bonding of Roof Trac rail-to-Roof Trac rail via Ilsco SGB-4 Lugs
Bonding of RoofTrac rail-to-RoofFrac rail via ProSolar UL 467 tested universal splice kit(Splice
Insert and Splice Support)
Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2
inches
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.
This product investigation was performed only with respect to specific properties, a limited
range of hazards, or suitability for use under limited or special conditions.The following
risks and other properties of this product have not been evaluated: electric shock, Ultraviolet
light exposure.
.Models RoofTrac
Model Similarity. N/A
Fuse rating: 20 A
Mechanical Load: 30 PSF
re ass
:Ratings--.'-: Class A for Steep Slope Applications when using Type I and Type 2, Listed Photovoltaic
Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic
Modules
M hanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm
ec
frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack
gs
posts with 1-1/2 inch tall RoofTrac rail. And maximum span of 72 inches using 4 inch and 6 inch
TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail.
Page 4m^ so^o.umo-J.~`mMandatory
CAUTION
-DUAL POWER SUPPLY-
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN
U)
M
� Driveway
cn
.n
a�
Z
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AC Disconnect s
Inverter Located Within Garage
Utility Point Service Meterin
- Photovoltaic System Specifications -
Rated Maximum Power-point Current (DC): 25.65 Am
Rated Maximum Power-point Voltage (DC): 341.0 Volts
Maximum System Voltage (DC): 471.9 Volts
Short Circuit Current (DC): 11.57 Am s
Rated output Current (AC): 29.2 Am
Nominal Operating Voltage (AC): 240.0 Volts
` New Day Solar 1 (855) 444-6329
SERVICE BY QUALIFIED PERSONNEL ONLY
TOTAL SYSTEM SPECIFICATIONS NOTES:
Roof Type:S-Tile Model:KU265-6MCA 1. All supplied electrical equipment is UL.ETL or CSA listed.Modules are 1703 y
One Line Wiring Diagram for Photovoltaic System Length: Width: Weight 41.9lbs. UL, grouped proposed ,while
gth 9 9 Pe P Po 9 1 f
Total module weight 41.9 lbs.x 23=963.7 lbs. Inverters carry a 1741 UL Listing. �,; ✓ ?
23 Kyocera KU265-6 MCA Solar Modules PTC 238. 1 Attachment weight:1.8 Ibs x 30=54 lbs. 2. All equipment will be installed and grounded in accordance with current code �'` .'4C "
Rail weight 7.351b.x 16=117.6 lbs. and manufacture's installation instructions.
Total weight:963.7 Ibs.+54 lbs.+117.6 lbs.=1135.3 Ibs. 3. Note Plaques shall be plastic,with engraved or machine printed letters. The
Total array area:3
and 1 SMA S B7000TL-US-22 (240Vac) Inverter 8.98 x 65.43/144=(17.71)x 23=407.37 sq ft. 'Warning:Photovoltaic Power Source"sign will be at least 318 inch-high white
Maximum roof load: 2.79 lbs.per square foot. lettering on red background.The sign will be applied with approved adhesive
�+ii ►^y� Maximum attachment load: 37.84 lbs.per attachment. * material.
5.301 KW AC System I I Size __ - _J 4. All conduit shall be as follows: New Day Solar �n
PVC for below ground wiring,Metallic Flex for indoor attic locations,and EMT v
ELECTRICAL CALCULATIONS FOR CONDUCTORS(SOLAR) Article 240.4D CEC Article 110.14 CEC 310.1 2 a CEC for above ground.Conduit runs shall be located as to reduce trip hazard,as
_ 310.1500610EC 310.15(8)(16)CEC 310.158;�3;�c;CEC_ minimized in length as possible and installed along bottom of load bearing
CIRCUIT LOCATION CIRCUIT AMPS�I, WNZE UGE&TYPE YYI CITY COIOIATTYPE $ofC0WJCTM CONDUIT WE members.
5. Photovoltaic DC conductors enterin the buildin shall be installed in a (D Q
Module/J Box 1 9.26 1.58 i10 PV V�fre 40 a 90c° NA 84 90c° MA 25.6Amps 2 NA 9 9
Module/J-Box 2 i 9.26 1.56 4. 010 PV-vMre a Nq ) 25 gAmps NA NA metallic raceway and shall be identified every 10 feet,within 1 foot of turns or �
Module/J__o_ C3 9.26 1.56 14.44 110 PV-VMre_ 40 a W11 NA ! )MA 25,6Amps NA 2 NA bends and within 1 foot above or below penetrations of roof/ceiling assemblies, 0
- walls or barriers with"WARNING:PHOTOVOLTAIC POWER SOURCE."will be
J-Box I Inverter 9.26 _ 1. #1�THHN/TFMM-2 40Amps 6(90c� NA .64 90c MA 25.6 ___2
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J-Box _ C5 9.26 1.56 14.44 #10_THHWTHVMI-2 40Am s 90c° NA .64 90c° INA 25.6Am 2 = 6 Xor installed.(CRCR331.2) I'R (N U
p ( -�- 6. Photovoltaic equipment and all associated wiring and interconnections shall beCD
J Box/Inverter C6 9.26 1.56 14.44 #10_THHNITHVM 2 40Amps a 9pC° NA 64 9pc° MA 25,ggmps 2 installed by Qualified Personal as well as Current(2013)California Building 0 � Lo (1� Z
InverterlDisclDsc.IService C7 29.2 1.25_ 36.5 #8 THHN/THVMI2�-55Ampsa 90c' 50 a 5c 1.0 tgnei 11.0 5C° 55 /50 N111afim M4 3 y4 orl Code(CBC),California Electrical Code(CEC),California Residential Electrical
Code (CRC), California Plumbing Code (CPC),Green Building Code. /n N CN N 0 ;
and Current Mechanical Code. �J J J
7. Utility will be notified and grant permission before full activation of the PV It system. � Q
8. Backfed breaker used as the method of the interconnection shall not read, (n Q f , (D
"Line and Load". M = U I
9. Photovoltaic system conductors shall be identified and grouped. The Q r
C I O means of identification shall be permitted hi ans. T40 r4 coding, � 0
TY ' making tape,tagging.or they approved►nonce T1. rag_ea_n.s of grouping / 1 - �.
II be wire fiat or similar means at least once.and Ih�tt2t intervals not to � �J
BUILDR6"ebivislON a) � = � Z
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(NEW)225 Amp Service Panel ` V
w/a 125 Amp Main Breaker
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_ 8 SB7000TL-US 22 �A �+/ v J 0 �
C3 l (240Vac) _ _ _ _ _ �_ � �
N Locbble Cockade �_ `-
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Grounding is Int rated - C sr EATON(UL LISTED) EATON TILL LISTED)
"See note below. C6 I>�RP 0VI,�P
710 VAC.e0 A 210 VAC,90 A
orfnW or°mbr
GroundnsW. Grounding)s#6 THHNlTHVVN-2 PRE-EXISTING - Dram B . New DaySolar
GROUNDING ELECTRODE Y
Bare Copper „the emstvrg main seance panel does not Date: 11.30.15
have a veneable groun6ng elearnoe,„!s
the PV oontradars responsi to I"al
a wopernerrtal grand^9 e+ectrroCe AHJ Approval Area
*` Module to racking grounding will be achieved via integrated Pro Solar Green Self-Bonding The Main Breaker is located at the end of the Bussing.
Clips and Splices. Each row of modules will then be connected via IISCO SGB-4 lug or similar PV connection to the Service Panel is positioned at the
,j (� and#6 bare copper to junction box. Grounding from junction box to equipment/service will be opposite end of the buss from the main circuit location.
R. Scott Carlson, CA State License#812958, Type C10&C46
Prepared #6 (or greater)THHN/TH\AN-2 (UL 467)(CEC 250.136A). Per, CEC 705.12(D)
Scale:- 1" = 20'
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+ Conduit Run will be nearly all through attic locations. Rain-tight metallic flex will be used, as well
as EMT for entry into attic locations for roof-mounted installations. Compliant with 690.4(F)
Prepared By: + Roof Access points shall be provided in accordance to v2013 CRC R331.4.1 and CBC 3111.4.1
+ Modules shall not exceed ridge, and lay parallel to roof surface for all roof-mounted installations.
C Scott Carlson + Disconnects shall be clearly marked and shall conform with NEC article 690.
CA State License # 812958 + CRC2013 (California Residential Code) Smoke alarms and Carbon Monoxide detectors shall /
License Type C46 are located as required per Sections R314 and R315 within CRC2013.
Scale: 1" = 2D 12" minimum distance from all heating ventilation. . ;
No roof vents will be covered by modules. 4
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New Da Solar
— Racking Rails �'
Utility Point Service Metering
Rafter Size: 2' x 4 Inverter Located Within Garage Cll
2 x 6 AC Disconnects ' o Z
Spacing: 24„ O.C. (� N U J
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AHJ Approval Area
/ + Conduit Run will be nearly all through attic locations. Rain-tight metallic flex will be used, as well
� �-� as EMT for entry into attic locations for roof-mounted installations. Compliant with 690.4(F)
Prepared By. + Roof Access points shall be provided in accordance to v2013 CRC R331.4.1 and CBC 3111.4.1
+ Modules shall not exceed ridge, and lay parallel to roof surface for all roof-mounted installations.
C A State License # 812958 Scott Carlson + Disconnects shall be clearly marked and shall conform with NEC article 690.
C + CRC2013 (California Residential Code) Smoke alarms and Carbon Monoxide detectors shall /
License Type C46 are located as required per Sections R314 and R315 within CRC2013.
Flashable Roof Stanchion Breakdown Module Placement Dimensions
40" _.
blhdth ad�asted for attachments
Eeqp
t expanded for easier view. r n
ent will be fastened tightly V
facturer specifications. New Day Solar Q
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Pro Solar Rail 3/8" Stud (1)
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Stainless Steal FlashingLower and Upper 3/8,f Nut and W 65
ashers 48" Q 0 Z
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5/16" x 3.5" Lag Bolt Tile Trac Upper and Lower carriage CCU N L
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Overhang will notCo
be more than 20"
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Racking Specifications and Notes N J' 00
1) RoofTrac shall be used for all racking, fitted with p
Tile Trac attachments for all anchorage. M
2) The Roof Track railing mounting system design is rated for , , N
withstanding a 50 lbs. per square foot static pressure load, L N
equivalent to a wind speed of approximately 125 mph. LION" _E q U co o
3) Utilizing the Tile Trac series, the vertical ultimate load is 2,359 lbs. 5 ' I CO
Module Racking Height while the lateral ultimate load is recorded at 808 lbs. E N o N
4) Modules shall not exceed ridge. � � 0 0000 CO
5) All roof penetrations are sealed with sealant and are ( J Z •S ^M
guaranteed for ten years. W �
_ *See attached cutsheets for supporting documentation.
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Rail 6"-10" Q- E_ -`� I� Q
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TOTAL SYSTEM SPECIFICATIONS AHJ Approval Area
o Modules will be installed Roof Type: S-Tile Model: KU265-6MCA
parallel to roof surface Length: 65.43 Inches Width: 38.98 Inches Weight: 41.9 lbs.
and shall not exceed ridge. Total module weight: 41.9 lbs. x 23 = 963.7 lbs.
Attachment weight: 1.8 lbs x 30 = 54 lbs.
Rail weight: 7.351b. x 16 = 117.6 lbs.
�"% Total weight: 963.7 lbs. + 54 lbs. + 117.6 lbs. = 1135.3 lbs.
Prepared B : ( � Total array area: 38.98 x 65.43/144 = 17.71 x 23 = 407.37 s ft.
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R. Scott Carlson Maximum roof load: 2.79 lbs. per square foot.
CA State License # 812958 Maximum attachment load: 37.84 lbs. per attachment.
License Type C46
Notations:
A.GENERAL WARNING C AUTI ON
1. Applicable codes. Photovoltaic equipment,.all associated wiring and interconnections shall be installed by
Qualified Personal. All projects shall comply with the following referenced codes:
a. 2013 California Electrical Code(CEC) CONDUCTORS ARE ALWAYS ENERGIZED,
b. 2013 California Building Code(CBC)and/or 2013 Residential Code(CRC) EVEN WHEN MAIN IS DICONNECTED -DUAL POWER SUPPLY-
c. 2013 California Plumbing Code(CBC)d. 2013 California Mechanical Code(CMC) THERE IS UP TO 600 VOLTS DC. POWER TO THIS BUILDING IS ALSO SUPPLIED LU
,
ewDay
e. 2013 California Fire Code SERVICE BY QUALIFIED PERSONS ONLY FROM THE FOLLOWING SOURCES WITH
B.ROOF ` N Solar Lv
f. Current California Business and Professions Code Contact: New Day Solar 1 (855)444-6329 I DISCONNECTS LOCATED AS SHOWN ,
1. Roofing and weatherproofing. All roofing and weatherproofing installation shall comply with the following methods _ - -_ _ - - i
-----
and requirements: Mounting Location:Junction Box(s)
a. Any arrays integrated with the roofing material shall be Class"A"rated. Applicable only if system includes a string inverter(s). /
b. All roof penetrations shall be secure and weather-tight.(CRC 903.2) ® � Q� v
c. Module installations shall not cover or block any roof plumbing or mechanical vent locations. (CPC 904, > I ' '
CPC 906,CMC 802.6,CMC 510.8) d L Q O W
2 Firefighter access requirements. All roof-mounted solar photovoltaic systems shall comply with the following: PV SYSTEM DISCONNECT Drive c6 N V /n
a. Roof access points shall be provided per the following and in conformance with CRC --r I` CD L V
R331.4.1 or CEC 3111.4.1 as applicable: FOR UTILITY OPERATION 5 Q
1. Located in areas not requiring placement of ground ladders over openings such as doors/windows. -WARNING- Pool O -0 N Q
2. Located at strong points of building construction in locations where access point does not conflict /'� 0)N N M Q 7
with overhead obstructions such as tree limbs,wires,or signs. - ELECTRICAL SHOCK HAZARD - U) ' L
2 Inspector access requirements. A portable ladder complying with CAL-OSHA requirements shall be made available TERMINALS ON BOTH LINES AND \ (N 5, r n
and secured in place for inspection. LOAD SIDES MAY BE ENERGIZED /l C (.0
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C.ELECTRICAL /� (n r 1I
1. Wiring methods. All wiring installation shall comply with the following methods and requirements: IN OPEN POSITION. DUAL POWER \V r �/ �+ /n
a. All supplied electrical equipment is UL,ETL or CSA listed.Modules are 1703 UL,with a Class A Fire Rating r v �J J
when grouped with the proposed racking,while Inverters carry a 1741 UL Listing. SUPPLY PHOTOVOLTAIC SYSTEM C) f , (� I O
b. All equipment will be installed and grounded in accordance with current code and manufacture's installation r V O C Q
instructions. Mounting Location:Disconnecting means(NEC 690.17) �..�
C. All junction boxes,disconnects and conductors are in accordance withtables 310.15(B)(2)(a)and M r LO
310.15(B)(3)(c)of the(NEC)rated at 60c°75c°or 90c°when applicable. Co
d. Utility will be notified and grant permission before full activation of the PV system. Inverters z CD Q
e. Backfed breaker used as the method of the interconnection shall not read,"Line and Load".
f. Corrosion resistant conduit shall be used for all underground runs and installations. WARNING N v)
g. All metallic raceways and equipment shall be bonded and electrically continuous per CEC 250.90 and -ELECTRICAL SHOCK HAZARD- AC Disconnect S Z
25 O
h. Grounding
ing electrode conductor will be continuous,except for splices or joints at busbars within listed THE DC CONDUCTORS OF THIS PHOTOVOLTAIC
equipment per NEC 250.64 C. SYSTEM ARE UNGROUNDED AND MAYBE U) ^
i. Photovoltaic arrays shall be provided with DC ground-fault protection.(CEC 690.5) Photovoltaic System Specifications- 0 U
j. All exterior conduit, fittings,and boxes shall be rain-tight and approved for use in wet locations. ENERGIZED. Rated Maximum Power-point Current(DC): 33.08 Amps _0
(CEC 314.15). Mounting Location:J-Box,Combiner Box and DC Disconnect(s). Rated Maximum Power-point Voltage(DC): 333.3 Volts O U 0
k. Working Clearnaces around existing electrical equipment as well as new electrical equipment will be U
Applicable only with ungrounded power systems. Maximum System Voltage(DC): 463.2 Volts O
maintained in accordance with CEC 110.26. ho-rt Circuit Current DC : 11.06 Am s 0 U
I. Grounding Bushings will placed around pre-punched concentric knockouts on the DC side of the system. O
(CEC 2%97) - Rated output Current(AC): 52.5 Amps
m. All exposed wiring shall be listed as sunlight resistant and all outdoor equipment shall be NEMA 3R rated. Nominal Operating Voltage(AC): 240.0 Volts U fn
(CEC 690.31,CEC 310.8) WARNING 0 " z
n. All conduit shall be as follows: a) ^ O
1. PVC for below ground wiring,Metallic Flex for indoor locations,and EMT for above ground. Conduit O 70
runs shall be located as to reduce trip hazard,as minimized in length as possible and installed along - ELECTRICAL SHOCK HAZARD - +�•� O _U U
bottom of load bearing members. IF GROUND FAULT IS INDICATED, "(New Day Solar 1 (855) 444-6329 y- U U
o. Markings shall be placed on interior and exterior DC conduit,raceway,enclosures,and cable assemblies NORMALLY GROUNDED CONDUCTORS
every 10 feet--within 1 foot of turns or bends and within 1 foot above and below penetrations of roof/ceiling MAY BE UNGROUNDEDAND ENERGIZED. SERVICE BY QUALIFIED PERSONNEL ONLY U -1 (� OO
assemblies,walls,or barriers-with minimum 3/8-inch-high white lettering on red background reading: �,
t ,
'V\ARNI NG:PHOTOVOLTAIC POWER SOURCE."(CEC 690.31) - - U C: U
p. DC breakers shall be listed and rated for PV use.(CEC 705.12) Mounting Location:On the Inverter (NEC 690.53)(NEC 690.54)(NEC 690.56B)(NEC 705.10) 0 Q) �
-a 7C3
q. All equipment shall be identified on a warning placard clearly showing location of all pertinent equipment and Applicable only if system includes string inverter(s). Mounting Location:Service Panel — 0 70 -0 O C_
disconnects. The placard shall be metal or plastic,with engraved letters in contrasting color to the placard. "Actual Signage Design Located within Cut Sheet Packet 0 O O U M
r. PV connection in panel board shall be positioned at the opposite(load)end from the input feeder location or - U
main circuit location.(CEC 705.12) O U fn
s. If approved plans show de-rating of the main breaker,a placard label is required at the panel.(CEC 690.53, -WARNING- INVERTER � c
CEC 690.17,CEC 705.10) O
t. All exterior conduit placement and sizing shall have ambient temperature adjustments in conformance with -CAUTION- -WARNING-
the temperate compliance of the table 310.15(b)(16). OUTPUT CONNECTION THIS BREAKER HAS U -0 V U
u. Integrated and or micro-inverter systems shall have a rooftop AC disconnect and comply with E—
CEC690.14(d)(1)and(2). DO NOT RELOCATE THIS BEEN DOWNSIZED DEDICATED SOLAR
v. Photovoltaic system conductors shall be identified and grouped. Themeans of identification shall be C (�
permitted by separate color coding,marking tape,tagging,or other approved means. The means of TO AMPS SUB-PANEL. DO NOT Q LU m 0- G LE
grouping shall be wire ties or similar means at least once,and then at intervals not to exceed six feet. OVERCU RRENT DEVICE DO NOT UPSIZE ADD NEW CIRCUITS. E .� M M
2. Grounding Methods. All grounding installations shall comply with the following grounding methods/requirements: L O •E •E 0
a. All modules shall be grounded in accordance with the CEC and the manufacturer's installation instructions. Mounting Location:Inverter Output Connection Mounting Location:Breaker Mounting Location:Dedicated U L L L L
b. Unless specified by the manufacturer,all inverters shall have a grounding electrode conductor with a Applicable only if MB has been reduced. Sub-Panel only when applicable. — 2 r
minimum size of#6 copper wire.(CEC 690.47) Correct Amperage will be engraved. — U
c. Electric service panels shall be grounded with the a grounding electrode(s)that complies with CEC Article CD M (10 M M
250.Grounding-rods shall be supplemented by a second grounding-rod installed at least 6 feet apart. WARNING: PHOTOVOLTAIC POWER SOURCE SOLAR U)U U U U U U E
(CEC 690.47) -' 5 c`7 co (o McM �d. If the existing main service panel does not have verifiable grounding electrode,it shall be the contractor's Mounting Location:Conduit Run j
responsibility to install a supplemental grounding electrode. Service grounding electrode must be verified Photovoltaic DC conductors entering the building shall be identified Mounting Location:Breaker O
at the time of inspection for all buildings. Buildings with a metallic water pipe system as the sole grounding every 10 ft.and within 1 foot of bends and above/below penetrations •O O O O O 0
electrode shall have a supplemental electrode installed.(CEC 690.47) of roof/celing assemblies,walls,or barriers. L N N N N N U