PMT16-02060 City of Menifee Permit No.: PMT16-02060
29714 HAUN RD.
SACCELh� MENIFEE, CA 92586 Type: Residential Electrical
MENIFEE Date Issued:
0711112016
PERMIT
Site Address: 27910 RADFORD DR, MENIFEE, CA Parcel Number: 335-091-018
92586 Construction Cost: $26,525.00
Existing Use: Proposed Use:
Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,34 PANELS, 1 INVERTER,7.812 kW
Work:
Owner Contractor
TIM PAGE NEW DAY SOLAR
27910 RADFORD DRIVE 23811 WASHINGTON AVE STE C110
MENIFEE, CA 92586 #224
Applicant Phone:8554446329
TIM STONEKING License Number:812958
NEW DAY SOLAR
23811 WASHINGTON AVE STE C110
#224
MURRIETA, CA 92562
Fee Description Qtv Amount ISI
Solar, Residential or Small Commercial 1 252.00
Building Permit Issuance 1 27.00
Additional Plan Review Electrical 158 157.50
GREEN FEE 1 2.00
SMIP RESIDENTIAL 1 4.00
General Plan Maintenance Fee-Electrical 1 12.60
$466.10
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carded on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise slated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bidg_Permit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and a am exempt from licensure under the Contractors State License Law for
Professions Code and my license is in full force and effect, the following reason:
License Class C mil] License No. By my signature below I acknowledge that,except for my personal residence
Expires_Signature in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
o l hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 ofthe Labor Code,for the performance of work for which www.le¢info.ca.aov/calaw.html.
this permit Is issued.
Policy JI
Date
PROPERTY OWNER OR AUTHORIZED AGENT
o 1 have and will maintain workers compensation insurance,as required by
section 3700 of the Labor Code,for the performance of the work forwhich 0 By mysignature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number areC:'� (� ` application and the information I have provided is correct.I agree to comply
Carrier JV`Ec-'�—t; r 2a� t4 with all applicable city and county ordinances and state laws relating to
[� .1 ' building construction.I authorize representatives of this city or county to
Poliryq /Zk�C/ Expires Q enter the above identified property for inspection purposes.
(This section need not to be completed Is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
0 I certify that in the performance of the work for which this permit is issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE g
workers compensation laws of California,and agree that if I should become
HAZARDOUS MATERIAL DECLARATION
subject to the worker's compensation provisions of Section 3700 of the Labor
Code,I shall forthwith complyw��ttkIhose pro ifons. Will the applicant or future building occupant handle hazardous material ora
/ y� mixture containing a hazardous material equal to or greater that the
Applicantr�� ./ ¢Date amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE 15 0Yes {dNo
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines
CONSTRUCTION LENDING AGENCY ❑Yes_-No
I hereby affirm that under the penalty of perjury there is a construction WIII the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer bounda. of school?
(Section 3097 Civil Code) 0 Yes
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
permitting checklist.I understand my requirements under the State of
I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning
Contractors License Law for the reason(s)Indicated below by the hazardous material reporting.
checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes /!
Business and Professions Code).Any city or county that requires a permit to
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER CiJRAUTH[_0RIZED9k6CNT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION.REPAIR AND PAINTING(RRPJ
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with
an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a 0 An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not Intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or Improved for the purpose of sale. 0 No EPA Lead-Safe Certified Firm is required for this project because:
o I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
EsGil Corporation
In(Partnership with Government for Building Safety
DATE: 07/06/16 p APPLICANT
ti—JURIS.
JURISDICTION: City of Menifee ❑ PLAN REVIEWER
❑ FILE
PLAN CHECK NO.: PMT16-02060 SET: I
PROJECT ADDRESS: 27910 Radford Dr.
PROJECT NAME: TIM PAGE 7,700 Watts Solar Photovoltaic System.
® The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® Esgil Corporation staff did not advise the applicant that the plan check has been completed.
❑ Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted' Telephone #:
Date contacted: ( ) Fax #:
Mail Telephone Fax In Person E-mail:
❑ REMARKS:
By: Sergio Azuela Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 07/01
9320 Chesapeake Drive,Suite 208 ♦ San Diego, California 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576
City of Menifee PMT16-02060
07/06/16
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02060
PREPARED BY: Sergio Azuela DATE: 07/06/16
BUILDING ADDRESS: 27910 Radford Dr.
BUILDING OCCUPANCY: TYPE OF CONSTRUCTION:
BUILDING AREA Valuation Reg. VALUE ($)
PORTION ( Sq. Ft.) Multiplier Mod.
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code mnf Manual Input
Bldg. Permit Fee by Ordinance
Plan Check Fee by Ordinance
Type of Review: ❑ Complete Review ❑ Structural Only
❑Repetitive Fee El Other
Repeats ] 1.5 Hrs. @
EsGil Fee $157.50
' Based on hourly rate
Comments: 1 1/2 hours plan review.
Sheet 1 of 1
macvalue.doc+
ISEINNOVATIVE STRUCTURAL ENGINEERING, INC.
INNOVATIVE z997o TECHNOLOGY DR,SUITE io8
STRUCTURAL MURRIETA,CA 92563
ENGINEERING PHONE:95i.600.0032
www.ISEengineers.com
STRUCTURAL CALCULATIONS FOR:
PAGE RESIDENCE
PHOTOVOLTAIC ARRAY ADDITION
27910 RADFORD DR
SUN CITY CA z 86 City of MenlfeDe t.
9 5 Building & Safety P
JUN 3 0 2016 O
Received 9
OWNER/DEVELOPER
New Day Solar
23811 Washington Ave. Suite iio #224
Murrieta, CA 92532
June 27, 2oi6 9
ISE PROJECT z
t
S 6 m
Exp.6/30/18 ��
MUSGS Design Maps Summary Report
User-Specified Input
Report Title Page Residence
Tue June 28,2016 00:26:47 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 33.71580N, 117.209710W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
Nuevo,
i,Nq[t _1gi[.l4 J2 SI
-- Perry,.:.. �o,ir
;l
.Rulnolmld _Horneland
Hem
7-1
SA
im City
Nhnch stet
1�
.Lake Ekinore
USGS-Provided Output
Ss = 1.500 g S,s = 1.500 g S" = 1.000 g
S, = 0.600 g S,,, = 0.900 g S0, = 0.600 g
For Information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP"building code reference document.
MCEa Response Spectrum Design Response Spectrum
1.65
1.50 1.10
1.35 0.95
1.20 0.99
1.05 0.77
P 0.90 Oi 0.66
N 0.75 on 0.55
0.GO 0.44
0.45 0.33
0.30 0.22
0.15 0'11
0.00 0.00
0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.G0 1.20 2.00
Period,T(sec) Period,T(sec)
For PGA„, T„ Cis, and Ca,values, please view the detailed report.
° In INNOVATIVE STRUCTURAL ENGINEERING, INC.
INNOVATIVE z997o TECHNOLOGY DR,SUITE io8
STRUCTURAL MURRIETA,CA9z563
ENGINEERING PHONE:95i.600.0032
www.ISEen ineers.com
CBC SECTIONS 3403.3 &3403.4 - ADDITIONS
Check Photovoltaic Array Addition at Buildings -2013 California Building Code
Gravity Design Loads:
Roof Type: Shingle over i/z"Plywood sheathing over 2x4 Rafters over 5/8"gypsum board with
insulation and miscellaneous loading
Roof Live Load: F 200 psf
Root 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
Roof Dead Load w/o Solar Array= 1 20.00 jP5f
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)= fflft,
Total Area of Affected Roof(for gravity check)= fe
Area of Solar Array Addition(for lateral check)Total Area of Affected Roof+Floor(lateralcheck) ft`(Floor IfApplicable)
- ISEINNOVATIVE STRUCTURAL ENGINEERING, INC.
INNOVATIVE 2997oTECHNOLOGY DR,SUITE 3o8
STRUCTURAL MURRIETA,CA92563
ENGINEERING PHONE:951.600.0032
www.ISEen ineers.com
CBC SECTIONS 3403.3 &3403.4 - ADDITIONS
Check Photovoltaic Array Addition at Buildings- 2013 California Building Code
Check Additional Gravity Load:
Total Load Increase at Affected Roof= 0.90 psf
Percentage of Total Load Increase= 2.24% < 5.o% OK
Per CBC 3403.3 Additional Solar Array Weight is
Structurally Acceptable
Check Additional Gravity Load on Lateral Resisting System: (Floor Load at 2-Story only if Applicable)
Dead Load Increase at Entire Roof+Floor= 0.90 psf
Prct.Dead Load Increase on Entire Roof+Floor= 4.48% < io.o% OK
:. Per CBC 3403.4 Additional Solar Array Lateral
Load is Structurally Acceptable
INNOVATIVE STRUCTURAL ENGINEERING,INC.
IN
NBVATIVE 2997o TECHNOLOGY DR,SUITE io8
STRUCTURAL MURRIETA,CA 92563
ENGINEERING PHONE:95i.600.0032
www.ISEen ineers.com
ROOF MOUNTED SOLAR PANELS - Earthquake Analysis
Earthquake Design per ASCE 7-10- Section 13.6 (Mechanical/Electrical Components)
Array Properties(Per Solar Array Designer)
Warray:1 2.80 PSF
AREAarray: 602.0 1FT'
Seismic Anchor Properties(Anchor Per Solar Array Designer)
Vallow(NDS Table 11.2A): 23o lb/Mt 5/16"Lag Screw w/minimum 2.5"Embedment using
Tallow(NDS Table 11K): 1o64 lb/ SnapNRack Mount System
FDesign Parameters
Site Class= D ASCE 7.10,Sec.11.4.2 1 Latitude,deg Longitude,deg
Ss= 1.500 USGS 33.7158 -117.2097
S1= o.600 USGS
Site Coefficient,Fa= 1.00 Table 11.4-1
Site Coefficient,Fv= 1.5o Table 11.4-2
S0s=2/3 Fa*Ss= 1.000 ASCE 7-io,EQ 11.4-3
So,=2/3 Fv*S1= o.600 ASCE 7-lo, EQ 11.4-4
Importance Factor,le= 1.00 ASCE 7-io,Table 1.5-2
Height of Equipment,z= 16.00 ft
Height of Roof, h= 27.00 ft
ap= 1.00 Table 13.6-1
RP= 1.50 Table 13.6-1
Determine Fp,Seismic Design Force(STRENGTH LEVEL)-ASCE 7-lo Section 13.3.1
Fp=(o•4aPS0slp)(1+2z/h)/(R)IP)= 0.769 EQ 13.3-1
Fp max=i.6S0sl,= 2.600 [Not Greater Than] EQ 13.3-2
Fp min=o.3S0slp= 0.3o0 [Not Less Than] EQ 13.3-3
CBC/IBC Alternate Load Combinations(A5D)-5ection 16o5.3.2, EQ.16-20&16-21
Sf=FP/1-4= o.549 j Horizontal Seismic Force ASCE 7-lo, EQ 12.4-3
Sfv=0.2S0s/1.4 = 0.143 lVertical Seismic Force ASCE 7-lo, EQ 12.4-4
Number of Required Seismic Anchors(Tension&Shear)
Vseismic=Sf*Warray*AREAarray= 925 lb,Total Lateral Load on Seismic Anchors
Tseismic=Sfv*Warray*AREAarray= 241 lb,Total Vertical Load on Seismic Anchors
No.of Anchors=Vseismic/Vallow= 4.0 No.of Required Lateral Load Seismic Anchors
No.of Anchors=Tseismic/Tallow= 0.2 No.of Required Vertical Load Seismic Anchors
Total No.of Required Anchors= 2 Worst Case Tension or Shear
No.of Anchors Supplied by Designer= 34 RoofTrac Standoff Mounts w/5/16"Lag Screw
IS[ INNOVATIVE STRUCTURAL ENGINEERING, INC.
INN UVATIVE 2997o TECHNOLOGY DR,SUITE 1o8
STRUCTURAL MURRIETA,CA 92563
ENGINEERING PHONE:951.600.0032
www.ISEen ineers.com
ROOF MOUNTED SOLAR PANES - Wind Analysis
Components and Cladding -Wind Load Design per ASCE 7-3.0, 30.4.2 - h<6o ft
Array Properties(Per Solar Array Designer)
Warray: 2.8o PSF
AREAarray: 602.0 IFT2
Seismic Anchor Properties(Anchor Per Solar Array Designer)
Vallow(NDS Table z 2A):j 230 lb/Mt 5116"Lag Screw wl minimum 2.5"Embedment using
Tallow(NDS Table zlK): io64 lb/Mt I Rooftrac Mount System
Design Parameters
Design Wind Velocity(3s Gust),V= 110 mph
Wind Exposure= C
Mean Panel Height= 26.00 ft
Total Effective Area of Typical Array= 602 ft'
Panel Area to Each Support= 12 ft'
Angle of Panels= 23 degrees
"a"= 3.5 ft(3ft.Min.)
Determine Wind Force at Each Roof Mount
qh=0.00256K�KrtKdV"= 13.4 psf Load caseo.6*W
K�= 0.85 Table 30.3-1,Page 317
Kn= z.o Figure 26.8-1, Page 252-253
Kd= 0.85 Table 26.6-3., Page 250
I= 1.00
GCP(Zone i)-r o.3o -0.80 Per Figures 30.4-1 thru 30.4-7
GCP(Zone 2)=1 0.30 1 -1.20 Per Figures 30.4-1thru 30.4-7
GCP(Zone 3)= 0.30 1 -2.00 (NO PANELS IN ZONE 3 FOR THIS PROJECT)
(+)P=qh(GCP-GCP;)= io.o -i6.i psf,Positive Wind(io psf min)-Worst Case
Lateral Load at Each Mount= 47 76 Ibs
Compression l Uplift at Each Mount= zio i78 Ibs
Rooftrac Roof Mount is attached to aligned roof member w/(i)5/16"Lag Screw w/Min,2.5"thread Embedment per Solar
Designer Roof Mount Specification.
Analysis Summary: Since allow. attachment design loads are greater than Wind demad,design is structurally acceptable.
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Sunny Bay SOO(rrL-US Sunny Roy 6000TIL-US Sunny Boy 7000TL-US Sunny Bay 7700TIL.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
530OW 6300 W 7300 W 8000 w
600 V 600 v 600V 600 V
175- 480V 210-480V 245-480 V 270-480V
125-500V 125-500V 125-500 V 125-SOO V
125 V/150 V 125 V/150 V 125 V/150 V 125 V/150 V
30A/15A 30A/15 A 30A/18A 30A/18A
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4550 VA 5000 VA 5200 VA 6000 VA 6000 VA 7000 VA 6650 VA 7680 VA
208 V/o 240 V/* 208 V/e 240 V/* 208 V/e 240 V/0 208 V/* 240 V/o
183-229 V 211 -264 V 183 -229V 211 -264V 183-229 V 211 -264V 183-229 V 211 -264 V
60 Hz 59,3-60 5 H2 60 H. 59.3-60.5 Hz 60 Hz 59.3-60.5 Hz 60 Hz 59.3-60.5 Hz
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617/597 266 124.3 23,5 10.51
370/240 2 80 (14.6 9.4 11.0)
24 kg 15316)/3.5 kg (S Ila)
27 kg (6016)/3.5 kg 18 lb)
-40-C...+60°C (-40'F.,.+140*F)
<29 dB(Al <29 dBIA) <29 dB(A) <29 dB(A)
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NEMA 3R NEMA 3R NEMA 3R NEMA3R
010 010 0/0 0/0
0/0/0 6/0/0 0/0/0 0/0/0
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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 Min Rail Height Max Span(in.) Maximum Frame Maximum Frame Load Equivalent Wind Speed
(n.) Length*(in.) Width*(in.) (Ibs/ft') 1 (mph)**
Rooffrac0 2-1/2 72 1 65(77**) 40 50 1 125(100**)
TEST SETUP(as shown in attached drawing detail):Three modules,as specified above, were bolted to 2.5"tallProfessional
Solar Products(PSP)patented Roof rracc support rails using an assembly of 5/16"Stainless Steel (SS)bolts,
SS lock washers and proprietary PSP aluminum clamps and inserts.The RoofTrac®support rail was attached to the PSP
RoofTracs 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 34/2"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 drawing detail):The test set up was top loaded to above specified load.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
above specified load.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 Roofirac®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 3/16"pilot hole.
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 the roof
structure may result in damage to equipment,personal injury or property damage. The purposed racking system may be installed on any roof up to a
maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed into a roof member
or blocking with a 5/16"diameter screw at each Fast-jack location. Screws shall have minimum of 2 Yz penetration into framing member for zone 1&2,and a
minimum of 3"penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0"square at each comer of the roof)
This office does not express an opinion as to the load bearing characteristics of the structure the
mounting system/modules are being installed on.
ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products
(including,but not limited to Fast lack®,TileTrac®,and FoamJack®)can be interchanged Win this
system.
& o
Check with local building department or AHJ for she specific requirements. t -Z
*Modules measuring within stated specifications and tested to UL1703,or equivalent,are Included w Ex
in this engneering
**Wind loading values relative to defined load values using wind load exposure(125 mph for 5/12 TUap� a�P
roof pitch or less;100 mph for greater than 5/12 roof pitch)and gust factor coefficient"exposure C" qTP CAUFpC�
as denied in the 2012(IBC)/2013(CBC).For 77"x 40"module,equivalent wind speed derated to
100 mph.
***Module tested:64.6"x 39.4"x 1.7"(sin)
****Est.snow load rating.of 25 Ib/ftz based on 2.0 safety factor.(15 Itvftz for 77"x 40"module)
175 E. Wilbur Rd, Suite 103 Thousand Oaks, CA 91360
Page f of 2 RT_6
Off FastJack
r ' Patent R6,360,491 ' ' �
� t r
Fastjack° Structural Roof Attachment
ith New Aluminum Flashing and Collar
"See 90 second
> real-time complete
: install video at
MUM.prosolar.com"
y , a•
Available in:
Ytall FastJack"E-Series Part#FJE-200
T tall FastJack�E-Series Part#FJE-300
Fast."talck E-SeriFastJacke laSeries Part#FJE-050
FastJacka E-Series Flashing&Collar Part#FJE-Flash
AlF
Benefits ofFastjacknand Fastjack Flashing
• Lowest cost, highest quality • Black powder-coated flashing and collar
• 90 second install time • Solid aluminum post prevent water flow
• Includes Stainless Steel (SS) lag through post into roof
bolt and SS ProSolar rail attachment • Heavy-duty 0.032" aluminum flashing
hardware thickness
• • ' • The Fastjack Design
• • • Patented, single lag bolt design makes
it the easiest to install attachment
• • •
• 2 piece design allows flashing to easily
slip over base, prior to post
: 1 : . 11 • Flashing design prevents water
ingress from any direction
. r • Made in U.S.A., American Recovery
and Reinvestment Act (ARRA)
• " ' • compliant
professional G§o)usSOLAR im ProSolar® RoofTrac®
prods Inrertek Bonding and Grounding Guide
.ton„
UL2703 (Patent Pending)
I
For RoofTraca Rail Bonding Splice
•Drill 1/2"holes at bottom of rails with 1/2"110 Irwin
I, Unibit"using the rail support as a hole location guide.
No buss bar • Insert 5116"bolt through support holes and hand
thread into thread splice rail support insert. Fasten to
15 ft-Ibs.
I
I
For bonding module frame and clamps to support rail
Green lock
washer indicates Fasten pre-assembled mid-clamp assembly to module
electrical band frame,to 15 fit-Ibs.
Module Frame Design:
I double wall,aluminum, 12" 2.0"tall,0.059"-0250"
thickness, UL1703 or equivalent tested module.
UL467 standard tested bonding equipment for use with
Professional Solar Products(PmSolarr)support rail.
Bonding of module to RoofTra&rail via ProSolaO rail
channel nut using buss bar.
Bonding of RoofTrac"rail to RoofTraO rail via ProSolar'
UL467 tested universal splice kit(splice insert and
splice support).
Assembled Self-bonding Self-bonding Mid
Mid Clamp With SS Bus Bar Clamp Fastened on Rail Grounding of RoofTrac"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).
TleTrac'is a registered trademark for PSP and Is covered under U.S.patent#5,746,029.Roofrra&and FastJacV are registered trademarks for PSP
and are covered under U.S.patent#6,360,491.Roof rrac'bonding designs patent pending.
Page 1 of 4
EmListing Constructional Data Report (CDR)
1.0 Reference and Address
Report Number 100779407wc-003 Original Issued: 14-Se -2012 Revised: 28-A r-2015
Standard(s) L Subject 2703-Outline of Investigation Rack Mounting Systems and Clamping Devices for
Vat-Plate Photovoltaic Modules and Panels. Issue#2: 2012/11/13
Applicant Professional Solar Products, Inc. Manufacturer Professional Solar Products, Inc.
Address 1551 S. Rose Avenue Address 1551 S. Rose Avenue
Oxnard, CA 93033 Oxnard, CA 93033
Country USA Country USA
Contact Stan Ullman Contact . Stan Ullman
Phone (805)486-4700 Phone (805)486-4700
F (805)486-4799
EA
FAX
mail sC@orosolar.com Email s@prosolar.com
Page 1 of 63
This report is for the exclusive use of Intertek's Client and is provided pursuant b the agreement between Intertek and its Client. Intedek's responsibility and
liability are limited to the terns and conditions of me agreement. Intertek assumes no liability to any party, other than to the Client in accordance vnm the
agreement,for any loss,expense or damage occasioned by the use of this report Only the Client is authorized to permit wpying or distribution of this report and
then only in its entirety.Any use of me Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be
approved in venting 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 wrsfication program.
Page 3 of 4
CAUTION
-DUAL POWER SUPPLY-
POWER TO THIS BUILDING IS ALSO SUPPLIED
FROM THE FOLLOWING SOURCES WITH
DISCONNECTS LOCATED AS SHOWN
® Driveway i.
Q
O
® a
Inverter
Utility Point Service Me erin
- Photovoltaic System Specifications -
Rated Maximum Power-point Current (DC): 34.2 Amps
Rated Maximum Power-point Voltage (DC): 341.0 Volt
Maximum System Voltage (DC): 471.86 Volt
Short Circuit Current (DC): 11.57 Amps
Rated output Current (AC): 32.0 Amps
Nominal Operating Voltage (AC): 240.0 Volts
'(New Day Solar 1 (855) 444-6329
SERVICE BY QUALIFIED PERSONNEL ONLY
TOTAL SYSTEM SPECIFICATIONS NOTES:
One Line Wiring Diagram for Photovoltaic System Roof Type:Comp-Model'.Weih265SMCA 1. All UL,withsuppliedClass FinsR Rating
eUL,ETL grouped
th the proposed
racking,
r r {
Length:65.431nches Width:38.981nches Weight:41.91bs. UL,with a ClassA Fire Rating when grouped with the proposed raddng,while
34 Kyocera KU265-6MCA Solar Modules PTC 238.1 Total module weight: t 1b lbsx54=97.2 lbs. Inverters carry a1741UL Listing
Attachment weight:1.8 Ibs x 54=97.2 lbs. 2. All equipment will be installed and grounded in accordance with current code -
Rail weight.7.351b.x 23=169.1 Ibs, and manufacture's installation instructions. _
and 1 SMA SB770OTL-US (240Vac) Inverter Total am fight a:38..98 x 65431144=( 7.71)Ibs.= 602.19 sqt 3. Note"warning:
stow shall ai plastic,Sourc graved or machine printed letters. The
Total anay area:38.98 x 65.43/144=(17.71)x 34=602.19 sq ft "Warning:Photovoltaic Power Source"sign will be at least 3/8 inch-high white
Maximum roof load:2.8Ibs.per square foot, lettering on red background.The sign vAll be applied with approved adhesive
Maximum attachment load: 31.31 Ibs.per altadlment material.
System Size: 7.812 kWAC *4. All conduit shall be as follows: `1 New Day Solar rn
PVC for below ground wiring,Metalic Flex for indoor attic locations,and EMT v
ELECTRICAL CALCULATIONS FOR CONDUCTORS(SOLAR) Article 240.41)CEC Article 110.14 CEC 310.15((B 2))((a))CEC for above ground.Conduit runs shall be located as to reduce trip hazard,as
310.15(B)(16)CEC 310.15(B)(16)CEC 310.15(B��3)(C)CEC minimized in length as possible and installed along bottom of load bearing
CIRCUITLOCATiON AMPS MAXA WIREGAUGEBTYPE SMM CAPACITY 1111RECAPACITY CONDUITTYPE #ofCONOUCMRs CONDUITSQE members.
Module1J-Box C1 9.26 1.56 0 40Am m 90c° A .64 ° 1NA 25.6kn NA 5. Photovoltaic DC conductors entering the building shall be installed ina C Q
Module/J-Box C2 9.26 1.56 14.44 #10 Pv-wde 40Ampsm gOc NA .64 MA 25.6Am s NA 2 1 NA metallic raceway and shall be ideni fed every 10 feet,within 1 foot of turns or > C
Module I J-Box C3 926 1.56 14. #to PV_Wre 40Am 90e° NA .64 90c NA 25.6Am NA NA bends and within 1 foot above or below penetrations of roof tiling assemblies, O
ModulelJ-Box C4 9.26 1.55 14.44 #10 Pv-wte 4OAm 90e NA .649W)INA 25.6Amps NA
BAm s 6walls or barriers with'WARNING:PHOTOVOLTAIC POWER SOURCE."will be L
J43oxllnvelter C5 9.26 1S6 14.44 #10 THHNRHV&2 40Am g0if NA .64 90c° INA 25. 2 NA installed.(CRCR331.2) I7( (V V
. Photovoltaic equipment and all associated wiring and inleroonnedons shall be M C: L
J-Boxllmeiter 9.26 1.56 14.44 #10 THHNffHM2 40Am s a W1 NA .64 gW INA 25.6Am 2 _ 3WorLarya' installed by Qualified Personal as well as Current(2013)California Building
Ja milmarter C7 925 1.56 14.44 #10 THHWUHM2 40Am s i 90c° NA 64 9W INA ps NalAim#4 2 -8 Code(CBC),California Electrical Code(CEC),California Residential Electrical 0 0 �_
J- alinverter 9. U-44 111 41Ampsm( NA .64 11 INA 25.6Am NDMM#4 Code (CRC), California Plumbing Code (CPC),Green Building Code, �/'� 0)N N
InvederlSelvice C9 32 125 40 THHNRMAI4-2 55Am 90e° 5OAm m 50°iixonu 1.0 90e° 11.0 55/50Am *Notafdn#4 3 3'wa and Current Mechanical Code. �/J � N 0) N y) J
Seldo:!Outlet CIO 30 NA 30 Fd Tf#iWfHNN-2 55Am 90c° WAm 5e em�.l 1.0 90t .0 5c° 5y50 prn s *Noletion#4 Wor 7. Utility will be notified and grant permission before full activation of the PV CO
system. Q M
B. Backfed breaker used as the method of the interconnection shall not read, � Q ` ,
"Line and Load". T V 1 11
9. Photovoltaic system conductors shall be identified and grouped. The Q ` LJ�J
CIO
means of identification shall be permitted by separate color coding, S
marking tape,tagging,or other approved means. The means of grouping 4_1
shall be We lies or similar means at least once,and then at intervals not to
exceed six feet. T_ � ----
City Of Menifeo co L Ln Z
Building R Safety De .Z M 5
(E)200Amp Service Panel
JUN3U2016 Nero
w/a 200Amp Main Breaker
R I
eceiver, 0/�0
o W
t
C10 L c Ir- , , ,
3sAmp L Q LC} OI
C1 J-Box uaa u _ 0 N ,
_ 1 L 0). °.
- - - - - - - 0
2 L
5 U 1
- - SMA America ^ LL. co
3 6 SB770OTL-US-22 C9 L. , 30A F+
(240Vac) CV
cn R
I 7s � L 1 _ � � �
E � � � �
Groundingis Integrated 1 N r^ m
"See note below. 8 ° ��^" L.L r vJ
PRE-EXISTING
GROUNDING ELECTRODE Drawn B New Da tGroundin is#6 Grounding is#8THHWTHWN-2 nubeas4^Bmansasmpwe,mrsmY y. y lar
Bare Copper Date:
AA lk
ixa w cawaaor„e, ,nry m mxan
a auPPieawntd gmun�ig ek_nraae.
AHJ Ap o
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.
Prepared B � :S�-��tl -" 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
p y 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 I on. �O
R. Scott Carlson, CA State License#812958,Type C10&C46 #8(or greater)THHN/THWN-2(LIL 467)(CEC 250.136A). Per.CEC 705.12(D)
Scale: 1" = 20' ,
New Day Solar J
0-
a) E w
Q O
L
0 O 'CT LO M
p)NN0) O
151' UM) 0 CD N
Utilit Point Service Meterin m -0
� CO CO LO
161' z : � LO
z N (n � 00
36" Fire Pa ay
00 < <
• A 36" ire Pathway M CO
L C) Lo O�
O � N
O < O'
52 0 LO
p • ® N� 4-M CO
-a 6" e Fiat ay (n 0- O U �Z
O
0 6" Fire Path ay > 0) �
Driveway N U) 0) Q
AHJ Approval Area
95'
+ 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
R. Scott Carlson + Modules shall not exceed ridge, and lay parallel to roof surface for all roof-mounted installations.
+ 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° = 20' 12" minimum distance from all heating ventilation.
Key
No roof vents will be covered by modules. ;
• Penetration Standoff LL
Racking Rails New Day Solar
Rafter Size: 2" x 4"
Spacing: 24" o.c.
L Q o W
CO
c N L
O ° � M
151' C�Q0) N U,
CO
U ili Point Service Meterin U) o U co C Q
0Inydrter ce
161 Q� 000 •� � LO
LO
Z N U) 00
36' Fire Pa ay
00
,�•� • 36" ire Pathway
�. � N0 M
OLO
U
o
52 � 0 V ' I LO
I i
CO
re at ay ( N
"gyp 6" Fire Path a V J a T U r. Z
Driveway ,�•f r , E_ In
5'
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
R. Scott Carlson + Modules shall not exceed ridge, and lay parallel to roof surface for all roof-mounted installations.
CA State License#812958 + Disconnects shall be clearly marked and shall conform with NEC article 690.
+ 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 rr�nn
3/8"x 3/4" V
SS Hex Bolt" Q
3/8" SS rNew Day Solar
Flat Washer Q
O � rrnn
O
The post is installed through 65�� 48�� cc Q N U Z
Flashings slip over base and the top of the flashing. Cfl L
under the delicate shingle O 0 d' U-) cc
—
�N0) CN O
�— N
Overhang ll not 0 U wi
be more than 20"
s72" � U � d� �
Q� co i L
R5/16" x 3-1/2" Racking Specifications and Notes Z 00
�° _
SS Lag Bolt Threaded Fast Jack 1) RoofTrac shall be used for all racking, fitted with N U)
Base, Standard or Fast Jack attachments for all anchorage.
Min. E-Series 2) The Roof Track railing mounting system design is rated for (D 00
Embedment Embe
Into Roof Rafter woe '� withstanding a 50 lbs. per square foot static pressure load, CO
L. i
equivalent to a wind speed of approximately 125 mph. Q 0 (`f
w y� m 3) Utilizing the Fast Jack series, the vertical ultimate load is 2,359 lbs. 4— -a 0 0 � M'
s5 while the lateral ultimate load is recorded at 808 lbs. E 3d. O I
Module Racking Height s sTRUCTORP� Q 4) Modules shall not exceed ridge. 4—
r'TFOFCAI.UF-tea 5) All roof penetrations are sealed with sealant and are �a) a ")� d'
SOLAR PANEL guaranteed for ten years. 0) >,qt CY)
FAST JACK *See attached cutsheets for supporting documentation. M += N
U 0
TOTAL SYSTEM SPECIFICATIONS LLii N r/� Q
Roof Type: Comp Model: KU265-6MCA AHJ Approval Area
SHINGLES Length: 65.43 Inches Width: 38.98 Inches Weight: 41.9 lbs.
2 x Rafter Modules will installed Total module weight: 41 lbs. x 34= 1,424.6 lbs.
parallel to rooff surface Attachment weight: 1.8 lbs x 54 = 97.2 lbs.
and shall not exceed ridge. Rail weight: 7.351b. x 23 = 169.1 lbs.
Total weight: 1,424.6 lbs. + 97.2 lbs. + 169.1 lbs. = 1,690.85 lbs.
Prepared By Total array area: 38.98 x 65.43/144 = (17.71) x 34 = 602.19 sq ft.
R. Scott Carlson Maximum roof load: 2.8 lbs. per square foot.
CA State License # 812958 Maximum attachment load: 31.31 lbs. per attachment.
License Type C46
A.GENERAL .
1. Applicable codes. Photovoltaic equipment,all associated wiring and interconnections shall be installed by WARNING
Qualified Personal. All projects shall comply with the following referenced codes: CAUTION
a. 2013 California Electrical Code(CEC) CONDUCTORS ARE ALWAYS ENERGIZED, _ � •�
b. 2013 Califomia 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
e. 2013 California Fire Code SERVICE BY QUALIFIED PERSONS ONLY. FROM THE FOLLOWING SOURCES WITH - New Da Solar W
B.ROOF DISCONNECTS LOCATED AS SHOWN
f. Current California Business and Professions Code Contact: New Day Solar 1 (855)444-6329 y
1. Roofing and weatherproofing. All roofing and weatherproofing installation shall comply with the following methods Mounting Location:Junction Box s
and requirements: 9 O ® 'A
J
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) E
c. Module installations shall not cover or block any roof plumbing or mechanical vent locations. (CPC 904, ---
CPC 906,CMC 802.6,CMC 510.8) d O W
2. Firefighter access requirements. All roof-mounted solar photovoltaic systems shall comply with the following: PV SYSTEM DISCONNECT Drive (� (� r`nf
a. Roof access points shall be provided per the following and in conformance with CRC -9 �V N L
R331.4.1 or CEC3111.4.1 as applicable: FOR UTILITY OPERATION m
1. Located in areas not requiring placement of ground ladders over openings such as doorsAMndows. -WARNING- POOI O O N'IT � N
2. Located at strong points of building construction in locations where access point does not conflict - ELECTRICAL SHOCK HAZARD - U) 0)N N N Z
with overhead obstructions such as tree limbs,wires,or signs. F.I.
2. Inspector access requirements. Aportable ladder complying with CAL-OSHA requirements shall be made available TERMINALS ON BOTH LINES AND ` .— *
and secured in place for inspection. LOAD SIDES MAY BE ENERGIZED M (D c U � v C.ELECTRICAL
1. wring methods. All wiring installation shall comply with the following methods and requirements: L".-
N OPEN POSITION. DUAL POWER Q r �/�
a. All supplied electrical equipment is UL,ETL or CSA listed.Modules are 1703 UL,with a Class A Fire Rating r `°r�
when grouped with the proposed racking,while Inverters carry a 1741 UL Listing. SUPPLY PHOTOVOLTAIC SYSTEM (d 4
b. All equipment will be installed and grounded in accordance with current code and manufacture's installation _— _— U +- d'
instructions. Mounting Location:Disconnecting means(NEC 690.17) \C r O
c. All junction boxes,disconnects and conductors are in accordance withlables 310.15(B)(2)(a)and •L 7
310.15(B)(3)(c)of the(NEC)rated at 60c`75c°or 90e when applicable. 00 4 + L L
d. Utility will be notified and grant permission before full activation of the PV system. fitLO
e. Backfed breaker used as the method of the interconnection shall not read,"Line and Load". I nvile ter S z M '^
f. Corrosion resistant conduit shall be used for all underground runs and installations. WARNING - N v! Z
g. All metallic raceways and equipment shall be bonded and electrically continuous per CEC 250.90 and -ELECTRICAL SHOCK HAZARD- AC DISCOr1fleCt S
25ound I
h. Grounding 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
I. Photovoltaic arrays shall be provided with DC ground-fault protection.(CEC 690.5) -Photovoltaic System Specifications- O I
j. All exterior conduit, fittings,and boxes shall be rain-tight and approved for use in wit locations. ENERGIZED. Rated Maximum Power-point Current(DC): 33.08 Amps -O 00-1
(CEC 314,15). Mounting Location:J-Box,Combiner Box and DC Disconned(s). Rated Maximum Power-point Voltage(DC): 333.3 Volts 0
k. Working Cleamaces around existing electrical equipment as well as new electrical equipment will be Applicable only with ungrounded power systems. Maximum S stem Volta a DC): 463.2 Volts U •� - <
maintained Baccordance with CEC 110.26. hort Circuit IT
DC : 11.06 Am s O
I. Grounding Bushings will placed around pre-punched concentric knockouts on the DC side of the system. a) m C) , ,^
(CEC 250.97) --- Rated output Current AC : 52.5 Amps (`-Jt
m. All exposed wiring shall be listed as sunlight resistant and all outdoor equipment shall be NEMIA 3R rated. Nominal Operating Voltage(AC): 240.0 Volts 0 U fn
(CECnduit s,CEC 3s follows:
WARNING �' �_
n. NI conduit shall be as follows: L_ 4) O ,
1. PVC for below ground wiring,Metallic Flex for indoor locations,and EMIT for above ground. Conduit ty "(}
runs shall be located as to reduce trip hazard,as minimized in length as possible and installed along - ELECTRICAL SHOCK HAZARD- 0 0 (/�
bottom of load bearingmembers. IF GROUND FAULT IS INDICATED, '(New Da Solar 1 (855) 444-6329 . .0 V N
o. Markings shall be placed on interior and exterior DC conduit,raceway,enclosures,and cable assemblies NORMALLY GROUNDED CONDUCTORS y U
every 10 feet-within l foot of turns or bends and within l foot above and below penetrations of roof/ceiling SERVICE BY QUALIFIED PERSONNEL ONLY 0)w (u m U O
assemblies,walls,or barriers-with minimum 3/8-inch-high while lettering on red background reading: MAY BE UNGROUNDEDAND ENERGIZED.
'V%ARNING:PHOTOVOLTAIC POWER SOURCE."(CEC 690.31) _ •3 U•� U N
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) O (D
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 -O 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 O O U (� 1:13
r. PV connection in panel board shall be positioned at the opposite(load)end from the input feeder location or
main circuit location.(CEC 705.12) 41 V fn
s. If approved plans show de-rating of the main breaker,a placard label is required at the panel.(CEC 690.53, _ L i�, a) O
CEC 690.17,CEC 705.10) -WARNING- INVERTER -CAUTION- - �_ .`� rn � c o •�
I. AIIeMeri�or conduit�lacemenland s¢ingshall hvembienttemperature adjustments incontonnancewith OUTPUT CONNECTION -WARNING- , .9 Z v F5
the temperate compliance of the table 310.15(b)(16). — C
u. Integrated and or micro-inverter systems shall have a rooftop AC disconnect and comply with THIS BREAKER HAS 3 U _ >_ () m
CEC 690.14(d)(1)and(2). DO NOT RELOCATE THIS 1 BEEN DOWNSIZED DEDICATED SOLAR >, •� = c( L
v. Photovoltaic system conductors shall be identified and grouped. Themeans of identification shall be L1J m G LE •(�
permitted by separate color coding,marking tape,tagging,or other approved means. The means of TO AMPS SUB-PANEL. DO NOT
grouping shall be wire ties or similar means at least once,and then at intervals not to exceed six feet. OVERCURRENT DEVICE DO NOTUPSIZE ADD NEW CIRCUITS. s` .� L
2. Grounding Methods. All grounding installations shall comply with the following grounding methods/requirements: _ U •� •� •� •� 0
a. All modules shall be grounded in accordance with the CEC and the manufacturers installation instructions. Mounting Location:Inverter Output Connection Mounting Location:Breaker Mounting Location:Dedicated
b. Unless specified by the manufacturer,all inverters shall have a grounding electrode conductor with a _ O O O O O
Applicable only if MIS has been reduced. Sub-Panel only when applicable. 4_ V- aF 4--, 4--
minimum size of#6 copper wire.(CEC 690.47) Correct Amperage will be engraved. Co = = = = •
c. Electric service panels shall be grounded with the a grounding electrode(s)that complies with CEC Article M M (U CU M V
250.Grounding-rods shall be supplemented by a second grounding-rod installed at least 6 feet apart. WARNING: PHOTOVOLTAIC POWER SOURCE
(CEC 690.47) col Q�
d. If the existingmain service panel does not have verifiable grounding electrode,it shall be the contractor's v L-t V co M M ('7 co >y P 9 9 Mounting Location:Conduit Run r � � � co L
responsibility to install a supplemental grounding electrode. Service grounding electrode must be verified Photovoltaic DC conductors entering the building shall be idenfified Mounting Location:Breaker •� t� O T- 0 L-
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
electrode shall have a supplemental electrode installed.(CEC 690.47) of roof/celing assemblies,walls,or barriers. Cl N N N N N U