HomeMy WebLinkAbout1620 FARADAY AVE; ; CBC2019-0427; Permit(?ity of
Carlsbad
Commercial Permit
Print Date: 12/20/2019 . Permit No: CBC2019-0427
Job Address: 1620 Faraday Ave
Permit Type: BLDG-Commercial Work Class: Cogen Status: Closed - Finaled
Parcel No: 2121302300 Lot #: Applied: 09/10/2019
Valuation: $80,800.00 Reference #: Issued: 09/25/2019
Occupancy Group: Construction Type: Permit
Finaled:
# Dwelling Units: Bathrooms: Inspector: MColl
Bedrooms: Orig. Plan Check Final
Plan Check #: Inspection: 12/20/2019 4:11:37P
Project Title:
Description: RQ CONSTRUCTION: 72.72 KW ROOF MOUNT PV SYSTEM, 202 MODS, NO UPGRADE
Owner: Contractor:
DPR CONSTRUCTION STELLAR SOLAR ELECTRIC
1620 Faraday Ave 265 Via Del Monte
CARLSBAD, CA 92008 Oceanside, CA 92058-1223
760-603-8500
BUILDING PERMIT FEE ($2000+) $543.33
BUILDING PLAN CHECK FEE (BLDG) ,
$380.33
SB1473 GREEN BUILDING STATE STANDARDS FEE $4.00
STRONG MOTION-COMMERCIAL $22.62
Total Fees: $950.28 Total Payments To Date: $950.28 Balance Due: $0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition. ,
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY tà water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov
ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING 0 BUILDING DFIRE 0 HEALTH DHAZIIATIAPCD I
Building Permit Application Plan Check No. g •
Est. Value Cit,r Of 1635 Faraday Ave., Carlsbad, CA 92008
Ph: 760-602-2719 Fax: 760-602-8558 Carlsbad Plan Ck. Deposit email: building@carlsbadca.gov
Date'?.- 16 - JII IswPPP I www.carlsbadca.gov
JOB ADDRESS 1620 Faraday Avenue SUITE#/SPACE#/UNIT# APN
212 - 130 - 23 - 00
CT/PROJECT # LOT C PHASE # C BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE CCC. GROUP
98
J#OFUNITS 1#13EDROOMS I
RQ CONSTRUCTIONS V-B
DESCRIPTION OF WORK: Include Square Feet of Affected Area(s)
ROOF MOUNTED COMMERCIAL PV SOLAR. THE SYSTEM COMPRISED OF (202) SUNPOWER X22-360-COM MODULES AND (1)
SMA STP.62-US INVERTER. MODULES WILL BE BALLAST MOUNTED ORIENTED SOUTH AND INSTALLED ON EXISTING ROOF
AND EXISTING STRUCTURE
EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING
YES [3#. NC YES NO J
IFIRESPRINKLERS
YES NO[—]
APPLICANT NAME HECTOR HOLGUIN PROPERTY OWNER NAME
Primary BILLBROOKS Contact
ADDRESS 264 VIA DEL MONTE ADDRESS
1620 Faraday Avenue
CITY STATE ZIP CITY STATE ZIP
OCEANSIDE CA 92058 CARLSBAD CA 92008
PHONE FAX PHONE FAX
760-529-1978 760-631.7707
EMAIL
HECTORH(STELLARSOLAR.NET
EMAIL
BBROOKScREQCONSTRUCTIONS.COM
DESIGN PROFESSIONAL BRIAN GREMS CONTRACTOR BUS. NAME STELLAR SOLAR
ADDRESS
264 VIA DEL MONTE
ADDRESS 264 VIA DEL MONTE
CITY STATE ZIP CITY STATE ZIP
OCEANSIDE CA 92058 OCEANSIDE CA 92058
PHONE FAX . PHONE FAX
760-529.1978 760.529.1978
EMAIL
HECTORHSTELLARSOLAR.NET
EMAIL
HECTORHcSTELLARSOLAR.NET
ISTATE LIC. C STATE LIC.0 CLASS
749095 I C.10
Cliv BUS. UC.#
II000iS%- 01-A
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law jChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a
civil penalty of not more than five hundred dollars ($500)).
(?®t?O(
Workers' Compensation Declaration: I hereby affilm under penalty of peduly one of the following declarations:
I have and will maintain a certificate of consent to selNnsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued.
/ I have and will maintain workers'AJ
In dormance
on, as required byction 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy
number are: Insurance Co. CYE'S 11\S Policy No. TMWCOl 8181 Expiration Date 8.29.2020
I section need not be completed lfthe one hund
"rk
ss.
Certificate of Exemption: I certify th (hi imit is issued, I shall not employ any person In any manner so as to become subject to the Workers Compensation Laws of
California. WARNING: FaIlure to secu compen nl I, and shall subject an employer to crimInal penalties and civil fines UP to one hundred thousand dollars (&100,000), in
addition to the coat of compensation, d provided of e abor code, Interest and attorney's fees.
£ CONTRACTOR SIGNATURE(
- ,,,,,,,,
MAGENT DATE
I hereby affi,m that! am exempt from Conliactots Ucense Law for the following reason:
13 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure Is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's
License Law does not apply loan owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for
sale. It, however, the building or improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale).
[J I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of
property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
[J I am exempt under Section ____________BusIness and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property Improvement. DYes [:]No
2.1(have /have not) signed an application bra building permit for the proposed work.
3.1 have contracted with the followIng person (firm) to provide the proposed construction (include name address/phone/contractors' license number):
4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (Include name/address/phone /contractors' license number):
5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (Include name/address/phone/type of work):
..PROPERTY OWNER SIGNATURE []AGENT DATE
}O i11 J[ ly
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the
Presley-Tanner Hazardous Substance Account Act? Yes No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I Yes No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
fI)® I)O
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lenders Name Lenders Address
oai
lcettlfgthatlhave read theapplicatlon and thattee above imb I onis nectand thatthe Information on the plans accurate. lagreeto mplywith all Cityoidlnanoss and State laws rallatinglDbulldlngconclructiofl.
l hereby authortee representative of the C"f bad b enter utheatv III entiqn for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY MD KEEP HARMLESS THE CITY OFCARLSBAD
AGAINST ALL LIABILITIES, JUDGMENTS, AND EXPENSS W4H?VIAY fl WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHkM OSHA permit is required for ex MY deep or of structures over 3 stories ioheight
EXPIRATION: Every permit issued bythe i under ft vis this alexpre Imitation and become null and void ff the building orrk authorized by such permit is not commenced withb
180 days from the date of such permit or U th bu i orworkautho bys perm is days
,&APPUCANTIS SIGNATURE DATE
400 STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE.
Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection.
CERTIFICATE OF OCCUPANCY (Commercial Projects Only)
Fax (760) 602-8560, Email buildingCarIsbadca.aov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008.
CO#: (Office Use Only)
CONTACT NAME OCCUPANT NAME
ADDRESS BUILDING ADDRESS
CITY STATE ZIP CITY STATE ZIP
Carlsbad CA
PHONE FAX
EMAIL OCCUPANT'S BUS. LIC. No.
DEUVERY OPTIONS
PICK UP: CONTACT (Listed above) OCCUPANT (Listed above)
CONTRACTOR (On Pg. 1)
ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above)
CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION
MAIL/ FAX TO OTHER:
CHANGE OF USE / NO CONSTRUCTION
LAPPUCANT'S SIGNATURE DATE
Permit Type: BLDG-Commercial Application Date: 09/10/2019 Owner: DPR CONSTRUCTION
Work Class: Cogen Issue Date: 09/25/2019 Subdivision: CARLSBAD TCT#85-24 UNIT#05
Status: Closed - Finaled Expiration bate: 06/15/2020 Address: 1620 Faraday Ave
Carlsbad, CA 92008-7313
lVR Number: 21608
Scheduled Actual
Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection. Complete
1211612019 1211612019 BLDG-35 Solar 113858-2019 Partial Pass Michael Collins Reinspection incomplete
Panel
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Partial, see card for pickup Yes
BLDG-Final 113857.2019 Failed Michael Collins Reinspection Complete
Inspection
Checklist Item COMMENTS Passed
BLDG-Building Deficiency See ca d for pick up No
BLDG-Electrical Final No
1211812019 1211812019 BLDG-35 Solar 114153.2019 Passed Michael Collins Complete
Panel
• Checklist Item COMMENTS Passed"
BLDG-Building Deficiency Yes
BLDG-Building Deficiency Partial, see card for pickup Yes
BLDG-Final 114154.2019 Partial Pass Michael Collins Reinspection Incomplete
Inspection
• Checklist Item COMMENTS Passed
• BLDG-Building Deficiency See ca d for pick up No
BLDG-Building Deficiency Need correct warning signage at inverter No
BLDG-Electrical Final No
12/2012019 12/20I2019 BLDG-Final 114546.2019 Passed Michael Collins Complete
Inspection
Checklist Item • COMMENTS Passed
BLDG-Building Deficiency Need correct warning signage at inverter No
BLDG-Building Deficiency Release emailed to SDGE Yes
BLDG-Building Deficiency See ca d for pick up No
BLDG-Electrical Final No
BLDG-Electrical Final Yes
December 20, 2019 ' - Page 1 of I
DATE: Sept. 19, 2019
JURISDICTION: 1sbad-'
EsGV - - il
A SArEbuilttompany / jó APPLICANT
JURIS.
PLAN CHECK #.: CBC2019-0427 SET: I
PROJECT ADDRESS: 1620 Faraday Avenue
PROJECT NAME: RQ Construction 62.5KW PV System
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
E The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficienôies identified below are resolved and checked by building department staff.
LI The plans transmitted herewith have significant defi3ciencies 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 until
corrected plans are submitted for recheck.
LI 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 staff did not advise the applicant that the plan check has been completed
LI EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: ft A Telephone #:
Date contacted: / (by71/) Email:
Mail Telephone Fax In Person
LI REMARKS:
By: Morteza Beheshti, P.E. Enclosures:
EsGil
9/12
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
[DO NOT PAY- THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0427
PREPARED BY: Morteza Beheshti, P.E. DATE: Sept. 19, 2019
BUILDING ADDRESS: 1620 Faraday Avenue
BUILDING OCCUPANCY:
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code Icb IBY Ordinance I
1997 UBC Building Permit Fee v
1997 UBC Plan Check Fee
Type of Review: 0 Complete Review 0 Structural Only
Repetitive Fee Repeats
* Based on hourly rate
Other _
Hourly I 1.5IHrs.@;:III IIIIIIIL EsGil Fee $105.00 7.50 1
Comments: Sheet 1 of 1
III Ru u U I" ' RAC U-BUILDER PROJECT REPORT
U. uI VERSION: 1.0
PROJECT TITLE PROJECT ID CREATED
RQC Building A7003COB Aug. 14, 2019, 3:40 p.m.
NAME RQC Building Designed by chrisbaez
ROOFMOUNT RM5
ADDRESS 1620 Faraday Ave, Carlsbad, CA 92008, USA
- - Sunpower
CITY. STATE Carlsbad, CA 202 - SPR-X22-360
MODULE Sunpower SPR-X22-360 3543 ft2
72.72 KW
BILL OF MATERIALS LEGEND: U Base System Part U Accessory
PART SUGGESTED UNIT PRICE TOTAL LIST PRICE
NUMBER PART TYPE DESCRIPTION QUANTITY QUANTITY (USD) (USD)
UserSupplied Ballast Block Ballast Block 511 511 0.00 0.00
310800 Ballast Bay RM5Bay 303' 303 26.73 8099.19
310810 Wind Dam RMS Wind Deflector 53 53 14.15 749.95
310861 Wind Dam Clip Kit, Wind Deflector Attachment 125 125 0.21 26.25
310822 End Clamp RM End Clamp 46-50mm 963 963 1.94 1868.22
310860 Nut Kit l/420 Clip On Nut SS18-8 1088 1088 0.32 348.16
BASE SYSTEM PRICE $11091.17 .
ACCESSORIES PRICE $000 TOTAL PRICE $11091.11
$0153 PER WATT $0.000 PER WATT $0.153 PER WATT
This design is to be evaluated to the product appropriate Unirac Code Compliant Installation Manual which references International
Building Code 2009, 2012, 2015, 2018 and ASCE 7-05, ASCE 7-10, ASCE 7-16 and California Building Code 2010, 2016. The installation of
products related to this design is subject to requirements in the above mentioned installation manual.
QTY
-
511
DETAILED PARTS DESCRIPTION
Ballast Block UserSupplied Ballast Block
Standard 4x8x16 inch cap blocks. Nationwide availability. Please confirm the weight of your
ballast block as this will affect the total blocks required for your installation.
Ballast Bay 310800 RM5 Bay
Galvanized steel bay attaches to north and south module edges and provides ballast
placement location.
Wind Dam 310810 RM5 Wind Deflector
Galvanized steel wind deflector/ fire shield.
Wind Dam Clip 310861 Kit, Wind Deflector Attachment
Stainless steel fender washer and Yé-20 stainless bolt.
End Clamp 310822 RM End Clamp 46-50mm
(1•
Stainless steel end clamp (46-50mm) with Y4-20 stainless bolt.
Nut 310860 Kit 1/420 Clip On Nut SS 18-8
Stainless steel clip-on 1/4-20 u-nut.
303
53
125
1088
ENGINEERING REPORT
Plan review
AVERAGE PSF 634 lbs/ft'
TOTAL NUMBER OF MODULES 202
TOTAL KW 72.72 KW
TOTAL AREA —4320 ft2
TOTAL WEIGHT ON ROOF 27398 lbs
BAY WEIGHT 2764 lbs
MODULE WEIGHT 8282 lbs
BALLAST WEIGHT 16352 lbs
MAX BAY LOAD (DEAD) 113 lbs
Loads Used for Design
BUILDING CODE ASCE 7-10
WIND SPEED 110mph
GROUND SNOW LOAD 0 psf
SEISMIC (SS) 1.22
ELEVATION 218 ft
WIND EXPOSURE B
Loads Determined by Zip 92008
CITY, STATE Carlsbad, CA
WIND SPEED 110mph
GROUND SNOW LOAD 0 psf
Inspection
PRODUCT ROOFMOUNT RMS
MODULE MANUFACTURER SunpoWer
MODEL SPR-X22-360
MODULE WATTS 360 watts
MODULE LENGTH 61.30"
MODULE WIDTH 41.20"
MODULE THICKNESS 1.80"
MODULE WEIGHT 41.00 lbs
BALLAST BLOCK (CMU) WEIGHT 32.0
MAX BLOCKS PER BAY 2
BUILDING HEIGHT 25 ft
ROOF TYPE Mineral Cap
PARAPET HEIGHT
- -
> 1 Array Height (> 8 inches)
Array 1
AVERAGE PSF 6.38 lbs/ft2
TOTAL NUMBER OF MODULES: 73
TOTAL NW: 26.28 KW
TOTAL AREA: 1544 ft2
TOTAL WEIGHT ON ROOF: 9844 lbs
BAY WEIGHT: 931 lbs
MODULE WEIGHT: 2993 lbs
BALLAST WEIGHT: 5920 lbs
ROW SPACING: 7.5 in
MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) *
ARRAY TO ARRAY: 7
TO OBSTRUCTION OR PARAPET: 14 in
TO ROOF EDGE (NO PARAPET): 21 in
MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) *
NSROWS: 26
EW COLUMNS: 21
*In jurisdictions that follow SEAOC PV-1 methodology.
Array 2
AVERAGE PSF 6.50 lbs/ft2 MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) *
ARRAY TO ARRAY: 7
TOTAL NUMBER OF MODULES: 24 TO OBSTRUCTION OR PARAPET: 14 in
TOTAL NW: 8.64 KW TO ROOF EDGE (NO PARAPET): 21 in
TOTAL AREA: 534 ft2 MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) *
TOTAL WEIGHT ON ROOF: 3468 lbs NS ROWS: 25
BAY WEIGHT: 404 lbs EWCOLUMNS: 20
MODULE WEIGHT: 984 lbs *In jurisdictions that follow SEAOC PV-1 methodology.
BALLAST WEIGHT: 2080 lbs
ROW SPACING: 75 in
Array 3
AVERAGE PSF 6.28 lbs/ft2
TOTAL NUMBER OF MODULES: 83
TOTAL ION: 29.88 KW
TOTAL AREA: 1750 ft2
TOTAL WEIGHT ON ROOF: 10980 lbs
BAY WEIGHT: 1049 lbs
MODULE WEIGHT: 3403 lbs
BALLAST WEIGHT: 6528 lbs
ROW SPACING: 7.5 in
MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) *
ARRAY TO ARRAY: 7
TO OBSTRUCTION OR PARAPET: 14 in
TO ROOF EDGE (NO PARAPET): 21 in
MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) *
NS ROWS: 26
EWCOLUMNS: 21
*In jurisdictions that follow SEAOC PV-1 methodology.
Array 4
AVERAGE PSF 6.31 lbs/ft2
TOTAL NUMBER OF MODULES: 22
TOTAL ION: 7.92 KW
TOTAL AREA: 492 ft2
TOTAL WEIGHT ON ROOF: 3106 lbs
BAY WEIGHT: 380 lbs
MODULE WEIGHT: 902 lbs
BALLAST WEIGHT: 1824 lbs
ROW SPACING: 75 in
MINIMUM SEISMIC SEPARATION (UNATTACHED ARRAYS) *
ARRAY TO ARRAY: 7
TO OBSTRUCTION OR PARAPET: 14 in
TO ROOF EDGE (NO PARAPET): 21 in
MAX ARRAY (SEISMIC) (FOR UNATTACHED ARRAYS) *
NSROWS: 25
EWCOLUMNS: 20
*In jurisdictions that follow SEAOC PV-1 methodology.
RM5 U-BUILDER PRODUCT ASSUMPTIONS
RMS - Ballasted Flat Roof Systems
Limitations of Responsibility: It is the user's responsibility to ensure that inputs are correct for your specific project.
Unirac is not the solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or
building design for this project.
Building Assumptions
Building and System Risk Category II
Building Height g 60 ft.
Roof Slope 2.4" (1/2:12) and <5.6" (1-3/16:12)
Friction Tested Roofing Types: EDPM, PVC, TPO, and Mineral Cap
S. Required Setback from Module Edge to Building Edge for Wind Tunnel: 3 ft (See Item 14)
Surrounding Building Grade:. Level
Wind Design: Basic Wind Speed Range is 110-170 mph (ASCE 7-10). Wind Exposure: B or C (ASCE 7-10). Occupancy/Risk Category II
buildings and systems with a 25 year design life. Insertion of the project at-grade elevation can result in a reduction of wind pressure. If
your project is in a special case study region or in an area where wind studies have been performed, please verify with your jurisdiction
to ensure that elevation effects have not already been factored into the wind speed. If elevation effects have been included in your wind
speed, please select 0 ft.
Ground Snow Load (ASCE 7-10):0-60 psf. Results are based on uniform snow loading and do not consider unbalanced, drifting, and
sliding conditions. Roof snow load reduction calculated per Section 7.3 of ASCE 7 with the following assumptions: Exposure factor = 0.9,
Thermal factor = 1.2.
RM5 Bay Weight: -7.2 lbs
Module Gaps (EM) = 0.25 in
Seismic: Installations must be in seismic site class A, B, C, or D as defined in ASCE 7-10.
Ballast Calculations are based on ASCE 7-10 load combinations and product specific wind tunnel testing.
Ballast Blocks: The installer is responsible for procuring the ballast blocks (Concrete Masonry Units - CMU) and verifying the required
minimum weight needed for this design. CMU to comply with ASTM standard specification for concrete roof payers designation C1491
or C90 with an integral water repellant suitable for the climate it is placed. It is recommended that the blocks are inspected periodically
for any signs of degradation. If degradation of the block is observed, the block should immediately be replaced. The CMU ballast block
should have nominal dimensions of 4"x8"x16". The actual block dimensions are 3/8" less than nominal dimensions. Ballast blocks should
have weight as specified for the project in the "Inspection" section of this report.
Wind deflectors on the east and west edges of the array should overhang the east and west modules by six inches for Type I modules
on the north rows only. Wind deflectors on the east and west edges of the array should overhang the east and west modules by six
inches for Type II modules on the north row and east and west edge columns.
Limitations of Responsibility: It is the users responsibility to ensure that inputs are correct for your specific project. Unirac is not the
solar, electrical, or building engineer of record and is not responsible for the solar, electrical, or building design for this project.
The system is certified to UL2703 when properly installed. See the installation guide for more detail.
Ballast Blocks
The installer is responsible for procuring the ballast blocks (Concrete Masonry Units - CMU) and verifying the required minimum
weight needed for this design. CMU should comply with ASM standard specification for concrete roof payers designation (C1491
or C90 with an integral water repellant suitable for the climate it is placed.
It is recommended that the blocks are inspected periodically for any signs of degradation. If degradation
of the block is observed, the block should immediately be replaced. The CMU ballast block should have nominal
dimensions of 4"x8"x16". The actual block dimensions are 3/8" less than the nominal dimensions. Ballast blocks
should have a weight as specified for the project in the "Inspection" section of this report.
Design Parameters
Importance Factor: Array (Ip) = 1.0, Building (le) = 1.0
Site Class =D
S = design seismic displacement of the array relative to the roof
Minimum Separation: Array to Array = 0.5*5, Array to Roof Edge or Obstruction with Qualified Parapet = 1.0*S, Array to Roof Edge with
Unqualified Parapet = 1.5*5
Ss = mapped MCER, 5 percent damped, spectral response acceleration parameter at short periods per ASCE 7-10
5D5 = design, 5 percent damped spectral acceleration parameter at short periods per ASCE 7-10
Coefficient of friction used for calculations per Unirac, Inc. Roof Mount Ballast Support Coefficient of Friction Testing report dated
7/13/2016.
I
- Properties
1. Bay Weight: -7.2 lbs
2. Wind Deflector Weight: -6.4 lbs
3. Module Gaps (E/W) = 0.25 in
4. Wind Deflectors: Wind deflectors on the east and west edges of the array should overhang the east and west
modules by six inches for Type 1 modules on the north rows only. Wind deflectors on the east and west edges
of the array should overhang the east and west modules by six inches for Type II modules.
5. Bays: North row bays overhang the module by -6.5 inches and south row bays overhang the module by -12.25 inches.
Testing
Coefficient of Friction
Wind Tunnel
UL 2703
Component Testing (Bay and Clamp)
Setbacks
For the wind tunnel recommendations in U-Builder to apply, the following setbacks should be observed/followed for
U-Builder wind design:
Modules should be placed a minimum of 3 feet from the edge of the building in any direction.
If the array is located near an obstruction that is 3.5 feet wide and 3.5 feet high or larger, the nearest
module of the array must be located a distance from the obstruction that is greater than or equal to the height of the obstruction.
Installations within the setbacks listed above require site specific engineering.2
The setbacks above are for wind. High seismic areas, fire access isles, mechanical equipment, etc.,
may require larger setbacks than listed above for wind.
Site Specific Engineering
Conditions listed below are beyond the current capabilities of U-Builder. Site specific engineering is required.
Wind designs for a project design life exceeding 25 years.1
Building assumptions and design parameters outside of U-Builder assumptions
Attachments
Risk Category Ill or IV projects (U-Builder can be adjusted for the correct wind, but not the seismic or snow design)
S. Wind tunnel testing reduction factors are not permitted by the Authority Having jurisdiction (AHJ).3
6. Seismic designs that fall outside SEAOC PV1 -2012 recommendations (>3% roof slope, or AHJ's that require shake table testing or non-
linear site-specific response history analysis)
7. Signed and sealed site-specific calculations, layouts, and drawings
Notes:
Pleasecontactinfo@unirac.com.
Please contact EngineeringServices@unirac.com for more information.
Please contact Theresa Allen with PZSE Structural Engineers at theresa@pzse.com. These items
will require direct coordination with PZSE to complete the requested services.
INSTALLATION AND DESIGN PLAN
Array A
f
LEGEND
Module
(Roof Zones)
Zone 1
f=I Zone 2
1 Zone 3
Array A I Array 1
1 2 --.3 -.4 5 _-_.6 .___.7
U 2 2 2
2 L_i I L_i 2 2 L_i 2
3 F2] I 2 i m 2j 21
41 Fil -F F F
't
EE
5 EEjE M F21
6 E El- EEE M F2E
E E
F21 ED El El ED - ED- M
9 LEI1 El - El EKI - El. El
10
11 E rji
12 -.J E [TIE 13
F11 F
2 1 I 2 El 1111
14 El L!j
2 1 1 1 F2 F11
LEGEND
Module with north wind deflector
(for uplift)
Module with south wind deflector
(for fire requirements - type 2)
Module with both deflector types
Module with no deflectors
Standard corner bay with CMU block count
Supplemental bay with CMU block count
NOTE
Bays in the space above and below modules are supplemental bays. You can fit a maximum of 2 blocks in each bay.
If the number of blocks in these bays is more than 2, you will need to add an additional supplemental bay.
Layout Dimensions
NS DIMENSION - 57.73 ft
EWDIMENSION -35.76 It
ROW MODULES MODULES WITH DEFLECTORS BAYS BALLAST BLOCKS (CMU) BALLAST WEIGHT
1 2 2 4 8 256
2 7 7
-
8 15 480
3 7 0 8 16 512
4 7 0
-
8 16 512
5 7. 0 8 16 512
6 7 0 8 13 416
7 7 0. 8 15 480
8 5 0 8 15 480
9 5 0 7 12 384
10 2 0
-
7 11 352
11 2 0 3 6 192
12 4 1 6 8 256
13 4 0 6 11 352
14 7
-
3
' -
8 12 384
15 0 0 8 11 352
Array B
LEGEND
Module
(Roof Zones)
1 Zone 1
=1 Zone 2
l Zone 3
Array B I Array 2
.__,1,__,2.____,3 4 5 6 7 8 9 .10 11 12 13
Ià.Ô.I le'
UN•NUNUnUUUD•D F • U a fl flflN UU UUU
naanauuaua
LEGEND
Module with north wind deflector Standard corner bay with (MU block count
(for uplift)
[] Module with south wind deflector Supplemental bay with CMU block count
(for fire requirements. type 2)
Module with both deflector types
] Module with no deflectors
NOTE
Bays in the space above and below modules are supplemental bays. You can fit a maximum of 2 blocks in each bay.
If the number of blocks in these bays is more than 2, you will need to add an additional supplemental bay.
Layout Dimensions
NS DIMENSION - 13.09 ft
EW DIMENSION - 66.41 ft
ROW MODULES MODULES WITH DEFLECTORS BAYS BALLAST BLOCKS (CMU) BALLAST WEIGHT
1 2 2 3 6 192
2 13 11 14 19 608
3 9 0 14 21 672
4 0 0 10 19 608
Array C -
LEGEND
Module
(Roof Zones)
Zone 1
Zone 2
I Zone 3
Array C / Array 3
1 •2 B
or Mr Pr or or Pr or or
5
—M —E] E]=F2] F21—FiT— 2 6
--lil F2 I—Fl]=F2]—F2 7
F-21 — F-2]—F-2~=F-2j=F-21=E1—F-,]
EI=F2]—r 2]—F2]—F2]—F2]—F2 I
M—F2]—F2j=F-2]=E1=F2 1=F21=DJ—F-21
LLr—ML 2 j = F2]•1
12 1
EE1 El-El-El 13
Is
•
I 12Elfl 16
LEGEND
Module with north wind deflector
•
Standard corner bay with CMU block count
(for uplift) ED
Module with south wind deflector Supplemental bay with CMU block count
(for fire requirements - type 2)
Module with both deflector types
Module with no deflectors
NOTE
Bays in the space above and below modules are supplemental bays. You can fit a maximum of 2 blocks in each bay.
If the number of blocks in these bays is more than 2, you will need to add an additional supplemental bay.
-- --
Layout Dimensions
NS DIMENSION - 65.85 ft
EW DIMENSION 40.87 ft
ROW MODULES MODULES WITH DEFLECTORS BAYS BALLAST BLOCKS (CMU) BALLAST WEIGHT
1 2 2 4 8 256
2 2 0 4 .8 .
-
256
3 8 8 9 17 . 544
4 8 0 9 17 544
5 8 0 9 16 512
6 8 0
- -
9 16 512
7 8 0 9 14 448
8 6 0 9 16 512
9 6 0 7 13 416
10 6
-
0 7 14 448
11 2 1 8 13 . 416
12 2 0 3 6 192
13 4 0 6 8 256
14 4 0 6 9 288
15 7 3 8 12 384
16 2 0 8 12 384
17 0 0 4 5 160
Array D
4 2 1 A 9 a 7 0 0 40 44 42 41
iiirnrnirnuiirn
I
2
LEGEND
Module
(Roof Zones)
I Zone 1
1=1' zone = Zone 3
Array D / Array 4
LEGEND
Module with north wind deflector Standard corner bay with CMU block count
(for uplift)
J Module with south wind deflector Supplemental bay with CMU block count
(for fire requirements - type 2)
FED Module with both deflector types
E7 Module with no deflectors
NOTE.
Bays in the space above and below modules are supplemental bays. You can fit a maximum of 2 blocks in each bay.
If the number of blocks in these bays is more than 2, you will need to add an additional supplemental bay.
Layout Dimensions
NS DIMENSION - 9.03 ft
EW DIMENSION - 66.41 ft
ROW MODULES MODULES WITH DEFLECTORS BAYS BALLAST BLOCKS (CMU) BALLAST WEIGHT
1 13 13 14 18 576
_OSER
Ii
The SunPower Maxeon® Solar Cell
Enables highest efficiency panels
available 2
Unmatched reliability
Patented solid metal foundation
prevents breakage and corrosion
Up to
60%
More
Lifetime
Energy
120% C' 110%
100%
5 10 15 20 25
Years of Operation
5 10 IS 20 IS
Years of Operation
C' 98%
94% C' c 92%
CL
88%
86%
2
82%
90*11
0
MIT
12%
More
Power
in Year
25
Fundamentally Different.
And Better.
SUNPOWER 0
SunPower X-Series: X22-360-COM
SunPower® Commercial
DC Panel
SunPower X-Series panels combine the top efficiency, durability and warranty
available in the market today, resulting in more long-term energy and savings. 1,2
Maximum Power. Minimalist Design. 1 -I,.. Generates more power and savings per available space, making it easier ArArAr
to meet your organizations goals.
Highest Lifetime Energy and Savings
Designed to deliver 60% more energy in the same space over 25 years
in real-world conditions like partial shade and high temperatures. 2
Best Reliability, Best Warranty
With more than 25 million panels deployed around the /
world, SunPower technology is proven to last. That's
why we stand behind our panel with the industry's best
25-year Combined Power and Product Warranty,
including the highest Power Warranty in solar.
W I croetouade
S
As Sustainable As Its Energy
Ranked #1 in Silicon Valley Toxics
Coalition 2015 Solar Scorecard 4
First solar panels to achieve Cradle to
Cradle CertifiedTM Silver recognitions
Contributes to more LEED categories
than conventional panels 6
1046 mm
[41.2 in]
4X 398 mm
FRAME PROFILE [15.68 in] (A)
1559 mm
[61.4 in)
X-Series: X22-360-COM SunPower® Commercial DC Panel
Flecuical
SPR-x22-360-cOM SPR421-345-COM
Nominal Power (Pnom)7 360W 345W
Power Tolerance +5/0% +5/0%
Panel Efficiency 22.1% 21.2%
Rated Voltage (Vmpp) 59.1 V 57.3 V
Rated Current (lmpp) 6.09 A 6.02 A
Open-Circuit Voltage (Voc) 69.5 V 68.2 V
Short-Circuit Current (lsc) 6.48 A 6.39 A
Max. System Voltage 1000 V UL & 1000 V IEC
Maximum Series Fuse 15A
Power Temp Coef. -0.29%/DC
Voltage Temp Coef. -167.4 mV / °
Current Temp Coef. 2.9 mA / °
Standard Tests 8 UL1 703 (Type 2 Fire Rating), IEC 61215,
IEC 61730
Quality Management Certs ISO 9001:2015, ISO 14001:2015
EHS Compliance RoHS, OHSAS 18001:2007, lead free,
Recycle Scheme, REACH SVHC-1 63
Sustainability Cradle to Cradle CertifiedTM Silver.
"Declare." listed.
Ammonia Test IEC 62716
Desert Test 10.1109/PVSC.2013.6744437
Salt Spray Test IEC 61701 (maximum severity)
PID Test i000V: IEC 62804, PVEL 600 hr duration
Available Listings UL, TUV, MCS, FSEC, CEC
1 SunPower 360W compared to a Conventional Panel on same-sized arrays (260 W, 16%
efficient, approx. 1.6 m2), 4% more energy per watt (based on PVSyst pan flies), 0.75%/yr
slower degradation (Campeau, Z. et al. "SunPower Module Degradation Rate,' SunPower
white paper, 2013).
2 Based on search of datasheet values from websices of top 10 manufacturers per IHS, as of
January 2017.
3 #1 rank in °Fraunhofer PV Durability Initiative for Solar Modules: Part 3°. PVlech Power
Magazine, 2015. Campeau. Z. et al. "SunPower Module Degradation Rate," SunPower white
paper, 2013.
4 SunPower is rated #1 on Silicon Valley Toxics Coalition's Solar Scorecard.
5 Cradle to Cradle Certified is a multi-attribute certification program that assesses products
and materials for safety to human and environmental health, design for future use cycles,
and sustainable manufacturing.
6 X-Series and E-Series panels additionally contribute to LEED Materials and Resources
credit categories.
7 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5,25* Q. NREL calibration
Standard: SOMS current, IACCS FF and Voltage.
8 Type 2 fire rating per UL1703:2013, Class C fire rating per U11703:2002.
See wvsunpower.com/compariy for more reference information.
For more details, see extended datasheet: www.sunpower.com/solar-resources
Specifications included in this datasheet are subject to change without notice.
02018 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo and
MEON are trademarks or registered trademarks of SunPower Corporation. Specifications
Included in this datasheet are subject to change without notice.
Temperature —40° F to +185° F (-40° C to +85° C)
Impact Resistance 1 inch (25 mm) diameter hail at 52 mph (23 m/s)
Appearance Class A
Solar Cells 96 Monocrystalline Maxeon Gen Ill
Tempeçed Glass High-transmission tempered anti-reflective
Junction Box IP-65, MC4 compatible
Weight 41 lbs (18.6 kg)
Max. Load d
Wind: 50 psf, 2400 Pa, 244 kg/ml front & back
Snow: 112 psI, 5400 Pa, 550 kg/m2 front
Frame Class 2 silver anodized; stacking pins
Stacking Pins
Long Side: 32 mm [1.3 in)
Short Side: 22 mm [0.9 in]
Please read the safety and installation guide.
SUN POWER®
1-800-SUNPOWER 527981 Rev A/ LTR...US
.4
SUNNY TtIPOWER CORE 1 33-US / 50-US / 62-US
lRo
.1
4!
I______
UPTO6O%FASTER
INSTALLATION FOR S
COMMERCIAL PV SYSTEMS • A - 0
46
low
I
C ®Lus SunSp-
Certified
Fully integrated Increased power, flexibility Enhanced safety, reliability Smart monitoring, control, service
Innovative design requires no • Multiple power ratings for small • Integrated SunSpec PLC signal • Advanced smart inverter grid support
additional racking for rooftop to large scale commercial PV for module.tevel rapid shutdown capabilities
installation installations compliance to 2017 NEC • Increased ROI with SMA ennexOS cross
Integrated DC and AC disconnects • Six MPP trackers for flexible stringing • Next-gen DC AFCI arc-fault sector energy management platform
and overvoltage protection and maximum power production protection certified to new • SMA Smart Connected proactive 0&M
12 direct string inputs for reduced • OptiTracTM Global Peak shade Standard UL 1699B Ed. 1 solution reduces time spent diagnosing and
labor and material costs tolerant MPP tracking servicing in the field
SUNNY TRI POWER COREl 33-US / 50-US / 62-US
It stands on its own
The Sunny Tripower COREl is theworld's first free-standing PV inverter for commercial rooftops, carports, ground mount and
repowering legacy solar projects. Now with expanded features and new power classes, the COREl is the most versatile, cost-
effective commercial solution available. From distribution to construction to operation, the Sunny Tripower COREl enables
logistical, material, labor and service cost reductions, Integrated SunSpec PLC for rapid shutdown and enhanced DC AFCI
arc-fault protection ensure compliance to the latest safety codes and standards. With Sunny Tripower COREl and SMA's
ennexOS cross sector energy management platform, system integrators can deliver comprehensive commercial energy solutions
for increased ROl.
www.SMA.America.com
I SMASensarModule
MD.SENUS.40 ej
Technical data
Input (DC)
Maximum array power
Maximum system voltage
Rated MPP voltage range
MPPT operating voltage range
Minimum DC voltage/start voltage
MPP trackers/strings per MPP input
Maximum operating input current/per MPP tracker
Maximum short circuit current per MPPT / per string input
Output (AC)
AC nominal power
Maximum apparent power
Output phases/line connections
Nominal AC voltage
AC voltage range
Maximum output current
Rated grid Frequency
Grid frequency/range
Power factor at rated power/adjustable displacement
Harmonics THD
Efficiency
CEC efficiency
Protection and safety features
Load rated DC disconnect
Load rated AC disconnect
Ground fault monitoring: Riso / Differential current
DC AFCI arc-fault protection
SunSpec PLC signal for rapid shutdown
DC reverse polarity protection
AC short circuit protection
DC surge protection: Type 2 / Type 1+2
AC surge protection: Type 2 / Type 1+2
Protection class/overvoltage category (as per UL 840)
General data
Device dimensions (W/H/D) -
Device weight
Operating temperature range
Storage temperature range
Audible noise emissions (full powere lm and 25 °C)
Internal consumption at night
Topology
Cooling concept
Enclosure protection rating
Maximum permissible relative humidity (non-condensing)
Additional information
Mounting
DC connection
AC connection
LED indicators (Status/Fault/Communication)
Network interfaces: Ethemet/WLAN/RS485
Data protocols: SMA Modbus/SunSpec Modbus/Webconnect
Multifunction relay
OptiTrac Global Peak (shade-tolerant MPP tracking)
Integrated Plant Control/Q on Demand 24/7
Off-Grid capable/SMA Fuel Save Controller compatible
SMA Smart Connected (proactive monitoring and service support)
Certifications
Certifications and approvals
FCC compliance
Grid interconnection standards
Advanced grid support capabilities
Warranty
Standard
Optional extensions
O Optional features • Standard features - Not available
Type designation
Accessories
[] SMA Data Manager M
EDMM.US.tO
Toll Free +1 8884 SMA USA
www.SMA-Americo.com
Sunny Tripower COREl 33-US Sunny Tripower COREl 50-US Sunny Tripower COREl 2-US
50000 Wp STC 75000 Wp SIC 93750 Wp STC -
1000V
330V 800 V 500 V...800V 550 V...800V
150V... 1000V -
150V/188V
6/2
120A/20A
30 A/ 30 A
33300W 50000W 62500W
33300 VA 53000 VA 66000 VA
3/3-(N)-PE
480 V/277 V WYE
244 V.305 V
40A 64A 80A
60 Hz
50 Hz. 60 Hz/.6 Hz...+6Hz
1/0.0 leading ... 0.0 logging
<3%
97.5% 97.5% 97.5%
621 mm/733 mm/569 mm (24.4 in x 28.8 in x 22.4 in)
84k9 1185 lbs)
-25 C...+60 IC 03 F...+140 F)
-40 +70C (-40F...+158F)
65 dB (A)
SW
Tronsformerless
OptiCool (forced convection, variable speed Ions)
Type 4X, 3SX (as per UL SOE)
100%
Free-standing with included mounting feet
Amphenol UTX PV connectors
Screw terminals -4 AWG to 4/0 AWG CU/AL
(2 ports)/0/0
./•/.
S
S
.1.
./.
UL 1741, UL 1699B Ed. I, UL 1998, CSA 22.2 107-1, PV Rapid Shutdown System Equipment
FCC Part 15 Class A
IEEE 1547, UL 1741 SA- CA Rule 21, HECO Rule 14H
VHFRT, L/HVRT, Volt-VAr, Volt-Watt, Frequency-Watt, Ramp Rate Control, Fixed Power Factor
10 years
15/20 years
STP 33-US41 SIP $0-US41 SIP 62-US41
[ .., i] Universal Mounting System AC Surge Protection Module 1(15
UMS_KIT-KIT AC_SPD_KITI-tO, AC_SPD_KIT2_T1T2
DC Surge Pre5eclisn Module Kit
DC...SPD_KIT4-10, OC_SPD_KIT5_T1T2
SMA America,LLC --
:••:'.;,•.•'
Certified
rsMA__
154-R-F SUNSPEC RAPID SHUTDOWN
Th
Cost-effective
Simple to install via existing
DC wires
No additional components
necessary, reducing balance
of system costs
Simple and robust
Power line based communication
compatible with SunSpec signal
for rapid shutdown
Shuts down PV module whenever
SunSpec signal, is interrupted
Safe and reliable
SunSpec compliant rapid
shutdown that fulfills:
UL 1741
NEC 2014
NEC 2017
Reduced risk
Technical support from SMA's #1
ranked service organization
Simple, safe repair or
replacement of proprietary snap-
in cover—no cabling work
TS4.R-F SUNSPEC RAPID SHUTDOWN
Compliance made simple and economical
The new TS4-R-F rapid shutdown solution is a cost-effective way to fulfill UL 1741, NEC 2014 and NEC 2017 requirements.
It is compatible with the power line based SunSpec communication signal for rapid shutdown, making it simple to
implement with robust functionality. Using the existing DC wires between the inverter and module-level electronics as
a communication channel significantly reduces installation time and labor costs, since no additional communication
equipment is needed. The TS4-R-F's compliance with the SunSpec open standard makes it the most flexible solution on
the market, as it can be combined with multiple types of inverters.
www.SMA.America.com
Input
Rated DC input power
Maximum PV module open-circuit voltage @ STC
Maximum input voltage
Maximum current lsc
Output
Output power range
Output voltage range
Communication type
Rapid shutdown compliant (NEC 2017690.12)
Maximum system voltage
Maximum series fuse rating
Mechanical
Operating temperature range
Non-operating temperature range
Coaling method
Dimensions with cover
Weight with cover
Environmental rating
Cabling
Cabling type / Output cable length
Cabling
UV resistance
—40°Cto+85°C (-40°Fte+185°F)
—40°Cto+85°C (-40°Fto+185°F)
Natural convection
152.5 mm x 108 mm x 25.3 mm
6109
1P68, NEMA 4X E
Hi Z2Z2-K / 1.2 m (solar cable, certified to EN 50618)
MC4
500 hr with UVB light between 300 and 400 nm at 65° C
0-475W
0- Voc
SunSpec Rapid Shutdown
Yes
1000V
15A
475W
75 V
90V
12A
Technical data TS4R-F
478-00252-42
.2
Type designation
SYSTEM DIAGRAM
PV MODULE
1
I i...i
154-R-F
it -------------------------
PV INVERTER
Toll Free +1 888 4 SMA USA
www.SMA-America.com
TS4-R-F
478.00252-42 2
SUNNY PORTAL
['!i
INTERNET H
L]
H
ROUTER
UTILITY GRID I
st
- DC - AC - Ethernet - - - Sunspec PLC 1!
SMA America, LLC
an -------- INSTALLATION GUIDE
TABLE OF CONTENTS: PG TABLE OF CONTENTS (CONT): PG GENERAL NOTES:
TooLs & Specifications 1 Bonding & Grounding System Certification 10 Refer to construction drawings for project specific
System Components 2 Bonding & Grounding System Certification 11 detaiLs. Construction drawings have precedence
System Level Fire Code Compliance 3 Bonding & Grounding ELectrical Diagram 12 over these installation guideLines.
Locate Array & Place Bays 4 Temporary Bonding Procedures 13
Place Ballast & South Modules 5 Installation Supplement
Place Modules & Attach Clamps 6 BalLast Bay(s) Roof Attachment A
BaLlast Bay Wind Deflectors 7 Microinverter InstaLL & Wire Mgmt. B
Connect Grounding Lugs 8
MechanicaL Loading Compliance 9
REV20I8MAR06V2
Omni RM5
TOOLS & SPECIFICATIONS 'N
No TECHNICAL DATA SHEET :PAGE
-------------------------------------------------------------------------------------------------------------------------------------- TECHNICAL SPECIFICATIONS: LAYOUT ASSISTANCE TOOL:
Material Types: 16G ASTMA653 GRSO Steel
6235 Galvanization Module Dimensions: RM5 Module Location: Spacing Equations (in Inches):
Hardware: Stainless Steel
Bonding and Grounding: UL2703 Listed Continuous
Bonding Path.
7 1/21N SPACING
I 111N SPACING SPACERS - OPTIONAL
PERIMETER COLUMN SPACER 4 S
COLUMN SPACER 4 I
0
SOUTH ROW SPACER 4 I
r1 ROW SPACER 4 I
MODULE ROW SPACING OPTIONS NORTH ROW SPACER
41
TOOLS REQUIRED OR RECOMMENDED FOR
LAYOUT, ATTACHMENTS & INSTALLATION:
Drill (Do Not Use An Impact Driver)
7/16" Socket
Torque Wrench
Tape Measure
Chalk Reel
Optional Spacers (See Diagram - Page Right)
GENERAL HARDWARE:
1/4-20 X 2½" Hex Head Bolt- Module Clamps
'/2O X 1" Hex Head Bolt - Wind Deflectors
14..20 Stainless Steel U-Nuts
14" Flat Washer 1 ½" O.D.
SAFETY:
ALL applicable OSHA safety guidelines should be
observed when working on a PV installation job site.
The installation and handling of PV solar modules,
electrical installation and PV racking systems
involves handling components with potentially
sharp metal edges. RuLes regarding the use of gloves
and other personal protective equipment should be
observed.
For 7.5 inter-row option: For 11 inter-row option:
Module Length (ML) = 1 Perimeter Column Spacing = ML+(G/2)-32.04
Module Width (MW) = Interior Column Spacing = ML+G-21.36
Prefered module gap? South Row Spacing = (MW x 0.996) - 12.79 (MW x 0.996) - 12.79
(1/4- 1 is permissibLe) 4 Row Spacing = (MW x 0.996) - 12.79 (MW x 0.996) - 9.25
East/West Module Gap (G) = I5 North Row Spacing" (MW x 0.996) - 12.79 (MW x 0.996) - 18.46
0 00 0 0 0
uu: u RM5 :
SYSTEM COMPONENTS ill
TECHNICAL DATA SHEET: PACE
BALLAST BAY: The Ballast Bay is constructed of a high
strength Low alloy G235 Galvanized Steel. This system
has modular design that allows for easy installation
around roof obstructions and accommodates roof
undulations. The Ballast Bays are designed to nest
within each other to optimize shipping logistics.
NOTE: Systems installed on PVC roofs require ballast
bays with pre-installed Santoprene pads.
CLAMP & HARDWARE: The ModuLe Clamp is made
of StainLess Steel and can be used with module frame
heights indicated on the clamp. The clamps are a
portion of the UL2703 Listed system when installed
according to this installation guide. A 14_20 stainless
steel bolt and u-nut are the associated hardware for
installing clamps. NOTE: U-Nuts come in packages
separate from Clamp Kit.
BALLAST BLOCK: The RM ballast bay can fit up to 2
standard 4"x8"x16" solid concrete cap blocks. Block
weight can range from 26 - 38 lbs. and shaLl meet
ASTM C1491 requirements for freeze thaw durability.
Verify your block weights before using the Unirac
U-BuiLder online design tooL
WIND DEFLECTOR: 18G G180 steel wind deflector
aids in ballast reduction and provides fire mitigation.
A 1/4- 20 stainless steel bolt and fender washer (1.5'
O.D) are associated hardware for wind deflectors.
NOTE: U-Nuts come in packages separate from
deflector hardware.
OPTIONAL WIRE MANAGEMENT: Custom Unirac
wire cLip along with mounting options for various
off the shelf wire management clips.
NOTE: ALL conduit and wire ways should be grounded
& bonded per the (NEC) National Electric Code.
OPTIONAL MICROINVERTER MOUNTING: Microinverter
/ Power optimizer bracket, see page B for additional
instructions.
Module Type System level Fire Rating Mitigation
Type 1 Class A Prescriptive. See notes & IlLustration Below
Type 2 Class A Prescriptive. See notes & IlLustration Below
TYPE 1/ TYPE 2 CLASS A FIRE RATING MOUNTING ORIENTATION
Unirac RM has achieved Class A system level fire performance for type 1 and type 2 module constructions. In
order to maintain the fire rating for type 1 modules wind deflectors must be installed on the north edge of the
array. Type 2 modules require wind deflectors to be installed on the north and south edges of the arrayand at
all perimeter modules. NOTE: See page 7 for installation of wind deflectors.
Please use the U-builder tool to optimize the
usage of wind deflectors for fire mitigation.
- Type I Requires fire mitigation on North
Edge when there are no additional wind
deflectors throughout the array
- Type II Requires fire mitigation on all
perimeter modules within array.
. RM5 SYSTEM LEVEL FIRE CODE COMPLIANCE H
No : INSTALLATION GUIDE-'I
-
PAGE
SYSTEM LEVEL FIRE CLASSIFICATION: The
system fire class rating is only valid when the
installation is conducted in accordance with the
assembly instructions contained in this manual
over a fire resistant roof covering rated for the
application. RM ROOFMOUNT has been classified
to the system Level fire portion of UL1703. It has
achieved Class A performance for Low sloped roofs
when used in conjunction with type 1 and type
2 module constructions. Please see the specific
conditions below for mounting details required
to maintain the Class A fire rating. Minimum
and maximum roof slopes are restricted through
the system design and Layout rules. The fire
classification rating is only valid on roof pitches
less than 2:12 (slopes < 2 inches per foot, or 9.5
degrees).
Refer to page right for proper installation of wind
defiectors for required fire mitigation.
NOTE: Type I or Type II information is generally
Located on back of modules or through
manufacturers documentation. Some building
codes and fire codes require minimum clearances
around such installations, and the installer
should check local building code requirements for
compliance.
Unirac RM
CONFORMS TO ULSTD27O3
EAST/WEST EDGES: Install wind
deflectors in each row with 6" over-
hang on east and west edges. This
applies for any deflector installed
on east and west edges throughout
the array.
TORQUE VALUE: 10FTLSS
All Wind Deflector Hardware
('4.20 x linch bolt, '/4-20 u-nut &
1/41nch flat washer 1 1/2in O.D.)
TYPE I: Install wind deflectors on North edge of array.
' . V'I'IiI•I. S •
TYPE II: Install wind deflectors on all perimeter modules within array
.::RM5 LOCATE ARRAY & PLACE BAYS II on : INSTALLATION GUIDE: PAGE
SNAP SOUTH PERIMETER CHALK LINE, THEN EAST
OR WEST PERIMETER CHALK LINE. As best practice,
on south edge of array mark lines to locate the
center of each bay.
I I
I
'p
p I I
p S p I
SPACERS - OPTIONAL
PERIMETER COLUMN SPACER 4 S
COLUMN SPACER 4 •
IL A
SPACERS -OPTIONAL
PERIMETER COLUMN SPACER 1 S
COLUMN SPACER I
ROW SPACER. I
NORTH ROW SPACER 4 0
SOUTH ROW SPACER 4 X
PLACE SOUTH PERIMETER BAYS FIRST. If slip
sheets are required, place per manufacturers
recommendations.
NOTE: Custom spacers can be made to aid in the
placement of bays on the roof. See page 1.
PLACE ALL BAYS.
'E . RM5 PLACE BALLAST & SOUTH MODULES•u : INSTALLATION GUIDE-'I
-
PAGE
PLACE ALL BALLAST: A maximum of two (2) ballast
blocks can be placed in each ballast bay, typically
pushed into .the retention feature on the north or
south edge. The North perimeter requires ballast
blocks to be pushed towards the southern edge of
the ballast bay to accommodate wind deflectors.
Site specific ballast calculations should be created
for each individual project in accordance with the
U-Builder design software. This system has been
rated for the mechanical Load provisions of UL2703.
In addition, it has been designed and tested to
comply with the more rigorous requirements of
SEAOC PV1, PV2 and ASCE 7.
NORTH PERIMETER
BALLAST CONFIGURATION
Ballast needs to be pushed towards
Southern edge of ballast bay
TYPICAL _ BALLAST coNF:u:TIoN.(1)
I I
I I
5
NORTH
I TYPICAL BALLAST I I CONFIGURATION WITH I
SINGLE BALLAST TYPICAL
SOUTHERN EDGE MODULE PLACEMENT: Each bay
has two spacing options, select the appropriate tab
according to Layout requirements.
Place southern row of modules on bays. You may
adjust second row of bays. Do not adjust southern
most row of bays
1 IN. Maximum gap between modules
14 IN. Minimum gap between modules
NOTE: Modules may be placed on bays without immediate
installation of clamps
NOTE: Modules shall be mounted in landscape orientation
only.
Omni RM5 MODULE PLACEMENT & ATTACH CLAMPS II
•• .1 INSTALLATION GUIDE: PAGE
EAST OR WEST EDGE MODULE PLACEMENT
NOTE: Modules may be placed on bays without immediate
installation of clamps.
NOTE: Modules shall be mounted in Landscape orientation
only.
COMPLETE MODULE PLACEMENT
4
1/420x21/2N. 1 0
Stainless Steel Bolt & ( End Clamp
1/4-20 Stainless Steel U-Nut
INSTALL U-NUT &. INSTALL CLAMPS
NOTE: U-NUT - Single Use Only - Do not re-torque
once fully seated
NOTE: CLAMP AND BOLT - Single Use Only - Do not
re-torque once fully seated
TORQUE VALUE: 7FT-LBS MINIMUM to achieve
UL2703 required clamp Load
Module Frame Height Clamp installed with improper range for
must fall within proper module height
range stamped on clamp
PhysicaL contact must be keep clamp firm against maintained onen
4— Apply Pressure here to
module frame tabs as bolt is torqued
No gap should be
torquing
own ic
PROPER CLAMP INSTALLATION:
Clamp is stamped for module frame height on each
Leg
Clamp should be firmly held against module frame
while being torqued
PROBLEM - CLAMP NOT SEATED AGAINST MODULE
DURING TORQUING
Clamp needs to-be held securely against the
module frame during torquing for proper installation
PROBLEM - NOT USING PROPER SIZE OF CLAMP FOR
MODULE FRAME HEIGHT
Double check the stamping on clamp to use the correct Leg of
clamp for module frame height
The module height shall fall within the range shown on the top
of the clamp
Excessive angle on clamp will inhibit required clamp Load on module
Sol
MEN RM5 BALLAST BAY WINDDEFLECTORS ii•• :
--
INSTALLATION GUIDE - SUPPLEMENT: PAGE
STEP I - U-NUTS: Install u-nuts on side flange STEP - 2 WIND DEFLECTOR: Position wind
deflector in the slots provided in the bay
STEP 3 - HARDWARE: Secure wind deflector with
1 ½" O.D. flat washer and 14..20 x 1" Bolt, as shown
above
TORQUE VALUE: lOFT-LBS
INSTALL BALLAST BAY WIND DEFLECTORS
ROTE: Wind deflectors overlap at splice
TERMINAL TORQUE:
Install conductor and torque to the
following: 4-14 AWG: 35 in-Lbs
GROUNDING NOTE:
Can be installed on any Location with a
1.e .l. i.-... ;.,. ..
CONNECT GROUNDING LUG 181
INSTALLATION GUIDE : PACE
GROUNDING LUG MOUNTING DETAILS AS REQUIRED BY CODE & ENGINEER OF RECORD: The Ilsco
Lug has a green colored set screw for grounding indication purposes. One lug is recommended per continuous
array, not to exceed 150ft X 150ft.
Unirac ROOFMOUNT is intended to be used with PV modules that have a system voltage less than or equal
to that allowable by the National Electric Code (NEC). It is the installer's responsibility to check adherence to
LocaL codes.
NOTE: The installation must be conducted in accordance with the National Electric Code ANSI / NFPA 70.
Ground Lug Bolt Size Torque Value
ILsco Lug SGB-4 1/4-20 6.5 ft-Lbs (75 in-Lbs)
ILsco Lug GBL-4 #10-32 2.9 ft-Lbs (35 in-Lbs)
NOTE: In order to prevent corrosion induced by dissimilar metals, it is important to verify that the bare
copper wire does not come into contact with aluminum or galvanized steel These materials must be kept
separate.
Although conformance with UL2703 was demonstrated without the use of oxide inhibitor material, it is
recommended by ILsco to provide an optimized bonding solution for their Lay-in Lug.
'C
C 0
Ch
C
I-
a In
1•
GROUNDING NOTE: ' Can be installed on any location with a 3 flat surface on the bay in order to ground
the system.
01
08
2 ID
16.
. 0 In
cc
TERMINALTORQUE:
Install Conductor and torque to the following:
- 4-6 AWG: 35 in-lbs. 8AWG: 25 in-Lbs
son RM5 MECHANICAL LOADING COMPLIANCE'N•• : INSTALLATION GUIDE-'I
-
PAGE
MECHANICAL LOAD TEST QUALIFICATION
The Unirac RM system has been tested to the mechanical. Load provisions of
UL2703 and covers the following basic parameter(s):
Tested Loads: 25 psf up, 54 psf down
Certification Loads: 16.7 psf up, 36 psf down, 5 psf down-sLope
TESTED MODULE
Module Manufacturer Model / Series
Hyundai HIS-S325T1
ciin : BONDING SYSTEM CERTIFICATION & :
un I RM5 GROUNDING
•• I E I PAGE
ELECTRICAL BONDING & GROUNDING TEST MODULES: This racking system maybe used to ground and/or mount a PV module complying with UL 1703 ontywhen
the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions.
VERIFIED COMPATIBLE MODULES:
Manufacture Module Model / Series
Frame
Height
(MM)
Ateo P18 & P19 35
Aleo 11 S18,519.559,& 579 50
AUOptronics PM Series 40
i Auxin AXN6M61OT,AXN6P61OT,
AXN6M612T & AXN6P612T 40
BYD P6K Series 35
F
Canadian Solar
CSSA-M.CS6P-M, CS6X-P,CS6U-P,
CS6U-M,CS6K-MS, CS6K-M,
CS6V-M,CS6K-P,CS6P-P,CS3U-P,
CS3U-MS, c33K-P, CS3K-MS &
CS1K-MS
40
iCentrdsoLar America C-Series & E-Series 40
CertainTeed Cr2xxMxx-01 & CT2xxPxx-01 35
CertaunTeed TxxxMxx-01, TxxxPxx-01 &
CTxxxMxx-02 40
ElSolar ETAC & ET Modules 40
Eco Solargy Orion 1000 & Apollo 1000 40
GCL GCL-P6 & GCL-M6 Series 35/40
Hansol - TD-AN3 40
Hanwha SotarOne HSL 60 & HSL 72 40
Heliene 36M,60M,60P, 72M & 72P Series 40
Hyundai Heavy Industries MG,TG, RG, & KG Series 35
LHyundai Heavy Industries TI & RI Series 50
:Hyundai Heavy Industries MI, R1, KI, & Ti Series 40
:ITEK iliT-HE & IT-SE Series 40
Japan Solar
-
JPS-60 & JPS-72 Series 35/40
JA Solar JAP6-60, JAM6-60 40
JA Solar JAP6-72, JAM6-72 45
Frame
Manufacture Module Model! Series Height
(MM)
JAP6(k)-60-xxx/4BB,
JAP60SYY-xxx/ZZ. JA Solar 35/40 JAM6(k)-60-xxç,'ZZ,
JAM60SYY-xxx/ZZ
JAP6(k)-72-xxx/4BB,
JAP72SYV-xxx/ZZ, - JA Solar 35/40 JAM6(k)-72-xx,cfZZ,
JAM72SVV-xxx/ZZ
JKMxxxM,JKMxxxP, JKMxxxPP, Jinko 40 JKMSxxxPP & JKMSxxxP
Kyocera KD-F Series 46
IG Electronics MONO X 35/46
MONO X 2, MONO X Plus, NeON,
IG Electronics NeON2 Black, NeON 2 AC, NeON2 40
Bifacial
LG Electronics NeON2 40/46
LG Electronics NeON R & NeON R Black 40
LONG LR6-60 & LR6-72 Series 40/45
Mission Solar Energy MSE MONO & MSE PERC 40
Mitsubishi MJE & MLE Series 46
Neo Solar Power Co. D6M Series 35
Phono Solar Tech. Standard Modules 40/45
V8HNxxxSA15 & SAMPanasonic 35 VBHNxxxKA01 & KA02
VBHNxxxSA17 & 5A18, Panasonic 40 VBHNxxxKA03 & KA04
Q.CeLls Q.PLUS/PEAK/PRO - L G4.x 35
Q.Cells B.LINE PLUS/PRO - L G4.x 35
Frame
Manufacture I Module Model/ Series Height
(MM)
Q.Cells QPLUS L-G4.2frAA 35
Q.Cells Q.PRO L-G2 40/42
Q.PRO BFR G4x
Q.PEAK G4.1/MAX,
Q.PRO/Q.PLUS G4,
Q.PEAK-G4.1/TAA,
Q.PEAK BLK G4.1/IAA,
Q.PLUS BFR G4.1
Q.Celts Q.PLUS BFR G4.1/TAA, 32
Q.PLUS BFR G4.1/MAX,
B.LINE PLUS BFR G4.1,
B.LINE PRO BFR G4.1,
Q.PRO EC-G4.4
Q.PEAK BLK G4.1 & Q.PEAK G4.1
Q.PEAK DUO-G5, DUO BLK-G5
Q.PEAK-G3 & G3.1,
Q.PEAK BLK G3 & G3.1, Q.Cells i 35 Q.PLUS BFR G3.1,
Q. PLUS/PRO G3
REC PEAK &ECO 38
REC PeakEnergy72,TwinPeak 45
REC TwinPeak (2)(BLK)(2), N-Peak 38
REC TwinPeak2S(B)(XV) 30
Renesola 60 Cell Modules & Vitrus2 40
Seraphim SEG-6 &SRP-6 Series 40
Sharp ND-24CQCJ & ND-2SCQCS 46
Sharp ND-Q235E4 &ND-F4Q300 46
Sharp NU-SA 35
Sharp
-
Nh-SC 40
-
ru
:RM5
BONDING & CVCT1i PDTIrIPATIflhI•u: GROUNDING )I)ILIYI ULRIIFIWiI lull•• : INSTALLATION GUIDE: PAGE
ELECTRICAL BONDING & GROUNDING TEST MODULES: This racking system maybe used to ground and/or mount a PV moduLe compLying with UL 1703 onLywhen
the specific module has been evaluated for grounding and/or mounting in compliance with the included instructions.
VERIFIED COMPATIBLE MODULES (CONTINUED):
Manufacture Module Model / Series
Frame
Height
(MM)
SiLfab SLA-H/P & SLG-WP 38
SoLarTech STU HJT & STU PERC 42
SoLarWorLd Sunmodule Protect/PLus 33
Suniva Optimus Series 35/38
Suniva MV Series 40/46
Suntech STP -XXX- 35/40
Sun Edison/FLextronics F-Series / FLEX FXS 35/50
Sun EdisorVFLextronics R-Series / FLEX FXS 35/50
S-Energy SN72 & SN60 Series 40
SunPower X-Series 72 & E-Series 72 46
SunPower X-Series 96 & E-Series 96 46
SunPower P-Series 46
SunPower Sig Black 46
TaLesun TP572,TP596,TP654,TP660,
TP672, Hipor, M, Smart 35/40
Trina PAOS.P005.DDOS 35
Trina PD14, PE14, 0014, DE14 40
Winaico WST & WSP Series 35/40
YingLi Panda 60 40
YingLi YGE U72 40
YingLi YGE 60 CeLL 40
Yingli YGE 60 CeLL Series 2 35
Yingli YGE 60 Series 2 40
Yingli YIN 60 40
Yingli YLM72 40
Please see the RMS UL2703 Test Report at Unirac.com to ensure the exact solar module selected is approved for use with RMS
- FauLt Current Ground Path
• Ground Lug
•
Grounding Clip & Bolt
• Mm. 10 AWG Copper Wire
Module Frame
Module Bay w/ Grounding Clips
BONDING&flfl'TDIPAI DIAGRAM•su:
RM5 - GROUNDING LLLIi I RIWiL :
INSTALLATION GUIDE : PAGE
III III II
RM 5 TEMPORARY BONDING PROCEDURES IIIus : INSTALLATION GUIDE: PAGE
TEMPORARY GROUNDING & BONDING
PROCEDURE: Periodic inspections should be
conducted on the PV array to ensure there are not
Loose components,Loóse fasteners or corrosion.
If any of the above items are found, the affected
components are to be immediately replaced. If a
module must be removed or repLaced,a temporary
bonding jumper must be used to ensure safety of
the personnel and PV system.
NOTE: Removing a PV module from a system is not
considered to be routine maintenance. This type of
activity should only be performed by .trained and
qualified installers.
NOTE: In order to prevent corrosion induced by
dissimilar metals, it is important to verify that the
bare copper wire does not come into contact with
aluminum or galvanized steel. These materials must
be kept separate.
GB-4 GBL-4
_ IL
APPROVED LUGS:
ILsco lay-in Lug llsco - SGB-4, GBL-4
TERMINAL TORQUE: Install conductor and torque to
the foLLowing:
SGB-4: 4-14 AWG: 35in-lbs
GBL-4: 4-6 AWG: 35 in-Lbs. 8AWG: 25 in-Lbs
ATTACH LUGS: Use approved lug(s) to install on
adjacent bays where the module is being removed.
HERE IS ONE EXAMPLE OF A MODULE REMOVAL
THAT WILL REQUIRE THE USE OF A BONDING
JUMPER
INSERT COPPER WIRE: Insert bare copper wire into
each lug, providing a bonding jumper across the
missing module location.
REMOVE MODULE & REVERSE THE OPERATION
AFTER MAINTENANCE IS COMPLETE
Bonding jumper nt required here, due to integrated
bonding/grounding path throughout module frames/
bays around this Location.
NOTE: CLAMP AND BOLT - Single Use Only - Use new
clamps after any module replacements or system
maintenance.
. RM 5 BALLAST BAY ROOF ATTACHMENT IAI
No :
--
INSTALLATION GUIDE - SUPPLEMENT: PAGE
STEP I - POSITION ROOF ATTACHMENT:
Position Roof Attachment under bay
requiring attachment and install according
to manufacturer installation instructions.
NOTE: Center roof attachment under ballast bay as
close as Possible.
STEP 2 - PLACE UNISTRUT: Place Unistrut
across bay with the anchor stud through a slot.
NOTE: Metal base of attachment where stud
is Located cannot exceed a height of 1/4"
STEP 3 - SECURE UNISTRUT TO ROOF
ATTACHMENT: Place 3/8" washer and 3/8-16
serrated flange nut on anchor stud, serrations facing
down and tighten to 30 ft-Lb.
TORQUE VALUE: 30FT-LBS
-1
11
.Doll ID M c MICROINVERTER INSTALL & WIRE MGMT. LB
ME :-- 1% III U SThLLl1O0 GUIDE - SUPLEi: PAGE
PRE-INSTALL MICROINVERTERS: Install MLPE in a
Location on the module that will not interfere with
ballast bays or grounding tugs. To use trunk cable
most efficientLy, install MLPE components in the
same locations on all modules in the same row.
TORQUE VALUE: 20FT-LBS
ROUFMOUNT 00 :U NUEAC
..
E
D
. 71m,
L 10
5 DEGREE TILT
OPTIMIZE ARRAY LAYOUT
TWO ROW SPACING OPTIONS
5 DEGREE TILT -1.5 IN./11 IN. ROW SPACING
SINGLE TOOL ASSEMBLY
INTEGRATED BONDING
SEAMLESS WIRE MANAGEMENT
ENHANCED U-BUILDER DESIGN/ LAVOUTTOOL
SEAMLESS HELIOSCOPE INTEGRATION
CUSTOMIZED QUOTATION ASSISTANCE
3RD PARTY ENGINEERING DOCUMENTATION
INDUSTRY BEST LEAD TIMES
I
;7
p lo
MAXIMIZE PROFITABILITY AT EVERY STEP
&MIIIJf 00 :UN AC
OPTIMIZE ARRAY LAYOUT
MAXIMUM LAYOUT FLEXIBILITY WITH TWO ROW SPACING OPTIONS
5 Degree Tilt with 1.5 IN. /11 IN. Row Spacing Options
G235 steel, double the corrosion protection of other racking products
Place panel, then clamp for single person module installation
Integrated bonding with single tool, hassle-free installation
Simplified wiring with Unirac's RM wire management clips
MLPE mount for microinverters and power optimizers
Optional roof attachments to meet site specific requirements
Ship up to 1 MW per truck with compact packaging
nn )J B0DG&GR0UDI(
1u.i— I l I l M ll MECHANICAL LOADING
SYSTEM liRE C1ASSlFlC
ACCELERATE YOUR PROJECT AT EVERY STEP FOR MAXIMUM PROFITABILITY
WORLD CLASS U-BUILDER FOR QUICK & EFFICIENT DESIGN / LAYOUT WITHIN MINUTES
Seamless HelioScope IntegrationS Coogle Maps Platform . Row by Roe: Design with Ballast Distribution Maps. Site Specific Engineering Report- Multiple Arrays per Design - CAD File Do:aloads
COMPREHENSIVE DESIGN & ENGINEERING SUPPORT
A learn of lechnical Experts &Piotcssional Engeers Customize Pioiectszhilebilm Oes~nsto Maxiutie [neigy Output with toast Possible System Cost
GUARANTEED PERMIT APPROVAL
012103 Certification Documents - Stamped rd Party P1 Lelbi Construction Draings AOl Outreach Program
BEST LOGISTICS NETWORK - FASTEST DELIVERY IN THE COMMERCIAL PV RACKING INDUSTRY
1.-;oV!eek teal TIms rrcm Our Factuy And Immediate Deployment Through Our tiatien e Distribution Uet:amk.
PRODUCT TRAINING WITH PROJECT MANAGEMENT SERVICES TO MINIMIZE INSTALLATION LEARNING CURVE
lritllti Cide s- L DLuos Tra the TrtrPrornr• Change Or&i Maruument - Pmoct Close Out Asitice
UIRAC CUSTOMER SERVICE MEANS THE HHEST LEVEL OF PRODUCT SUPPORT IN THE RAIG INDUSTRY
I
II I I -
I
.375±.015 rt -i [9.53±.381
-
I I
.213 L .hI •Ij (5.41]
TOLERANCES-UNLESS OTHERWISE SPECIFIED I DWG. NO.
2 Pt.. DEC. ±.015 TRUE C.L. *.015
3 PL DEC. ±.01O ANGLES ±1
I G0977
I51 1 OF 1 'T
CORP.
DRAWN BY:CLH 'SCALE: 3:1
DATE: 7/27/2007 1SIZE: A
Cat #: GBL-4DB
0.218 ThRU GBL-4DBT
E1276-..
CALE 1: 1
.190
[4.84]
SCREW: E1276
CAT. NO.:
MASS: .052 LBS.
SURFACE AREA: 2.738 IN2
STUFFER SHT: FORM 12
MATERIAL:COPPER, X007309
PLATING: SEE CHART
MARKING: Q GBL-4DB, 4-14, CU, DB
CEII:ABM
- 1/4-28 UNI - I \/.O4O MAX X45°
OPENING MUST
SLIP A 0.250 PIN
.825
[20.96] fl4
.470
(11.94]
.185±.005
[4.70±.131
II
I 1.150 1 [29.21] PART NUMBER PLATING MARKING
G0977A00B I BRIGHT DIP I GBL-4DB,4-14, I G0977A00T I EL-TIN I OGBL-4DBT,4-14,
[HE INFORMATION CONTAINED WITHIN THIS DOCUMENT IS PROPRIETARY TO ILSCO AND MAY NOT BE DISCLOSED WITHOUT PRIOR WRITTEN CONSENT
P71
structural ENGINEERS
May 9, 2017
Unirac
1411 Broadway Boulevard NE
Albuquerque, New Mexico 87102-1545
TEL: (505) 242- 6411
FAX: (505) 242-6512
Attn.: Engineering Department,
Re: Engineering Certification for the Unirac RM5 Roof Mounted Ballasted Photovoltaic Panel Support System.
The Unirac RM5 Roof Mounted Ballasted Photovoltaic Panel Support System is a proprietary framed ballasted assembly
which supports Photovoltaic panels. The ballast frames hold the PV panels and are ballasted with concrete blocks as
required for the wind loads. The wind uplift loads are resisted directly by the ballast. Lateral forces, both wind and
seismic, are resisted by friction between the ballast and the roof surface. For wind forces, the system is designed
for no lateral or vertical displacement of the array. For seismic forces, the system is designed per SEAOC PV -2012
requirements for lateral movement/displacement.
The ballasting requirements are determined using the Unirac online "U-Builder RM5" Design Assistant tool.
The Design Assistant covers a wide range of system configurations and loading and allows the user to customize
the input to match the specific project conditions.
We have reviewed the Unirac RM5 Roof Mounted Ballasted Photovoltaic Panel Support System, the RDWI wind tunnel
test results and the Unirac ballasted system design methodology and have determined that the Unirac RM5 ballasted
system design methodology is a rational approach and is in compliance with the structural requirements of the following
Reference Documents:
Codes: ASCE/SEI 7-05 and ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures
International Building Code, 2009, 2012, & 2015 Editions
California Building Code, 2010, 2013 & 2016 Editions
Other: Aluminum Design Manual, 2010 & 2015 Edition
RWDI Wind Pressure Study Report #1600097
SEAOC PV 1-2012 Report - Structural Seismic Requirements and Commentary for Rooftop Solar PV Arrays
SEAOC PV2-20 12 Report - Wind Design for Low-Profile Solar Photovoltaic Arrays on Flat Roofs
Terrapin Testing #TTS 16003-ASTM Gil 5 Coefficient of Friction Testing Report
This letter certifies that the Unirac RM5 Roof Mounted Ballasted Photovoltaic Panel Support System and the Unirac
online "U-Builder RM5" Design Assistant tool are in compliance with the above Reference Documents.
If you have any questions on the above, do not hesitate to call.
Prepared By:
PZSE, Inc. - Structural Engineers
Roseville, CA
5150 Sierra College Boulevard, Suite 150, Roseville, CA 95661
1 916.961.3960 F 916.961.3965 W www.pzse.com
Experience I Integrity' I Empowerment
--.- ,.--
SAN DIEGO REGIONAL I •OFFICE USE ONLY
HAZARDOUS MATERIALS RECORD ID #________________________________
PLAN CHECK
OCCC" QUESTIONNAIRE BP DATE I. I
Business Name Business Contact Telephone #
Project Address City State Zip Code APN#
Mailing Address City State Zip Code Plan File#
Project Contact Applicant E-mail Telephone #
The following questions represent the facility's activities, NOT the specific project description. -
PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for prolects within the City of San
Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled,
applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal.
Occupancy Rating: Facility's Square Footage (including proposed project):
Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives
Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards
Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These.
Flammable Solids 8. Unstable Reactives 12. Radioactives
If the answer to any of the
Diego, CA 92123.
Call (858) 55-6706 prior to the issuance of a building permit.
FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy:
YES !9 (for new construction or remodeling projects)
0 Is your business listed on the reverse side of this form? (check all that apply).
0 13, Will your business dispose of Hazardous Substances or Medical Waste in any amount?
0 17 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500
pounds and/or 200 cubic feet?
0 ' Will your business store or handle carcinogens/reproductive toxins in any quantity?
Will your business use an existing or install an underground storage tank?
0 ' Will your business store or handle Regulated Substances (CaIARP)?
0 / Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)?
0 (I Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to
CaIARP Exempt
Date Initials
CalARP Required
Date Initials
CaIARP Complete
Date Initials
PART ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San
Diego, CA 92131 aocdcompsdcountv.ca.aov (858) 586-2650). I*No stamp required if Qi Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended
to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive'
requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four
dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. [Excludes garages & small outbuildings.]
YES hi
0 I3 Will the project disturb 160 square feet or more of existing building materials?
0 IZI', Will any load supporting structural members be removed? Notification maybe required 10 working days prior to commencing demolition.
0 17 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance
Technician?
0 17 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification
j may be required 10 working days prior to commencing asbestos removal.
0 IZJ Will the project or associated construction equipment emit air contaminanfr? SeeJhe reverse side of this form or APCD factsheet
j (www.sdancd.orQ/info/facts/oermits.odf) for typical equippient requiring afi APCDjpermit.
0 EZI (ANSWER ONLY IF QUESTION 5 IS YES) Will the projct or qsociatedlcorutio) equipment be located within 1.000 feet of a school
Briefly describe business activities: project:
I declare under penalty of perjury that to the best of my knowledge and be f tile es ons a he ei are true and corr Ct. /_i
Name of Owner or Authorized Agent Sighftfe dflOwner or Autholit6d Agent Date
FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: -
BY: DATE: I I
EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY
COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMD - APCD
A stamp in this box only exempts businesses trom compieting or upaatung a riazaraous matenais business man. utner permitting requirements may siiuu apply.
HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division
LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO
DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION
Check all that apply:
AUTOMOTIVE
Battery Manufacturing/Recycling
Boat Yard
Car Wash
Dealership Maintenance/Painting
Machine Shop
Painting
Radiator Shop
Rental Yard Equipment
Repair/Preventive Maintenance
Spray Booth
Transportation Services
Wrecking/Recycling
CHEMICAL HANDLING
Agricultural supplier/distributor
Chemical Manufacturer
Chemical Supplier/Distributor
Coatings/Adhesive
Compressed Gas Supplier/Distributor
Dry Cleaning
Fiberglass/Resin Application
Gas Station
Industrial Laundry
Laboratory
Laboratory Supplier/Distributor
Oil and Fuel Bulk Supply
Pesticide Operator/Distributor
CHEMICAL HANDLING OTHERS AND MISCELLANEOUS
Photographic Processing 0 Asphalt Plant
Pool Supplies/Maintenance 0 Biotechnology/Research
Printing/Blue Printing 0 Chiropractic Office
Road Coatings 0 Co-Generation Plant
Swimming Pool 0 Dental Clinic/Office
Toxic Gas Handler 0 Dialysis Center
Toxic Gas Manufacturer 0 Emergency Generator
0 Frozen Food Processing Facility
METAL WORKING 0 Hazardous Waste Hauler
Anodizing 0 Hospital/Convalescent Home
Chemical Milling/Etching 0 Laboratory/Biological Lab
Finish-Coating/Painting 0 Medical Clinic/Office
Flame Spraying 0 Nitrous Oxide (NO.) Control System
Foundry 0 Pharmaceuticals
Machine Shop-Drilling/Lathes/Mills 0 Public Utility
Metal Plating 0 Refrigeration System
Metal Prepping/Chemical Coating 0 Rock Quarry
Precious Metal Recovery 0 Ship Repair/Construction
Sand Blasting/Grinding 0 Telecommunications Cell Site
Steel Fabricator 0 Veterinary Clinic/Hospital
Wrought Iron Manufacturing 0 Wood/Furniture Manufacturing/Refinishing
AEROSPACE ELECTRONICS
Aerospace Industry 0 Electronic Assembly/Sub-Assembly
Aircraft Maintenance 0 Electronic Components Manufacturing
Aircraft Manufacturing 0 Printed Circuit Board Manufacturing
NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES.
ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE
HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880.
LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES
Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District.
CHEMICAL
47—Organic Gas Sterilizers
32— Acid Chemical Milling
33—Can & Coil Manufacturing
44—Evaporators, Dryers & Stills Processing
Organic Materials
24— Dry Chemical Mixing & Detergent Spray
Towers
35—Bulk Dry Chemicals Storage
55—Chrome Electroplating Tanks
27— Coating & Painting
Plasma Arc & Ceramic Deposition Spray
Booths
Paint, Stain & Ink Mfg
27— Printing
27— Polyester Resin/Fiberglass Operations
METALS
18— Metal Melting Devices
19— Oil Quenching & Salt Baths
32— Hot Dip Galvanizing
39—Precious Metals Refining
ORGANIC COMPOUND MARKETING
(GASOLINE. ETC)
25— Gasoline & Alcohol Bulk Plants & Terminals
25— Intermediate Refuelers
26— Gasoline & Alcohol Fuel Dispensing
COMBUSTION
34—Piston Internal - Combustion Engines
13— Boilers & Heaters (1 million BTU/hr or larger)
14—Incinerators & Crematories
Bum Out Ovens
Core Ovens
20— Gas Turbines, and Turbine Test Cells & Stands
48— Landfill and/or Digester Gas Flares
ROCK AND MINERAL
Hot Asphalt Batch Plants
Rock Drills
Screening Operations
Sand Rock & Aggregate Plants
Concrete Batch, CTB, Concrete Mixers, Mixers
& Silos
10— Brick Manufacturing
OTHER
01 -Abrasive Blasting Equipment
03— Asphalt Roofing Kettles & Tankers
46— Reverse Osmosis Membrane Mfg
51 - Aqueous Waste Neutralization
11—Tire Buffers
17— Brake Debonders
23— Bulk Grain & Dry Chemical Transfer & Storage
45—Rubber Mixers
21 —Waste Disposal & Redamation Units
36— Grinding Booths & Rooms
40— Asphalt Pavement Heaters
43—Ceramic Slip Casting
41 - Perlite Processing
40— Cooling Towers - Registration Only
91 - Fumigation Operations
56— WWTP (1 million gal/day or larger) & Pump
Station
ELECTRONICS
Automated Soldering
42— Electronic Component Mfg
FOOD
12— Fish Canneries
12— Smoke Houses
50— Coffee Roasters
35—Bulk Flour & Powered Sugar Storage
SOLVENT USE
28—Vapor & Cold Degreasing
Solvent & Extract Driers
31 - Dry Cleaning
NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION
CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600.
HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division
PMK KSM
72.72 KWDCI 65.86 kW AC CEC SOLAR ELECTRIC SYSTEM
CARLSBAD, CA 92008
Or
P 9 Capstone Advisors
Natural Alternatives
U. International, Inc
Blast MQIIUn
IJIeCORE Fitness 10
0
4
'C.
PROJECT DATA: I REVISION I DATE CODE INFORMATION:
VICINITY MAP:
F:.
S
LICENSE NUMBER
749095 C-b
Am—
C.)
cum
o.c
C,)
In I0
SciencII Research
Laboratories
Au1OerlOmiCS 9
çtadaY Ave
9
ZtoVauII City of Carlsbad 9
9
Thermo
RQ CONSTRUCTION PV ARRAY
1620 FARADAY AVENUE
Y
Mltov
1620 Faraday Avenue 9
-Zone 5
BusinesS ParkEll Drug Enforcement Adm. Recrealional ctrec, Facility 9 ail 1
Q,sIg'I C,ir,Im,ni.
GENERAL NOTES:
GENERAL NOTES:
SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED ON COMMERCIAL
STRUCTURE.
DESIGN COMPLYING WITH THE 2016 EDITION OF CALIFORNIA ELECTRICAL
CODE, NEC, 2016 CALIFORNIA BUILDING CODE, CITY OF CARLSBAD
CONSOLIDATED FIRE CODE, AND ALL LOCAL ORDINANCES AND POLICIES.
THIS PROJECT HAS BEEN DESIGNED IN COMPLIANCE WITH THE CBC
SECTION 1609 TO WITHSTAND A MINIMUM 110 MPH WIND LOAD.
THIS COMMERCIAL BUILDING IS STORIES TALL.
SEE PV-2.3 FOR INFORMATION ON ROOF STRUCTURE.
THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM THE
LOCAL JURISDICTION AND THE UTILITY IS OBTAINED.
THIS SYSTEM IS AN UTILITY INTERACTIVE SYSTEM WITH NO STORAGE
BATTERIES.
THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY
PLUMBING, MECHANICAL OR BUILDING ROOF VENTS.
IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE VERIFIABLE
GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE.
A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH
CAL-OSHA REGULATIONS.
PROPER ACCESS AND WORKING CLEARANCE WILL BE PROVIDED AS PER
SECTION 110.26 CEC.
TABLE OF CONTENTS:
TABLE OF CONTENTS
SHEET # DESCRIPTION
T-1 TITLE SHEET
PV-1 SITE MAP
PV-2 ENLARGE PLAN
PV-2.1 BALLAST PLAN
PV-2.2 BALLAST PLAN
PV-2.3 BUILDING SECTION I STRUCTURAL ROOF PLAN
PV-2.4 ELECTRICAL ROOM DETAILS
PV-3 ELECTRICAL LINE DIAGRAM
PV-3.1 ELECTRICAL LINE DIAGRAM
PV-3.2 STRING / GROUND PLAN
PV-4 SIGNAGE
PV-5 SIGNAGE
PROJECT SCOPE:
THE PROJECT ENTAILS THE INSTALLATION OF A
72.72 KWDC SYSTEM AT 1620 FARADAY AVENUE.
THE SYSTEM WILL NOT BE PLACED INTO
OPERATION UNTIL AUTHORIZED BY SDG&E.
THE SYSTEM COMPRISED OF (202) SUNPOWER
X22-360-COM MODULES AND (1) SMA STP-62-US
INVERTER. MODULES WILL BE BALLAST MOUNTED
ORIENTED SOUTH AND INSTALLED ON EXISTING
ROOF AND EXISTING STRUCTURE.
SCOPE OF WORK:
(202) SUNPOWER X22-360-COM MODULES
(1) SMA STP-62-US INVERTER
(202) SMA T54-R-O OPTIMIZERS
72.72 kWDC /65.86 KWAC CEC SYSTEM SIZE
THE PROJECT IS A DESIGN-BUILD SYSTEM BY
SUNPOWER BY STELLAR SOLAR. OCEANSIDE, CA.
ALL WORK AND MATERIAL SHALL COMPLY WITH
THE REQUIREMENTS OF THESE CODES AND ALL
APPLICABLE LOCAL ORDINANCES.
2016 CALIFORNIA BUILDING CODE
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA PLUMBING CODE -
2016 CALIFORNIA ELECTRICAL CODE
TITLE 24 (ADA) CALIFORNIA ADMINISTRATIVE DOE
APN:
212-130-23-0
CBC2019-0427
LEGAL DES( 1620 FARADAY AVE TR 12815 LO RQ CONSTRUCTION: 72.72 KW ROOF MOUNT PV
SYSTEM, 202 MODS, NO UPGRADE
CONSTRUC]
ZONING DE 2121302300
9/1012019
(QI 03A1O_flA97
5
I
_PL_. --------. _
ARRAY A
(73) SUNPOWER X22-360-COM
MODULES MOUNTED ON UNIRAC RM5
ROOF SLOPE =5 AZIMUTH = 180
ARRAY B
(24) SUNPOWER X22-360-COM
MODULES MOUNTED ON UNIRAC RM5
ROOF SLOPE =5 AZIMUTH = 180
FARADAY AVENUE
LICENSE NUMBER
749095 C-10
1L
REVISION I DATE
ROOF ACCESS POINTS.
TYPICAL OF 5.
ARRAY C.
(83) SUNPOWER X22-360-COM
MODULES MOUNTED ON UNIRAC RM5
ROOF SLOPE =5 AZIMUTH = 180
ARRAY D
(22) SUNPOWER X22-360-COM
MODULES MOUNTED ON UNIRAC RM5
ROOF SLOPE =5 AZIMUTH = 180
ROOF ACCESS POINTS SHALL BE PROVIDED PER THE
FOLLOWING (CRC R331.4.1, CBC 3111.4.1):
LOCATED IN AREAS NOT REQUIRING PLACEMENT OF
GROUND LADDERS OVER OPENINGS SUCH AS DOORS
OR WINDOWS.
LOCATED AT STRONG POINTS OF BUILDING
CONSTRUCTION IN LOCATIONS WHERE ACCESS POINT
DOES NOT CONFLICT WITH OVERHEAD
OBSTRUCTIONS SUCH AS TREE LIMBS, WIRES, OR
SIGNS
(III) 4p' 80, SITE MAP
Scale: 1" = 40'
NORTH
CAL FIRE SOLAR PHOTOVOLTAIC GUIDELINES SECTION 2.0
(IFC 605.11.3) ACCESS, PATHWAYS, AND SMOKE
VENTILATION STATES DESIGNATION OF RIDGE, HIP, AND
VALLEY DOES NOT APPLY TO ROOFS WITH 2-IN-12 (10
DEGREES) OR LESS PITCH. ALL ROOF DIMENSIONS ARE
MEASURED TO CENTERLINES
DRAWN BY: H.H.H
PROJECT NO.
DATE: 914/2019
Pv-1
3
M5 BALLAST SYSTEM
3 CONCRETE BLOCKS.
(U a) Oa
13
Iwo
'('U V
LICENSE NUMBER
749095 C-10
w
> a- a w I- z
0
U- 0 ow
co ZZc
c10 a-c")
Ocz rgC4
REVISION I DATE
® ENLARGED ROOF PLAN
Scale: 1/16" = 1,
NORTH
NOTES:
PANEL ASSEMBLY WILL BE ATTACHED TO THE EXISTING ROOF BY THE
CONSTRUCTION OF A STRUCTURAL FRAME TO CONSIST OF UNIRAC RM5 BALLAST
RVTFM
SOLAR PANELS ATTACHED TO RAIL WITH MODULE MOUNTING CLIP AND 1/4" NUTS & DRAWN BY: H.H.H
BOLTS PROJECT NO.
ROOF PENETRATIONS WILL BE SECURE AND WEATHER TIGHT WITH RUBBERIZED DATE: 9/4/2019
ELASTOMAT SEALER AND FLASHING. SHEET ARRAY WEIGHT = REFER TO STRUCTURAL CALCULATIONS.
UL2703&UL467 PV-2
- . ...... ......- -. .- ..
() ARRAY A BALLAST PLAN
Scale: 1/V'= 1' ( )
MAPTI-1
CAL-FIRE WALKWAY
ARRAY C BALLAST PLAN
:1 Scale: 1/8" = V NORTH
flAI r,nr SARA, I#%AIAJ
5) UNIRAC RM5 BALLAST SYSTEM
IH (185) 32LB CONCRETE BLOCKS.
19) UNIRAC RM5 BALLAST SYSTEM
H (204) 32LB CONCRETE BLOCKS.
'I
(83) SUNPOWER
X22-360-COM MODULES
61.4" x 41.2" 41 LBS
(73) SUNPOWER
X22-360-COM MODULES
61.4" x 41.2" 41 LBS
51
- (0 —e Qti
c I
LICENSE NUMBER
749095 C-b
c.) oum
CO
U, So
w
IL
0 w I- z
0
U- 0 ow
zcco 0 W C50 loo
I- 0-
z-q- 0u..U)C
Ocz
REVISION I DATE
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV-2.
—
1:
(41)
W1TI
TYP.
CAL-FIRE WALKWAY . o CL
c
n E
I
24) SUNPOWER LICENSE NUMBER (22-360-COM MODULES 749095 C-10
1.4" x 41.2" 41 LBS
us
E Cl)
U, 0
0 T O 1 CIVI.
PLAN ARRAY B BALLAST
Scale: 1/8"m V NORTH
w
w I—z
0
U- 0. ow o z cc' Q8 I — <o)c
-c
- .-
OLLQ)C%1
04 It Ocz
Co IL
REVISION I DATE
- CAL-FIRE WALKWAY
ARRAY D BALLAST PLAN () Scale: 1/8" = 1' NORTH
(38) UNIRAC RM5 BALLAST SYSTEM
WITH (57) 32LB CONCRETE BLOCKS.
TYP. 4 PER BALLAST TRAY MAXIMUM.
503 TOTAL BLOCKS FOR ENTIRE
SYSTEM. DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV2.2
LICENSE NUMBER
749095 C-iD
1L
SUNPOWER SUNPOWER
X22-360-COM MODULES X22-360-COM MODULES
___
FIRSTlFLOOR5i
SECOtiDf
-_ •• III'—i.
- _______________
U U
______ ____ I :
:
VA
- ui• I
- •1 I__I.
iiuE,.:LvIm '----'i:
——
-
_Iwo
3(
SS BOLT —A
GROUNDING LUG DETAIL
w
0 LU I— z
0
U- 0. ow
co
Q>c
CS d in
Ou..00C4 ('z cc
REVISION I DATE
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV-2.4
ILSCO GBL-4DBT
TIN-PLATED LAY-IN
GROUNDING LUG
Scale: N.T.S.
SS STAR
WASHER RAIL FRAME
SS HEX NUT WITH
TOOTH WASHER
BUILDING SECTION
Scale: 1/16 = 1'
(E) PANEL 'HA' 100A (E) PANEL 'LA' IODA
(E) PANEL 'ATSI' IOOA (N) IOOA 480/277V PV
(E) 200A DISCONNECT
DISCONNECT FOR
PANEL 'ATSI'
I15KVAI I
XMFR
'r /
.1 I 31 5" (N) 1-1/2" EMT -
8'-4" COIDUIT
(E) 75KVA (E) 2000A MAIN SERVICE PANEL (2000A MCB).
XMFR 3 PHASE, 4 WIRE, 480Y/277V WYE.
15'
() ELECTRICAL ROOM DETAIL
Scale: 3/8" =1'
SUNPOWER X22-360-COM MODULES NEMA 3R NEMA3R
WITH SMA TS4-R OPTIMIZERS. J-BOX
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS
#12t
c—I I
SUNPOWER X22-360-COM MODULES NEMA 3R
WITH SMA TS4-R OPTIMIZERS. inv
It
>(!
#12
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
#12 #2 #1
LICENSE NUMBER
749095 C-10
NEMA3R
J-BOX
SUNPOWER X22-360-COM MODULES N
WITH SMA TS4-R OPTIMIZERS. j.
#1
SMA DC COMBINATION HARNESS 2-TO-1
SUNPOWER X22-360-COM MODULES NEMA 3R NEMA3R WITH SMA TS4-R OPTIMIZERS. LD(W J-BOX
>_ø -
Fr #13
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS
<c,JIIJ1J-
#12 Q I_I I
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
I #l2'.
<0)1
SMA DC COMBINATION HARNESS 2-TO-1
SUNPOWER X22-360-COM MODULES NEMA 3R
WITH SMA TS4-R OPTIMIZERS. , J-BOX
rx #12
Co -------
NEMA3R
J-BOX
NEMA3R
J-BOX w
0 w I—
z
0
U- 0. ow
co
C3 cn I—
Ou3C'1
Oc
0 CM Qz
cc
I REVISION I DATE I
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
NEMA3R
J-BOX
NEMA3R
J-BOX
NEMA3R
J-BOX
NEMA3R
J-BOX
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
>-ø .-.----
#12 #2 I #1 II
ELECTRICAL LINE DIAGRAM
Scale: N.T.S.
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
04
#12 #2 I #1 II L__?rJ
SUNPOWER X22-360-COM MODULES NEMA 3R
I I
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS WITH SMA TS4-R OPTIMIZERS
I I I I ( Q. <,IcJ1L
_
f:
1JBOX
H _ _
>- ol
iL~2
_
#12
SMA DC COMBINATION HARNESS 2-TO-1
SUNPOWER X22-360-COM MODULES NEMA 3R
WITH SMA TS4-R OPTIMIZERS. J-BOX
CO
#12 #2 #1
_______ <0)1 ____ ____
SMA DC COMBINATION HARNESS 2-TO-1
SUNPOWER X22-360-COM MODULES NEMA 3R
WITH SMATS4-R OPTIMIZERS. iriv
o4j--
>_c.I,
#11
SUNPOWER X22-360-COM MODULES
WITH SMA TS4-R OPTIMIZERS.
a C14 -
>CD -
#11
SMA DC COMBINATION HARNESS 2-TO-1
TAG DESCRIPTION CONDUIT SIZE/TYPE CONDUCTOR SIZE/TYPE LENGTH CONDUIT FILL
I ARRAY TO J-BOX N/A USE-2 N/A N/A
2 J-BOX TO J-BOX liZ' E.M.T. (2) #10 THWN-2 (1) #8 EGC/GEC 15' 26%
3 J-BOX TO J-BOX 1/2" E.M.T. (4) #10 THWN-2 (1) #8 EGCIGEC 15' 26%
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV-3
EXISTING 2000A MAIN SERVICE PANEL
(2000A MCB).
3 PHASE 4WIRE 480Y1277V WYE.
GF PROTECTED.
OPERATING CURRENT
(IMP X # OF STRINGS)
IMP # OF STRINGS TOTAL
6.09A 1 I 6.09A
6.09A 1 2 1 12.18A
OPERATING VOLTAGE
(WP X # OF MODULE PER STRINGS)
VMP lOP MODULES PER STRINGS TOTAL
59.IV 9 531.9V
59.IV 10 591V
59.IV 11 650.IV
59.IV 12 709.2V
59.IV 13 768.3V
OPERATING CIRCUIT VOLTAGE
(VOC X # OF MODULE PER STRINGS X 1.1)
VOC ICE MODULES PER STRINGS TOTAL
69.5V 9 1.1 688.IV
69.5V 10 1.1 764.5V
69.5V 11 1.1 840.9V
69.5V 12 1.1 917.4V
69.5V 13 1.1 993.8V
SHORT CIRCUIT CURRENT
(ISC X 1.25 X # OF STRINGS)
ISC I # OF STRINGS I II TOTAL
6.48A I 1 I 1.25 18.11A
6.48A 2 1 1 1.25 116.2A
ELECTRICAL NOTES:
ALL PLAQUES AND SIGNAGE REQUIRED BY THE 2016 EDITION OF CALIFORNIA
ELECTRICAL CODE AND THE SAN DIEGO AREA ELECTRICAL NEWSLETTER, WILL BE
INSTALLED AS REQUIRED.
ALTERNATE POWER SOURCE PLACARD SHALL BE PLASTIC WITH ENGRAVED LETTERING
IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTACHED BY POP
RIVETS OR SCREWS OR OTHER APPROVED METHOD. IF EXPOSED TO SUNLIGHT, IT
SHALL BE UV RESISTANT.
EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENT,
AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR
250.136 (A) REGARDLESS OF VOLTAGE.
IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY
METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A
SUPPLEMENTAL GROUNDING ELECTRODE.
ACCESS TO DC WIRING WILL BE RESTRICTED TO QUALIFIED PERSONAL ONLY.
NEW BACK FED PV BREAKER SHALL BE POSITIONED AT OPPOSITE END OF MAIN
BREAKER PER CEC ART. 690.64 (B)(7)
BACK-FED CIRCUIT BREAKER SHALL COMPLY WITH CEC ART. 690.10 (E) AND 408.36 (D).
PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN A
METALLIC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET WITH MINIMUM 3/8 INCH•
HIGH WHITE LETTERING ON RED BACKGROUND READING: "WARNING: PHOTOVOLTAIC
POWER SOURCE".
ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
SMA SUNNY TRIPOWER COREl 62-US.
PROPOSED 62500 WATT INVERTER
NEMA 3R WITH INTEGRATED DC & AC
J-RflX DISCONNECT, I000VDC, NEMA 3R
ARRAY A, STRING 1-3
ARRAY A, STRING 4-6
ARRAY B, STRING 1-2
ARRAY C, STRING 1-3
ARRAY C, STRING 4-6
ARRAY C, STRING 7
ARRAY D, STRING 1-2
GROUND FROM ARRAY A, B,C,&D
ELECTRICAL CHARACTERISTICS (ARTICLE 690.53)
I. OPERATING CURRENT 100 A
2. OPERATING VOLTAGE 480Y1277V
1. (12) STIRNGS OF 13 MODULES
(3) STRINGS OF 11 MODULES
(1) STRING OF 13 MODULES
2.(202) SUNPOWER X22-360-COM MODULES
SERVICE BUS AMPERE RATING: 2000A
MAIN BREAKER AMPERE RATING: 2000A
PV BACK-FED BREAKER AMPERE RATING: IOOA
TAG DESCRIPTION CONDUIT SIZE/TYPE CONDUCTOR SIZE/TYPE LENGTH CONDUIT FILL
J-BOX TO J-BOX 112" E.M.T. (4) #10 ThWN-2 15' 28%
_2 J-BOXTOJ-BOX 1/2' E.M.T. (4) #10 ThWN-2 15' 28%
_3 J-BOX TO J-BOX 1/2' E.M.T. (4) #10 THWN-2 15' 28%
4 J-BOX TO .1-BOX 112" E.M.T. (4) #10 THWN-2 15' 28%
- J-BOXTOJ-BOX 1/2" E.M.T. (4)#10ThWN-2 15' 28%
- J-BOX TO J-BOX 1/2" E.M.T. (4) #10 THWN-2 15' 28%
7 .1-BOX TO J-BOX 1/2" E.M.T. (4) #10 THWN-2 15' 28%
- J-BOX TO INVERTER 1" E.M.T. (12)#10THWN-2 (1) 08 EGC/GEC 5' 34%
- INVERTER TO DISCONNECT 1-1/4" E.M.T. (3) #2 THWN-2 1)#2 THWN (1) #8 EGC/GEC 120' 34%
_10 DISCONNECT TO MAIN SERVICE PANEL 1-1/4" E.M.T. (3) #2 THWN-2 1)02 THWN- (1) #8 EGC/GEC 15' 34%
_1 EXISTING HOME GROUNDING SYSTEM N/A (E) UFER OR GROUNDING ROD N/A N/A
LINE DIAGRAM
Scale: N.T.S.
LICENSE NUMBER
749095 C-b
w
a w I- z
0
U- 0 ow
zz CIO,
>C,J
C3 C-2
Z 00 OUU)C%J
Uz
I REVISION I DATE I
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV-3.1
LI
U
U
N
G
ELECTRICAL ROOM AND PV -
DISCONNECT. REFER TO
DETAIL 3 ON SHEET PV-2.4.
#8 G.E.C. WITH GROUND
LUG PER ARRAY.
(202) SUNPOWER
X22-360-COM MODULES
61.4" x 41.2" 41 LBS
#8 G.E.C. WITH GROUND
LUG PER ARRAY.
LICENSE NUMBER
749095 C-10
#8 G.E.C. (GROUNDING LUG
REQUIRED PER ARRAY) SEE
MANUFACTURERS SPECS.
(TYPICAL PER ARRAY).
III
- SMA STP-62-US INVEF
INSTALLED ON ROOF.
MINIMUM CLERANCE I
MANUFACTURER SPE
0Li10II 13 El II
I I I I I I I
() STRING/GROUND PLAN
Scale: 1/1&'= 1 (I
NORTH
72 ARRAY A
(6) STRINGS OF (12) MODULES
22 ARRAY B
(2) STRINGS OF (11) MODULES
ARRAY C
83 (6) STRINGS OF (12) MODULES
STRING OF (11) MODULES
22 ARRAY
STRINGS OF (11) MODULES
REVISION DATE
DRAWN BY: H.H.H
PROJECT NO.
DATE: 91412019
SHEET
PV-3.2
ATTACH TO
MAIN ELECTRIC SERVICE
MIN. 3/8" LETTERING RED BACKGROUND
WITH WHITE CHARACTERS
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN:
- INVERTER LOCATION
ON ROOF
PV ARRAY ON -PV ARRAY ON
ROOF I ROOF
SERVICE POINT &
UTILITY METERING
(YOU ARE HERE)
I =
PV DISCONNECT IN
xi I
ELECTRICAL ROOM
PV ARRAY ON PV ARRAY ON
ROOF ROOF
ATTACH TO DC DISCONNECT MIN.
1/4" LETTERING RED BACKGROUND
WITH WHITE CHARACTERS
INVERTER #1
PV POWER SOURCE
MPPTI MPPT2 MPPT3
A B A B A B
IMP: 6. IA 12. I8A IMP: 6. IA 12.18A IMP: 6. IA 6. IA
VMP: 768.3 V 709.2V VMP: 709.2V 709.2V VMP: 709.2V 709.2V
VOC: 993.8V 917.4V VOC: 917.4V 917.4V VOC: 917.4V 917.4V
ISC: 8. IA I6.2A ISC: 8. IA I6.2A ISC: 8. IA 8. IA
MPPT4 MPPT5 MPPT6
A B A B A B
IMP: 6. IA I2.I8A IMP: 6. IA I2.18A IMP: 6. IA 12.I8A
VMP: 709.2V 769.2V VMP: 700.2V 709.2V VMP: 650.1 V 650.1 V
VOC: 917.4V 917.4V VOC: 917.4V 917.4V VOC: 840.9V 840.9V
ISC: 8. IA I6.2A ISC: 8. IA I6.2A ISC: 8. IA I6.2A
ALL PLAQUES TO BE:
RED BACKGROUND
WHITE LETTERING
MINIMUM 3/8" LETTER HEIGHT
ALL CAPITAL LETTERS
ARIAL OR SIMILAR FONT,
NON-BOLD
REFLECTIVE, WEATHER
RESISTANT MATERIAL
SUITABLE FOR THE
ENVIRONMENT.
ATTACH TO ANY INTERNAL AND ATTACH TO ANY INTERNAL AND
EXTERIOR CONDUIT WITH SOLAR CIRCUIT EXTERIOR CONDUIT WITH DC CIRCUIT
CAUTION: SOLAR
CIRCUIT CAUTION: DC CIRCUIT
ATTACH TO AC DISCONNECT
SWITCH 690.14(C)(2)
PHOTOVOLTAIC
AC DISCONNECT
690.12
PER 2016 CEC 690.56 9 (C)
PHOTOVOLTAIC SYSTEM
EQUIPPED WITH
RAPID SHUTDOWN
LICENSE NUMBER
749095 C-`1
REVISION DAT
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
PV-4
ATTACH TO MAIN SERVICE PANEL MIN.
1/4" LETTERING RED BACKGROUND
WITH WHITE CHARACTERS
WARNING
ELECTRIC SHOCK HAZARD
LINE AND LOAD TERMINALS MAY BE
ENERGIZED IN OPEN POSITION
THIS ELECTRICAL SYSTEM
IS ALSO SERVED BY A
PHOTOVOLTAIC SYSTEM.
CAUTION: SOLAR ELECTRIC
SYSTEM CONNECTED
ATTACH TO
INVERTER MIN. 3/8" LETTERING RED
BACKGROUND WITH WHITE CHARACTERS
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN:
- INVERTER LOCATION
ON ROOF
(YOU ARE HERE)
PV ARRAY ON , - PV ARRAY ON
ROOF 1 ROOF
SERVICE POINT &
I -1 -zzTIi UTILITY METERING
PV DISCONNECT IN
xi xi
ELECTRICAL ROOM
PV ARRAY ON PV ARRAY ON
ROOF ROOF
LICENSE NUMBER
749095 C-b
w
0 w I- z
0
u- 0 ow
co zc' p.. W
'-<a)
0-cv) '--(.0—
OuCOC
REVISION DA1
DRAWN BY: H.H.H
PROJECT NO.
DATE: 9/4/2019
SHEET
______
PV-5
ATTACH TO DC DISCONNECT
MIN. 1/4" LETTERING RED BACKGROUND
WITH WHITE CHARACTERS
WARNING:
ELECTRIC SHOCK HAZARD
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE
UNGROUNDED AND MAY BE ENERGIZED