HomeMy WebLinkAbout1510 N Bewley St Unit #2 - PlanREVISIONS:
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R1 01.06.2023 (MED)
R2 01.26.2023 (MED)
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CONTRACTOR INFORMATION
CONTRACTOR:
PREMIER BUILDERS &
HARDSCAPE INC
ADDRESS:
8832 LA GRAND AVE,
GARDEN GROVE, CA 92841
PHONE: (714) 467-9018
LICENSE #/TYPE: #995068 / B, C53
TABLE OF CONTENTS
PAGE 1 COVER PAGE
PAGE 2 SITE PLAN
PAGE 3 PLOT PLAN
PAGE 4 SINGLE LINE DIAGRAM
PAGE 5 STRUCTURAL ATTACHMENT DETAIL
PAGE 6 LABELS AND WARNING SIGNAGE
PAGE 7 PV MODULE SPEC SHEET
PAGE 8 INVERTER SPEC SHEET
PAGE 9 UL LISTING
PAGE 10 GROUNDING
PAGE 11 RAPID SHUTDOWN
PROJECT INFORMATION
NAME:1510 N BEWLEY STREET
ADDRESS:
UNIT 2,
SANTA ANA, CA 92703
APN:19809126
JURISDICTION: SANTA ANA
OCCUPANCY GROUP: R3
CONSTRUCTION TYPE: V-B
SYSTEM INFORMATION
SIZE(kw):2.400
MODULE TYPE:6
URE SOLAR
FBM400MFG-BB
INVERTERS(S):6 ENPHASE IQ7PLUS-72-2-US
INVERTER TYPE: MICRO-INVERTER
SCOPE OF WORK:
INSTALL
(6) ROOF MOUNTED PV SOLAR MODULES,
(6) ENPHASE IQ7PLUS-72-2-US INVERTER(S)(240V).
(DC) / 2.169 (CEC-AC)
2
PHOTOVOLTAIC MODULES AND PANEL SYSTEMS INSTALLED ON
OR INTEGRAL WITH BUILDINGS, OR TO BE FREESTANDING (NOT
ATTACHED TO BUILDINGS) SHALL BE TESTED, LISTED, AND
IDENTIFIED WITH A FIRE CLASSIFICATION (CLASS C MINIMUM) IN
ACCORDANCE WITH UL1703. WHERE CLASS A OR B ROOFING IS
REQUIRED, THE PV SOLAR SYSTEM (PV PANEL & RACK) SHALL
HAVE THE SAME CLASS/TYPE RATING OR BETTER.
1A OF 11
NOTE:
1. IN CASE OF EMERGENCY, CALL _______________________________________ AT WORK PHONE #_________________________________________ OR HOME PHONE#________________________________.
2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE.
3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE
TACKING, OR WIND.
4. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING
PROPERTIES BY WIND OR RUNOFF.
5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS.
6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE
PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS.
8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN
STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER
QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS
40 CFR PARTS 117 AND 302.
9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD
PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS,
VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL
DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA
ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES
A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD
DESILTING FACILITIES.
12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A
HAZARDOUS CONDITION.
13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN
SYSTEM OR THE WATERSHED IS PROHIBITED.
15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.
17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT
PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA
RUNOFF, VEHICLE TRACKING, OR WIND.
18. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS,
DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
COUNTY ELECTRONIC STAMP
***The scope of the plans is for the
installation of the solar photovoltaic system
only and the approval is subject to
compliance with all applicable city and state
codes and regulations regarding
construction. The approval of the plans does
not constitute any certification of the
accuracy, completeness, or building permit
status of the existing buildings and
structures as shown.***
Bldg permit #101113758
Elect permit #20178649
Issued on 2/7/23
1510 N Bewley St
Unit #202/13/23
REVISIONS:
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1B OF 11
PHOTOVOLTAIC GENERAL NOTES
PHOTOVOLTAIC MODULES AND PANEL SYSTEMS INSTALLED ON OR INTEGRAL WITH
BUILDINGS, OR TO BE FREESTANDING (NOT ATTACHED TO BUILDINGS) SHALL BE
TESTED, LISTED, AND IDENTIFIED WITH A FIRE CLASSIFICATION (CLASS C MINIMUM) IN
ACCORDANCE WITH UL1703. WHERE CLASS A OR B ROOFING IS REQUIRED, THE PV
SOLAR SYSTEM (PV PANEL & RACK) SHALL HAVE THE SAME CLASS/TYPE RATING OR
BETTER.
· ALL MATERIALS, EQUIPMENT, INSTALLATION AND WORK PERFORMED SHALL BE IN
ACCORDANCE WITH THE FOLLOWING CODES:
- 2022 CBC / 2021 IBC
- 2022 CRC / 2021 IRC
- 2022 CEC / 2020 NEC
- 2022 CMC / 2021 IMC
- 2022 CPC / 2021 IPC
- 2022 CFC / 2021 IFC
- 2022 BUILDING ENERGY EFFICIENCY STANDARDS
· ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A RECOGNIZED ELECTRICAL
TESTING LABORATORY AND L.A. TEST LAB. EQUIPMENT INSTALLED SHALL BE PER
ITS LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. NEC
110.2, 110.3, 690.4(B), 690.12(D).
· ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R RATED, INCLUDING ALL ROOF
MOUNTED TRANSITION BOXES AND SWITCHES.
· ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE
WITH NEC ARTICLE 250.
· PV SYSTEM DC CIRCUIT AND INVERTER OUTPUT CONDUCTORS AND EQUIPMENT
SHALL BE PROTECTED AGAINST OVERCURRENT. CIRCUITS SIZED IN ACCORDANCE
WITH 690.8(A)(2) ARE REQUIRED TO BE PROTECTED AGAINST OVERCURRENT
PROTECTIVE DEVICES. EACH CIRCUIT SHALL BE PROTECTED FROM
OVERCURRENT IN ACCORDANCE WITH 690.9(A)(1), (A)(2), OR (A)(3). [NEC 690.9(A)]
· DISCONNECTING MEANS OF THE PV SYSTEM (INCLUDING RAPID SHUTDOWN
INITIATION) SHALL BE LOCATED IN A READILY ACCESSIBLE LOCATION WITHIN THE
EQUIPMENT, WITHIN SIGHT OF THE EQUIPMENT, OR REMOTELY WHERE THE
EQUIPMENT DISCONNECTING MEANS. [NEC 690.13(A), 690.15]
· RAPID SHUTDOWN EQUIPMENT TO COMPLY WITH NEC 690.12.
· ENERGY STORAGE SYSTEM DISCONNECTING MEANS SHALL BE PROVIDED FOR ALL
UNGROUNDED CONDUCTORS AND SHALL BE READILY ACCESSIBLE AND WITHIN
LINE OF SIGHT; WHERE PARTITIONED, AN ADDITIONAL DISCONNECT SHALL BE
PROVIDED WITHIN SIGHT OF THE ESS COMPONENT. OVERCURRENT PROTECTION
SHALL BE PROVIDED. [706.15, 706.31]
· UPON LOSS OF PRIMARY SOURCE, THE OUTPUT OF ELECTRIC POWER
PRODUCTION EQUIPMENT SHALL BE AUTOMATICALLY DISCONNECTED FROM ALL
UNGROUNDED CONDUCTORS OF THE INTERCONNECTED SYSTEMS. THE ELECTRIC
POWER PRODUCTION EQUIPMENT SHALL NOT BE RECONNCETED UNTIL ALL
PHASES OF THE PRIMARY SOURCE IS RESTORED. [NEC 705.40]
· ALL CONDUCTORS IN EXPOSED OUTDOOR LOCATIONS SHALL BE LISTED AND
IDENTIFIED FOR USE IN DIRECT SUNLIGHT AND FOR THE APPLICATION. [NEC
690.31(C) THROUGH (F), 310.10(D)]
· EXPOSED CONDUCTORS WITHIN THE PV ARRAY SHALL BE PV WIRE/CABLE, OR
TYPE USE-2, OR TYPE RHW-2 (UL 4703 & 854 LISTED) [NEC 690.31(C)(1)]
· FINE-STRANDED CABLE CONNECTIONS MUST BE MADE IN LUGS AND TERMINALS
TO ENSURE A THOROUGHLY GOOD CONNECTION WITHOUT DAMAGING THE
CONDUCTORS. [NEC 110.14(A)]
· FLEXIBLE, FINE-STRANDED CABLES SHALL BE TERMINATED ONLY WITH
TERMINALS, LUGS, DEVICES, OR CONNECTORS THAT ARE IDENTIFIED AND LISTED
FOR SUCH USE. [NEC 690.31(C)(5), 110.14]
· ALL PV CIRCUIT CONDUCTORS SHALL BE MARKED ON EACH END AND GROUPED
FOR UNIQUE IDENTIFICATION. [NEC 690.31(B)]
· ALL EXTERIOR CONDUIT, FITTINGS, AND BOXES SHALL BE RAIN TIGHT AND
APPROVED FOR USE IN WET LOCATIONS. (NEC 314.15)
· ALL GROUNDED, (NEUTRAL), CONDUCTORS' INSULATION SHALL BE SOLID WHITE,
GRAY, OR WITH 3-WHITE STRIPES. [NEC 200.6, 200.7, 400.22]; ALL GROUNDING
CONDUCTORS SHALL BE OF BARE WIRE WITHOUT COVERING, OR WITH
INSULATION OF GREEN OR GREEN WITH YELLOW STRIPES, NEC 250.119 & 400.23.
THE COLOR OF UNGROUNDED CONDUCTORS SHALL BE OTHER THAN FOR
GROUNDED, (NEUTRAL), AND GROUNDING CONDUCTORS. [NEC 310.110(C)]
· MAXIMUM CONDUCTOR LENGTH BETWEEN SUPPLY SIDE CONNECTION AND
OVERCURRENT PROTECTION IS 10FT IN DWELLING UNITS AND 16.5FT IN OTHER
THAN DWELLING UNITS FROM THE POINT OF CONNECTION TO THE SERVICE.
[NEC 705.11(C)]
· CONNECTIONS ON THE LOAD SIDE OF THE SERVICE DISCONNECTING MEANS OF THE
OTHER SOURCE(S) AT ANY DISTRIBUTION EQUIPMENT ON THE PREMISES SHALL BE
IN ACCORDANCE WITH NEC 705.12(B).
· DC WIRING INSIDE A BUILDING MUST BE IN METAL RACEWAYS, METAL-CLAD CABLE,
OR METAL ENCLOSURES. [NEC 690.31(D)]
· METALLIC TYPE RACEWAYS, CONDUITS, ENCLOSURES, AND CABLE SHEATHS
CONTAINING CIRCUITS OVER 250-VOLTS TO GROUND MUST BE BONDED IN
ACCORDANCE WITH NEC 250.97.
· CONNECTORS SHALL BE OF LATCHING OR LOCKING TYPE. CONNECTORS THAT ARE
READILY ACCESSIBLE AND OPERATING AT OVER 30-VOLTS SHALL REQUIRE A TOOL
TO OPEN AND MARKED "DO NOT DISCONNECT UNDER LOAD" OR "NOT FOR CURRENT
INTERRUPTING." [NEC 690.33(C) & (D)(2)]
· EQUIPMENT GROUNDING CONDUCTOR (EGC) SMALLER THAN #6-AWG SHALL BE
PROTECTED FROM PHYSICAL DAMAGE BY AN IDENTIFIED RACEWAY OR CABLE
ARMOR, UNLESS INSTALLED WITHIN HOLLOW SPACES OF THE FRAMING MEMBERS
OF BUILDINGS OR STRUCTURES AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE.
[NEC 250.120(C)]
· THE INTERCONNECTION POINT SHALL BE ON THE SUPPLY SIDE OF ALL
GROUND-FAULT PROTECTION EQUIPMENT. [NEC 705.32]
· CABLES/WIRES THAT ARE SUBJECT TO PHYSICAL DAMAGE, SUCH AS THOSE NOT
LOCATED UNDER THE MODULES, MUST BE PROTECTED. [NEC 300.4]
· FOR ELECTRICAL SERVICE REPLACEMENTS, BONDING TO THE METAL PIPES OF
NATURAL GAS, HOT WATER, AND COLD WATER MUST BE PROVIDED. [NEC 250.104]
· GROUNDING ROD ELECTRODES SHALL BE INSTALLED 8-FT MINIMUM IN CONTACT
WITH SOIL AND MINIMUM 5/8-INCH DIAMETER. [NEC 250.52(A)(5), 250.53(G)]
· THE MARKINGS, "PHOTOVOLTAIC POWER SOURCE", FOR DC RACEWAYS AND CABLE
ASSEMBLIES MUST BE NO MORE THAN 10-FT O.C.; AND IS SEPARATED BY
ENCLOSURES, WALLS, PARTITIONS, CEILINGS, FLOORS, OR BENDS ABOVE OR
BELOW PENETRATIONS. [NEC 690.31(D)(2)]
· WORKING CLEARANCES TO BE PROVIDED AT NEW AND EXISTING ELECTRICAL
EQUIPMENT. [NEC 110.26]
· POWER PRODUCTION SYSTEMS, AND ALL ASSOCIATED WIRING AND
INTERCONNECTIONS OPERATING IN PARALLEL WITH A PRIMARY POWER SOURCE
SHALL BE PERFORMED ONLY BY QUALIFIED PERSONS. [NEC 690.4(C), 705.8]
· LABELS SHALL BE REFLECTIVE, AND ALL LETTERS SHALL BE CAPITALIZED AND
SHALL BE A MINIMUM HEIGHT OF 3/8" IN WHITE ON A RED BACKGROUND. [NEC
690.31(G)(4)]
· IDENTIFICATION OF POWER SOURCE RAPID SHUTDOWN AND LABELING SHALL BE IN
ACCORDANCE WITH NEC 690.56(C).
· SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED TO BE
RETROFITTED ONTO THE EXISTING DWELLING AS PER THE 2019 CRC. THESE SMOKE
ALARMS ARE REQUIRED TO BE IN ALL BEDROOMS, OUTSIDE EACH BEDROOM, AND
AT LEAST ONE ON EACH FLOOR OF THE HOUSE. CARBON MONOXIDE ALARMS ARE
REQUIRED TO BE RETROFITTED OUTSIDE EACH BEDROOM AND AT LEAST ONE ON
EACH FLOOR OF THE HOUSE. (CRC 314,315)
· SMOKE ALARMS AND CARBON MONOXIDE ALARMS ARE REQUIRED PER CRC
SECTIONS 314 AND 315 TO BE VERIFIED AND INSPECTED BY THE INSPECTOR IN THE
FIELD.
· A LADDER MUST BE PROVIDED FOR INSPECTIONS IN ACCORDANCE WITH Cal-OSHA
REGULATIONS, SECURED AND EXTENDING 3-FT ABOVE THE ROOF.
· ALL OF THE REQUIRED MARKINGS, SIGNS, AND LABELS MUST BE INSTALLED ON ALL
EQUIPMENT PRIOR TO ANY INSPECTIONS.
2
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
Expedited Permit Process for PV Systems1
Expedited Permit Process for PV Systems
Standard String System
The Solar America Board for Codes and Standards (Solar ABCs) Expedited Permit Pro-
cess provides a means to differentiate systems that can be permitted quickly and easily
due to their similarity with the majority of small-scale PV systems. Those systems with
unique characteristics may be handled with small additions to this Expedited Permit
Process or may require much more information, depending on the uniqueness of the
installation.
The following pages contain forms for the Standard String System to use with the Expe-
dited Permit Process. The Micro-Inverter, AC Module, and Supply-Side Connection forms
are also available as interactive PDF files at www.solarabcs.org/permitting. In jurisdic-
tions that have adopted the Expedited Permit Process for PV Systems, these forms can
be filled out electronically and submitted in either printed form and via email. An elec-
tronic format is used so that the supplied information is standardized and legible for the
local jurisdiction.
1510 N Bewley St
Unit #202/13/23
Expedited Permit Process for PV Systems2
Expedited Permit Process for Small-Scale PV Systems
Standard String System
The information in this guideline is intended to help local jurisdictions and contractors identify when PV system installations
are simple, needing only a basic review, and when an installation is more complex. It is likely that 50%-75% of all residential
systems will comply with these simple criteria. For projects that fail to meet the simple criteria, resolution steps have been
suggested to provide as a path to permit approval.
Required Information for Permit:
1. Site plan showing location of major components on the property. This drawing need not be exactly to scale, but it
should represent relative location of components at site (see supplied example site plan). PV arrays on dwellings
with a 3’ perimeter space at ridge and sides may not need separate fire service review.
2. Electrical diagram showing PV array configuration, wiring system, overcurrent protection, inverter, disconnects,
required signs, and ac connection to building (see supplied standard electrical diagram).
3. Specification sheets and installation manuals (if available) for all manufactured components including, but not
limited to, PV modules, inverter(s), combiner box, disconnects, and mounting system.
Step 1: Structural Review of PV Array Mounting System
Is the array to be mounted on a defined, permitted roof structure? l Yes l No
If No due to non-compliant roof or a ground mount, submit completed worksheet for the structure WKS1.
Roof Information:
1. Is the roofing type lightweight (Yes = composition, lightweight masonry, metal, etc…)__________________________
____________________________________________________________________________________________________
If No, submit completed worksheet for roof structure WKS1 (No = heavy masonry, slate, etc…).
2. Does the roof have a single roof covering? l Yes l No
If No, submit completed worksheet for roof structure WKS1.
3. Provide method and type of weatherproofing roof penetrations (e.g. flashing, caulk).____________________________
Mounting System Information:
1. Is the mounting structure an engineered product designed to mount PV modules with no more than an 18” gap
beneath the module frames? l Yes l No
If No, provide details of structural attachment certified by a design professional.
2. For manufactured mounting systems, fill out information on the mounting system below:
a. Mounting System Manufacturer ___________Product Name and Model#________________________________
b. Total Weight of PV Modules and Rails ___________lbs
c. Total Number of Attachment Points____________
d. Weight per Attachment Point (b÷c)_________________lbs (if greater than 45 lbs, see WKS1)
e. Maximum Spacing Between Attachment Points on a Rail ______________inches (see product manual for
maximum spacing allowed based on maximum design wind speed)
f. Total Surface Area of PV Modules (square feet)_________________ ft 2
g. Distributed Weight of PV Module on Roof (b÷f)_______________ lbs/ft2
If distributed weight of the PV system is greater than 5 lbs/ft2, see WKS1.
Step 2: Electrical Review of PV System (Calculations for Electrical Diagram)
In order for a PV system to be considered for an expedited permit process, the following must apply:
1. PV modules, utility-interactive inverters, and combiner boxes are identified for use in PV systems.
2. The PV array is composed of 4 series strings or less per inverter.
3. The total inverter capacity has a continuous ac power output 13,440 Watts or less
4. The ac interconnection point is on the load side of service disconnecting means (690.64(B)).
5. One of the standard electrical diagrams (E1.1, E1.1a, E1.1b, or E1.1c) can be used to accurately represent the PV
system. Interactive PDF diagrams are available at www.solarabcs.org/permitting.
Fill out the standard electrical diagram completely. A guide to the electrical diagram is provided to help the applicant
understand each blank to fill in. If the electrical system is more complex than the standard electrical diagram can effectively
communicate, provide an alternative diagram with appropriate detail.
1510 N Bewley St
Unit #202/13/23
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Standard String System Site Plan
Premier Builders & Hardscape Inc
8832 La Grand Ave BEWLEY ADU SOLAR
Garden Grove CA 92841
1510 N BEWLEY STREET Unit 2, SANTA ANA, CA 92703
(714) 653-8019
2.169
1510 N Bewley St
Unit #202/13/23
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Standard String System Electrical Diagram
Premier Builders & Hardscape Inc
8832 La Grand Ave BEWLEY ADU SOLAR
Garden Grove CA 92841
1510 N BEWLEY STREET Unit 2, SANTA ANA, CA 92703
(714) 653-8019
2.169
1510 N Bewley St
Unit #202/13/23
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Notes for Standard String System Electrical Diagram
Contractor Name,
Address and Phone:
_________________
_________________
_________________
_________________
Notes for One-Line Standard Electrical
Diagram for Single-Phase PV Systems
Site Name: __________________________
Site Address: ________________________
System AC Size: ______________________
SIZE FSCM NO DWG NO REV
SCALE NTS Date: SHEET
Drawn By:
Checked By:
MAX POWER-POINT CURRENT (IMP)
MAX POWER-POINT VOLTAGE (VMP)
OPEN-CIRCUIT VOLTAGE (VOC)
SHORT-CIRCUIT CURRENT (ISC)
MAX SERIES FUSE (OCPD)
MAXIMUM POWER (PMAX)
MAX VOLTAGE (TYP 600VDC)
VOC TEMP COEFF (mV/oC or %/oC )
IF COEFF SUPPLIED, CIRCLE UNITS
A
V
V
A
A
W
V
MODULE MAKE
MODULE MODEL
PV MODULE RATINGS @ STC (Guide Section 5)
MAX DC VOLT RATING
MAX POWER @ 40oC
NOMINAL AC VOLTAGE
MAX AC CURRENT
MAX OCPD RATING
V
W
V
A
A
INVERTER MAKE
INVERTER MODEL
INVERTER RATINGS (Guide Section 4)
1) IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH, DOES THIS SWITCH MEET THE
REQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THE
REQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAX
CURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTER
OCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTAL
SUPPLY BREAKERS COMPLY WITH 120% BUSBAR EXCEPTION IN 690.64(B)(2)(a)?
YES NO
NOTES FOR INVERTER CIRCUITS (Guide Section 8 and 9):
1.) LOWEST EXPECT AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN
EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST
MONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO
INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC
2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED
47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1 oC). FOR LESS THAN 9
CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT AT
LEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF
47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER
FUSE.
b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES
WITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLER
FUSE.
NOTES FOR ARRAY CIRCUIT WIRING (Guide Section 6 and 8 and Appendix D):
OCPD = OVERCURRENT PROTECTION DEVICE
NATIONAL ELECTRICAL CODE ® REFERENCES
SHOWN AS (NEC XXX.XX)
NOTES FOR ALL DRAWINGS:
SIGNSSEE GUIDE SECTION 7
SIGN FOR DC DISCONNECT
SIGN FOR INVERTER OCPD AND
AC DISCONNECT (IF USED)
RATED MPP CURRENT
RATED MPP VOLTAGE
MAX SYSTEM VOLTAGE
MAX CIRCUIT CURRENT
A
V
V
A
PHOTOVOLTAIC POWER SOURCE
WARNING: ELECTRICAL SHOCK
HAZARDLINE AND LOAD MAY BE
ENERGIZED IN OPEN POSITION
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
A
V
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Premier Builders & Hardscape Inc
8832 La Grand Ave BEWLEY ADU SOLAR
Garden Grove CA 92841
1510 N BEWLEY STREET Unit 2, SANTA ANA, CA 92703
(714) 653-8019
2.169
1510 N Bewley St
Unit #202/13/23
PAEm;EA i
B~ILDERS ~ HARDSCAPE [m
Letter of Authorization To Install Solar
In order to protect your interests, it is the policy of this agency to limit the issuance of permits to those parties
responsible for said property and to limit communication from staff(including, but not limited to : engineering
plan checkers, engineering-geologist plan checkers, planners and zoning plan checkers, and management) to
only those parties designated by the owner/financially responsible party as authorized representatives with
whom they would like staffto directly communicate.
All permit requests are to be executed by the permittee or an authorized representative of the permittee to
install Solar at 1510 N Bewley St, Unit 2 Santa Ana CA 92703. Delegation of signature authorization in no
way absolves the permittee of the ultimate responsibilities pursuant to the permit.
The person(s) indicated below are authorized to:
□ Execute (sign); 0 Communicate with Staffregarding the application(s); □ request,
and/or
,;:a Take all necessary action on my behalf, pertinent to obtaining pennits.
Permits in the name of PREMIE RBUILDERS & HARDSCAPE INC/ Manh Vo
(Name of Company) and/or (Property Owner)
Location of work: 1510 N Bewley St, Unit 2 Santa Ana CA 92703
In our/my behalf, the following person(s) are authorized to act, as indicated above:
Bryan Ha PREMIER BUILDERS & HARDSCAPE INC
(Printed Name of Authorized Person)(Title and/or Name of Company)
PERSON GIVING AUTHORIZATION: _M_a_n_h_V_o ____________ _
(Printed Name)
lhMdl if,_
(Signed Name)
Title:Property Owner
(Company Officer and/or (Property Owner)
Authorization Expires: _J_a_nu_a_ry:...__2_7,=-2_0_2_4______ _
1510 N Bewley St
Unit #202/13/23
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02 OF 11
A/
C D.
MS
P
comp shingle
roofing material
ROOF FRAMING
2"X6" ROOF RAFTER
@ 16" O.C
Ridge
24"
EXTERIOR WALL
load bearing wall
INTERIOR WALL
load bearing wall
STRUT
PURLIN
CELLING JOIST
8'-0" MAX SPAN
ROOF SECTION PLAN
SCALE: NTS
N
S
EW
Scale: 1/8" = 1'-0"
(For 24x36 Print)
COUNTY ELECTRONIC STAMP
(E)
DRIVEWAY
FRONT
OF
RESIDENCE
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MAIN
RESIDENCE
PROPERTY LINE
PROPERTY LINE
(E)
A.D.U
9'-5"
16'-9"
22'-2"
88'-11"
1
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1510 N Bewley St
Unit #202/13/23
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BUILDING SPECIFICATIONS
TYPE:A.D.U
STORIES: 1
BUILDING HEIGHT(FT.): 12
BUILDING(SQ.FT):759
ROOF SLOPES(°):18
ROOF FRAME MEMBER: 2X6 RAFTER
O.C. SPACING(IN.):16
MAX SPAN:8'-0" IN BETWEEN SUPPORTS
MIN LAG BOLT
EMBEDMENT(IN.):2-1/2
MOUNTING AND STANDOFF
SPECIFICATIONS
ROOFING MATERIAL:SINGLE LAYER COMP
RACKING SYSTEM:IRONRIDGE
STANDOFF DISTANCE(IN.): 48
MOUNTING TYPE: FLUSH MOUNT
TILT LEG HEIGHT (IN.): N/A
HEIGHT OF PV MODULE
ABOVE ROOF SURFACE:3" TO 5"
MAX CANTILEVER (IN.): 24
SYSTEM SPECIFICATIONS
SIZE(kW):2.400
MODULE:(6) URE SOLAR
FBM400MFG-BB
INVERTER(S):(6) ENPHASE IQ7PLUS-72-2-US
INVERTER TYPE:MICRO-INVERTER
STRING SCHEDULE:1 CIRCUIT(S) OF 6 MODULES
SYSTEM WEIGHT(LBS): 317.04
ARRAY AREA(SQ.FT):126.08
ARRAY AZIMUTH(°):90
LBS/SQ.FT:2.51
03 OF 11
ROOF MOUNTED NOTES:
ADDITIONAL BUILDING DATA
TOTAL ARRAY AREA (SQ. FT.):126.08
TOTAL PLAN VIEW ROOF AREA (SQ. FT.):759
OCCUPYING PV PERCENTAGE:16.61%
SPRINKLER SYSTEM INSTALLED (IFC 903.3.1.3)NO
- SOLAR PHOTOVOLTAIC SYSTEM TO BE INSTALLED
ON RESIDENTIAL STRUCTURE (GROUP R3 BUILDINGS).
-THIS SYSTEM WILL NOT BE INTERCONNECTED UNTIL APPROVAL FROM
THE LOCAL JURISDICTION AND THE UTILITY IS OBTAINED.
-A 36-INCH WIDE PATHWAY SHALL BE PROVIDED TO THE EMERGENCY
ESCAPE AND RESCUE OPENING(S).
-IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE
GROUNDING ELECTRODE, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE.
R324.6.1 Pathways
R324.6.2 Setback at ridge
R324.6.2.1 Alternative setback at ridge
Exceptions:
1. These requirements shall not apply to structures designed and
constructed in accordance with the International Residential Code.
2. These requirements shall not apply to roofs with slopes of 2
units vertical in 12 units horizontal or less.
ROOF ACCESS POINTS PER
2022 CRC, R324 (IFC 1204)3
A/
C D.
MS
P
JB
N
S
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Scale: 1/4" = 1'-0"
(For 24x36 Print)
COUNTY ELECTRONIC STAMP
(N) 30A AC DISCONNECT
2P - NON FUSIBLE
(E) 125A MAIN SERVICE PANEL
120/240VAC SINGLE PHASE
CONDUCTOR RUN IN-ATTAC
NEMA 3R JUNCTION BOX
(N) SUPPORT RAILS (TYP.)
(E) ROOF FRAMING CENTERLINE
(N) TYP. ATTACHMENT POINT
(22) IN TOTAL
(E)
A.D.U
3FT-WIDE
FIRE PATHWAY
DC WIRING INSIDE A BUILDING MUST BE
IN METALLIC TYPE RACEWAYS,
CONDUITS, ENCLOSURES, OR CABLE
SHEATHINGS, CEC 690.31(D)
RACEWAYS IN ENCLOSED PORTIONS
OF THE BUILDING MUST RUN ALONG
BOTTOM OF LOADBEARING MEMBERS,
CRC R324.7.2.7
3'3'
1'-6" 1'-6"
3'
1510 N Bewley St
Unit #202/13/23
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INVERTER VALUES:
BRAND AND MODEL:
ENPHASE
IQ7PLUS-72-2-US
INVERTER TYPE: MICRO-INVERTER
MAX INPUT VOLTAGE (V): 60
MAX INPUT CURRENT (A): 15
NOMINAL OUTPUT
VOLTAGE (V): 240
MAX CONT. OUTPUT
CURRENT (A): 1.21
INVERTER OCPD (A): 15
MAX POWER AT 25ºC (W): 290
AMBIENT TEMPERATURE ºF: -40
PV MODULE RATINGS
BRAND AND MODEL:
URE SOLAR
FBM400MFG-BB
MAX POWER [Pmax] (w): 400
MAX POWER-POINT
VOLTAGE [Vmp] (V): 31.17
OPEN CIRCUIT VOLTAGE
[Voc] (V):37.2
MAX POWER-POINT
CURRENT [Imp] (A):12.84
SHORT CIRCUIT CURRENT
[Isc] (A):13.68
MAX SERIES FUSE [OCPD] (A): 30
MAX SYSTEM VOLTAGE (V): 600
SYSTEM RATINGS
NOMINAL SYSTEM VOLTAGE
(V): 240Vac
AC INVERTER OUTPUT (A):7.26
OPERATING TEMP (ºC)ͲϳǑdK39Ǒ
NOTES:
1- ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS (NEC
250.90, 250.96).
2- GROUNDING BUSHINGS ARE REQUIRED AROUND PREPUNCHED CONCENTRIC KNOCKOUTS ON THE DC
SIDE OF THE SYSTEM (NEC 250.97)
3- THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS, EXCEPT FOR SPLICES OR JOINTS AT
BUSBARS WITHIN LISTED EQUIPMENT. (NEC 250.64)
4- THE EQUIPMENT GROUNDING CONDUCTOR MAY BE USED AS A GROUNDING ELECTRODE CONDUCTOR.
(NEC 250.121 EXCEPTION, INSTALLED PER 250.6(A), II, III, VI.)
5- INSTALLER TO IDENTIFY THE EXISTING GROUNDING ELECTRODE TYPE (I.E. DRIVEN ROD, UFER, WATER
PIPE, OR COMBINATION OF SOME
OR ALL OF THE PREVIOUSLY MENTIONED). IN EXISTING ELECTRICAL SYSTEMS THAT USE ONLY A WATER
PIPING GROUNDING ELECTRODE SYSTEM, AN ADDITIONAL GROUNDING ELECTRODE (I.E DRIVEN ROD) SHALL
BE PROVIDED. (NEC 250.50)
-PER NEC 250.53(2), A SINGLE ROD, PIPE OR PLATE ELECTRODE SHALL BE SUPPLEMENTED BY AN
ADDITIONAL ELECTRODE OF TYPE SPECIFIED IN 250.52(A)(2) THROUGH (A)(8) SPACED NO LESS THAN 6FT
APART.
EXCEPTION, IF A SINGLE ROD, PIPE OR PLATE GROUNDING ELECTRODE HAS A RESISTANCE TO EARTH OF 25
OHMS OR LESS, THE SUPPLEMENTAL ELECTRODE SHALL NOT BE REQUIRED.
-#4 AWG CU TO UNDERGROUND METAL WATER PIPE THAT IS A MINIMUM 10 FOOT BURIAL IN PIPE LENGTH.
CONNECT GROUNDING ELECTRODE CONDUCTOR WITHIN FIVE FEET OF WHERE IT ENTERS BUILDING.
250.52(A)(1), 250.68(C).
-ADDITIONAL #4 AWG CONNECTION TO UFER IF AVAILABLE PER 250.66. IF UFER NOT AVAILABLE THEN TWO #6
AWG CU CONNECTIONS TO GROUND RODS SEPARATED BY AT LEAST 6 FT IS NEEDED 250.33.
MICROINVERTER TO JBOX
ITEM NUMBER OF MODULES
IN CIRCUIT ADJUSTED TEMP. ADJUSTMENT
(7/8"+ ABOVE ROOF)
CORRECTED Ifc (A)
FOR WIRE SIZING AWG NEEDED NUMBER OF
CONDUCTORS EGC SIZE CONDUIT
1.1 6 9.08 0.91 9.97 #12 THWN-2 L1, L2, G #6 ENPHASE Q CABLE
MICRO-INVERTER INPUT (DC SIDE)
POWER: 400W < MAX INPUT POWER OK
VOLTAGE: 37.2 x 1.14 x 1 = 42.41V < 60V OK
SHORT CIRCUIT: 13.68 x 1.25 = 17.10A < 15A OK
WIRE CHECK FROM ABOVE TABLE
ENPHASE Q CABLE CONTAINS (2) #12 THWN-2 AWG WIRES: 9.97A < 30A OK
04 OF 11
MAXIMUM VOLTAGE & VOLTAGE CORRECTION FACTOR (DC
SIDE) MICRO-INVERTER INPUT [CEC 690.7]
LOWEST EXPECTED AMBIENT
TEMPERATURE (ºC):-7 Ǒ
VOLTAGE CORRECTION FACTOR:1.14
MODULE OPEN CIRCUIT VOLTAGE:37.2
MODULE PER MICRO-INVERTER 1
ADJUSTED VOLTAGE:42.41
MAXIMUM VOLTAGE:60 V
LOAD CENTER TO MSP CALCULATION
ITEM
TOTAL
INVERTER
OUTPUT (A)
CONTINUOUS RESULT (A)TEMPERATURE
CORRECTION CORRECTED (A)AWG NEEDED NUMBER OF
CONDUCTORS EGC/GEC CONDUIT
3.1 7.26 1.25 9.07 0.91 9.97 #10 THWN-2 L1, L2, N, G #8 3/4" EMT
J-BOX TO LOAD CENTER CALCULATION
ITEM ADJUSTED
(A)
TEMP. ADJUSTMENT
(IN ATTIC)ADJUSTED (A) Ifc
# ENERGIZED
CONDUCTORS
IN RACEWAY
RACEWAY
ADJUSTMENT
FACTOR
ADJUSTED (A) AWG NEEDED NUMBER OF
CONDUCTORS EGC SIZE CONDUIT
2.1 9.08 0.91 9.98 2 1.00 9.97 #10 THWN-2 (1)L1, (1)L2, G #8 10/3
ROMEX
(N) 20A PV
BREAKER
6 TOTAL MODULES
6 TOTAL MICRO-INVERTERS
EQUIPMENT LEGEND
ITEM DESCRIPTION
A (N) URE SOLAR FBM400MFG-BB
MODULE
B (N) NEMA 3R JUNCTION BOX (1)
TOTAL. SEE LAYOUT.
C (N) NEMA 3R 30A AC DISCONNECT
240VAC 10,000AIC RATING,
NON-FUSIBLE, BLADE TYPE VISIBLE
& LOCKABLE
INV #1: (N) ENPHASE IQ7PLUS-72-2-US
INVERTER
SEE NOTE 5
M
N
(E) 100A
MAIN BREAKER
END-FED
G
(N) 20A PV
BREAKER
LINELOAD
(E) 125A MAIN SERVICE
METER/PANEL 120/240VAC, 1-PHASE,
3-WIRE, 10KAIC RATING, MSP
SUITABLE FOR USE WITH 60°C/75°C
Cu/Al WIRE
#6 BARE
COPPER
GROUND -
EQUIPMENT
CIRCUIT 1 - 6 MODULES
INV# 1
(TYP.)
A
1.1
ON
OFF
G
C
3.1
EGC/GEC
PER NEC 250.122,
250.166, 690.47(C)(3),
250.64(E) SEE NOTES
G
B
2.1
IN
ATTIC 705.12(B)(3)(2), BUSBAR END-FED
PV SOLAR BREAKER TO BE MOUNTED
ON THE OPPOSITE END OF THE BUSBAR
FARTHEST FROM THE MAIN BREAKER
OR INPUT FEEDER
BUSBAR: 125A x 120% = 150.00A
TOTAL BUS LOAD = 109.08A ≤ 150.00A
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
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9
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W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
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e
:
PR
E
M
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R
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L
D
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R
S
&
H
A
R
D
S
C
A
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C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
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0
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ST
R
U
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A
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H
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E
N
T
05 OF 11
pv module
comp shingle roofing
material
roof fram
i
n
g
comp shingle
roofing material
flashing
roof framing
l-foot
(1) 5/16" x 3" lag screw
2-1/2" min. embedment
3" to 5"
pv modu
l
e
rail
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
C
5
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06 OF 11
NEC 705.10 - ON MAIN SERVICE PANEL:
CAUTION
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS
LOCATED AS SHOWN.
1510 N BEWLEY STREET, UNIT 2, SANTA ANA, CA 92703
WARNING
ELECTRIC SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY
BE ENERGIZED IN THE OPEN POSITION
NEC 690.13, 690.15 - ON AC/DC DISCONNECT
NEC 690.53, 690.54 - ON AC/DC DISCONNECT
AC PHOTOVOLTAIC DISCONNECT
NEC 690.13, 690.15 - AT J-BOXES, ENCLOSURES, DISTRIBUTION
EQUIPMENT, AND AC/DC DISCONNECTS
WARNING
ELECTRICAL SHOCK HAZARD
TERMINALS ON BOTH THE LINE AND
LOAD SIDE MAY BE ENERGIZED IN THE
OPEN POSITION
NEC 690.56 - WITHIN 3FT OF SERVICE DISCONNECT:
RAPID SHUTDOWN SWITCH FOR
SOLAR PV SYSTEM
(690.56(C) RED WITH WHITE LETTERING)
WARNING
POWER SOURCE OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENT DEVICE
NEC 705.12(B)(2)(3)(b) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
NEC 705.12(B)(3) - AT DISTRIBUTION EQUIPMENT:
AC PHOTOVOLTAIC DISCONNECT
WARNING
MULTI - POWER SUPPLY
SOURCES INCLUDE:
UTILITY GRID, PV SOLAR
TURN RAPID SHUTDOWN
SWITCH TO THE "OFF"
POSITION TO SHUT DOWN PV
SYSTEM AND REDUCE SHOCK
HAZARD IN ARRAY
SOLAR ELECTRIC
PV PANELS
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
(690.56(C)(1)(a) YELLOW WITH BLACK LETTERING)
NEC 690.56 - ON RAPID SHUTDOWN DISCONNECT:
OUTPUT CURRENT:
OPERATING VOLTAGE: 240V
7.3A
NEC 690.54 - ON AC DISCONNECT:
NEC 705.12(B)(2)(3)(c) - BY BREAKER AT DISTRIBUTION EQUIPMENT:
WARNING
THIS EQUIPMENT FED BY MULTIPLE
SOURCES. TOTAL RATING OF ALL
OVERCURRENT DEVICES, EXCLUDING MAIN
SUPPLY OVERCURRENT DEVICE, SHALL
NOT EXCEED AMPACITY OF BUSBAR
ALL PLAQUES AND SIGNAGE REQUIRED BY THE LATEST EDITION OF CALIFORNIA
ELECTRICAL CODE WILL BE INSTALLED AS REQUIRED.
ALTERNATE POWER SOURCE PLACARD SHALL BE METALLIC OR PLASTIC, ENGRAVED,
OR MACHINE PRINTED LETTERS 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.
PHOTOVOLTAIC DC CONDUCTORS SHALL BE LABELED, "WARNING PHOTOVOLTAIC DC
POWER SOURCE" OR EQUIVALENT EVERY 10 FT AND KEPT MINIMUM 18" BELOW THE
ROOF SURFACE. PV DC CIRCUIT LABELS SHALL APPEAR ON EVERY SECTION OF THE
WIRING SYSTEM THAT IS SEPARTED BY ENCLOSURES, WALLS, PARTITIONS, CEILINGS,
OR FLOORS. PV DC LABELS SHALL BE REFLECTIVE, SUITABLE FOR SURROUNDING
ENVIRONMENT, AND WHITE LETTERING ON A RED BACKGROUND. [690.31(G)]
EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES,
EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN
ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE.
EACH MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINT
IDENTIFIED ON THE MODULE AND THE MANUFACTURER'S INSTRUCTIONS.
IF THE EXISTING GROUNDING ELECTRODE SYSTEM CANNOT BE VERIFIED OR IS ONLY
METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A
SUPPLEMENTAL GROUNDING ELECTRODE.
EQUIPMENT COMPLIES WITH RAPID SHUTDOWN REQUIREMENTS. [690.12]
PLAQUES SHALL BE PLASTIC ENGRAVED IN A CONTRASTING COLOR TO THE PLAQUE.
A/C
D. MSP
N
COUNTY ELECTRONIC STAMP
MAIN ELECTRIC
SERVICE DISCONNECT
PV SYSTEM DISCONNECT
FOR UTILITY OPERATION
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
C
5
3
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A
T
I
O
N
S
07 OF 11
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
C
5
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IN
V
E
R
T
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SP
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T
I
O
N
S
08 OF 11
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
C
5
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UL
L
I
S
T
I
N
G
09 OF 11
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
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GR
O
U
N
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10 OF 11
COUNTY ELECTRONIC STAMP
CONDUIT
GROUNDING
BUSHING
WITH
LAY-IN LUG
ENCLOSURE
CONTINUOUS
GROUND
STRIP
INSULATION
COMPRESSION
FITTING
LOCK NUT
(1) (2)
(3)
(1)
#6 BARE
COPPER
RAIL
1
RAIL
2
RAIL TO RAIL
BONDING #6
BARE COPPER
WIRE
SOLAR
METER
(IF REQ)
(A) JBOX
GROUND
BUSHINGS
REQ.
CONTINUOUS
GROUND
PER SLD
INV
(IF USED)
MODULE
RAIL
(B)
(A) CONDUIT GROUNDING DETAIL
EQUIPMENT GROUND BUSHINGS REQ.
FOR SYSTEMS OVER 250V
(B) GROUNDING MID CLAMP DETAIL
MIDCLAMP TEETH
MODULE PENETRATION
MAX. UTILIZATION OF RAIL
WITH 1/4" SPACING
SERRATED T-BOLT BONDS
CLAMP TO RAIL
(C) RAIL SPLICE GROUNDING
(C)
MSP
(1) BOND STRIP GROUNDS RAIL TO
RAIL SPLICES - STAR WASHERS USED
TO BOND RAIL TO BONDING STRIP (2) SPLICE BAR, SELF-TAP SCREWS
JOIN RAILS. BONDING STRIPS USED
ON RAILS WITH GROUND LUGS.
IF SPLICE BAR HAS INTEGRATED
GROUND, BONDING STRIP IS NOT
NECESSARY.
(3) WHERE NEITHER BONDING STRIP, INTEGRATED
GROUNDING SPLICE BAR, OR INTEGRATED GROUNDING
MIDCLAMP ARE USED, UL 2703 APPROVED GROUND LUG
WITH #6 BARE COPPER SHALL BE USED TO GROUND SPLICED
RAILS.
USE METHOD (2)
EITHER METHOD 1-3 PER MANUFACTURERS INSTALL INSTRUCTIONS
EACH GROUNDING MID CLAMP PIERCES THROUGH THE ANODIZED
COATINGS OF BOTH THE MODULE FRAME AND THE MOUNTING RAIL
TO FORM SECURE ELECTRICAL BONDS, WHICH ARE REPEATED
THROUGHOUT THE ARRAY AND AT LEAST TWICE PER PANEL.
MODULE SHALL BE GROUNDED AT LEAST TWICE OVER WITH A
MINIMUM OF TWO MIDCLAMPS.
UNIRAC GROUNDING MID CLAMP WITH SERRATED TEETH
1510 N Bewley St
Unit #202/13/23
REVISIONS:
2.
4
0
0
k
W
(
D
C
)
/
2
.
1
6
9
k
W
(
C
E
C
-
A
C
)
PH
O
T
O
V
O
L
T
A
I
C
S
Y
S
T
E
M
15
1
0
N
B
E
W
L
E
Y
S
T
R
E
E
T
UN
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
3
AP
N
:
1
9
8
0
9
1
2
6
DA
T
E
:
12
.
2
9
.
2
0
2
2
DR
A
W
N
B
Y
:
ZM
Co
n
t
r
a
c
t
o
r
s
S
i
g
n
a
t
u
r
e
:
PR
E
M
I
E
R
B
U
I
L
D
E
R
S
&
H
A
R
D
S
C
A
P
E
I
N
C
88
3
2
L
A
G
R
A
N
D
A
V
E
GA
R
D
E
N
G
R
O
V
E
,
C
A
9
2
8
4
1
PH
O
N
E
:
(
7
1
4
)
4
6
7
-
9
0
1
8
LI
C
E
N
S
E
:
#
9
9
5
0
6
8
/
B
,
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5
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P
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11 OF 11
COUNTY ELECTRONIC STAMP
1510 N Bewley St
Unit #202/13/23
EISMIC WEIGHT COMPARISON / ANALYSIS - (PER CEBC 2019 Part 10 Chapter 5 Section 502.5)
PV System Weight
Module Model URE
Panel Weight Wpanel = 47.84 lbs
Number of Panels NPV = 6
Total PV System Weight W PV = W panel * NPV = 287 lbs
Existing Roof Weight
Roof Weight QD = 10.0 psf
Building Length Lbuild =40 ft
Building Width W build =15 ft
Roof Area Abuild =600 ft2
Building Perimeter Pbuild = 110 ft
Wall Height ht = 8 ft
Wall weight Qwall = 15 psf
Interior wall weight Qint = 10 psf
Roof Load Wfloor = Abuild * QD = 6000 lbs
Wall LoadWwall = ht /2 * Qwall * Pbuild + Abuild * Qint /2 = 9600 lbs
Total Story Weight Wbuild = Wfloor + Wwall = 15600 lbs
Percentage Weight Increase WPV / Wbuild = 1.84%< 10% OKAY
1510 N Bewley St
Unit #202/13/23
1510 N. BEWLEY ST.
SANTA ANA, CA 92703
1510 N. BEWLEY ST. Unit 2
Prepared For:
PREMIER BUILDERS & HARDSCAPE, INC.
8832 LA GRAND AVE.
GARDEN GROVE, CA 92841
(714) 467-9018
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2022 / ASCE 7-16
2 - Wind: 95 MPH, Exposure: C
3 - Wood Species: DF-L No. 2 (SG = 0.5 )
Notice: Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
& solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
1/6/2023
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
Job:
1-844-PV ELITE | info@yoursolarplans.com
3000 E. Birch Street Suite 201 | Brea CA 92821
1510 N Bewley St
Unit #202/13/23
0121345789
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1510 N Bewley St
Unit #202/13/23
ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Roof Slope = 18 °
Roof Shape Gable
Tributary Width s = 4.00 ft
Tributary Length l = 2.83 ft
Effective Area A e = 11.31 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 15 ft
Building Length L = 40 ft
Zone Width a = 3 ft
Elevation Height zg = 88 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV2 = 16.62 psf
Solar Array Pressure Equalization a = 0.79
Array Edge Factor E = 1.50
Zone GCp p = qz(GCp)( E)( a )
3 - -
3r 3.57 -70.75
3e 2.99 -59.17
2 - -
2r 2.99 -59.17
2e - -
2n 2.99 -59.17
1 - -
1' - -
1510 N Bewley St
Unit #202/13/23
LAG SCREW ANALYSIS
Loads
Wind Pressures qz = -59.17psf
Solar Panel Load QD = 3 psf
Panel Length l = 5.653 ft
Panel Width b 3.7175 ft
Attachment Spacing s = 4 ft
Portrait
Tributary Area At = 11.31 ft2
Wind Load PW = qz * At = -669 lbs
Dead Load PD = QD * At = 33.915 lbs
Uplift Pa = 0.6 PD + 0.6 Pw = -381 lbs
Landscape
Tributary Area At = b * s = 7.435 ft2
Wind Load PW = qz * At = -440 lbs
Dead Load PD = QD * At = 22.305 lbs
Uplift Pa = 0.6 PD + 0.6 Pw = -251 lbs
Lag Screw
Specific Gravity of Lumber SG = 0.50 (Douglas Fir-Larch)
Diameter of Lag Screw D = 5/16 in
Withdraw Design /in 1800*SG 3/2 *D 3/4 = 266 lbs/in
Depth of Embedment lp = 2.50 in
Total Nominal Withdrawal Value W = W * l p = 665 lbs
Load Duration Factor CD = 1.6
Withdrawal Design Value W' = W * C D = 1064 lbs
Demand Capacity Ratio DCR = Pa / W' = 0.36 < 1 OK
1510 N Bewley St
Unit #202/13/23
ASCE 30.3.2 Design Wind Pressure Beam/ Top Chord Check
Roof Slope = 18 °
Roof Shape Gable
Tributary Width s = 1.33 ft
Tributary Length L = 9.00 ft
Effective Area A = L ( MAX [ s , L/3] ) = 27 ft2
Height of Structure h = 15 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 15 ft
Building Length L = 40 ft
Zone Width a = 3 ft
Elevation Height zg = 88 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 1.00
Velocity Pressure Exposure Coefficient Kz = 0.85
Velocity Pressure q z = 0.00256KzKztKdKeV2 = 16.62 psf
Internal Pressure Coefficient (GCpi) = -0.18
Zone GCp p = q z [(GCp) - (Gcpi)]
3 - -
3r 3.26 -57.16
3e 2.86 -50.49
2 - -
2r 2.86 -50.49
2e - -
2n 2.86 -50.49
1 - -
1' - -
1510 N Bewley St
Unit #202/13/23
Beam/ Top Chord Check Lumber:
Moment Demand
# of Attachment per Rafter NA = Span : Orientation
Lenght (ft) :
Dead Load Roof Material: QD = psf
Live Load QLr = psf
Wind Load p = psf
Snow Load QS = psf
Rafter Spacing s = in
Wind Load, Portrait Portrait UL =
Wind Load, Landscape Landscape UW =
Linear Dead Load wd = plf
Live Load wLr = plf Start ft Start ft
End ft End ft
Snow Load ws = plf Start ft Start ft
End ft End ft
Ma, Moment
D lb-ft
D+Lr lb-ft
D+S lb-ft
0.6D+0.6W lb-ft
D+0.45W+0.75Lr lb-ft
D+0.45W+0.75S lb-ft
Moment Capacity Framing Member Size Lumber Grade : DF-L No. 2
CM = 1 Ct = 1 Cr= CF = fb = psi Cfu =C i =
Breadth b = in
Depth d = in
Section Modulus Sx = bd 2 / 6 = in3
Bending Stress Capacity Fb = CM * C t * Cr * C F * fb = psi Table 4.3.1 NDS 2015
Deflection Limit E = ksi I = in4
Transient Deflection in
Transient Deflection Allowed > [OKAY]
Total Deflection in
Total Deflection Allowed > [OKAY]
1.0 1
20
0.00
16
Comp
0.174
550 180
1.6 2153 psi D+0.45W+0.75S 592 psi 0.27 OKAY
1.6 2153 psi D+0.45W+0.75Lr 592 psi 0.27 OKAY
1.6 2153 psi
0.213
451 120
1600 20.80
0.6D+0.6W 968 psi 0.45 OKAY
1.15 1547 psi D+S 267 psi 0.17 OKAY
OKAY
1.25 1682 psi D+Lr 285 psi 0.17 OKAY
DCR
0.9 1211 psi D 267 psi 0.22
7.56
1346
CD Fb' = C D * F b ASD Load Ma / S x
2x6
1.15 1.3
9.00
7.15
9.00
900
1.50
5.50
169
180
169
610
373
373
0
0.0
0
1.5
0
0
0.0
Portrait
1.5
0.0
Portrait
0 0.0 0.0
AT (ft2)
11.305
7.435
pd (lbs)
33.915 -571
pw (lbs) ps (lbs)
0
7.15 26.7
0.0 0.0 0.0 0.0
0 0.0
Portrait
0
0.0 22.305 -375 0
0 0.0
Portrait
0 0.0 0.0 0
0.0
13.3
1 2 3 4 Eave
2
0.0
0.0 0.0 0.0
0.0
0 0.0 0.0 0.0 0.0
0 0.0 0.0 0.0
0.0
0 0.0 0.0
0.0
8.00 0.00 0.00 0.00 1.00
Portrait
0 0.0 0.0
10.00
-50.49
DF-L No. 2
2 j lj (ft) pd,j (lbs) pw,j (lbs) ps,j (lbs)
Portrait
1 2.2 33.9 -571 0.0
6.4 33.9 -571
0 0.0
0 0.0 0.0 0 0.0
ൌ ሺ െ ሻ െ െ െ
‐100.0
0.0
100.0
200.0
300.0
400.0
500.0
600.0
700.0
0.000 2.000 4.000 6.000 8.000 10.000
1510 N Bewley St
Unit #202/13/23
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
CHECKLIST
SOL-01 CBC 2019
Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only
Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and
sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of
minimum 11 x 17 size. If answering NO to any of the questions, plan check shall be required.
Project Address:
Contractor Company Name:
Contractor License Number:
YES NO Are the following applicable to the proposed project?
1. Will the PV system layout provide the required three-foot wide clear access pathways
per Section 605.11 of the California Fire Code, and is this shown on the roof plan?
2. Will the PV system be installed on a roof having only one roofing layer with no
overlays?
3. Will the PV array be flush mounted to the existing roof so that the plane of the
modules (panels) are parallel to the plane of the roof?
4. Will the PV system weigh maximum 4 pounds per square feet or less?
5. Will the PV system be installed where the modules do not overhang any roof edges
(such as eaves, gabled ends, ridges and hips)?
6. Will the PV system be installed with a space of 2 minimum to 10 maximum between
the underside of modules and the surface of the roof?
7. Will the PV system be installed without using any ballast system or counter-weight
system?
8. Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet
and is this maximum horizontal spacing shown on the plans?
9. Will the minimum 5/16 lag screws be installed with a minimum of 2-1/2 inch
embedment into roof rafters (with pre-drilled holes) and is this minimum embedment
shown on the plans?
10. Are ALL the structural pages of the plans stamped and signed by a California
licensed professional engineer? (including project specific site plan, PV layout,
anchorage spacing, anchorage details and manufacturers PV support information.)
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Phone Number: Date:
Email Address:
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PREMIER BUILDERS & HARDSCAPE INC
B #995068
1510 N BEWLEY STREET UNIT 2
1510 N Bewley St
Unit #202/13/23