HomeMy WebLinkAbout1329 W McFadden Unit #2 - Plan
Ha Dong Le
lethidongha@yahoo.com
714-251-2000
11/17/2025
I, Ha Dong Le, hereby give my authorization to High Line
Designs, and its agents:
Scott Toyama
Cole Thacker
Anisa Ayu
on my behalf to pick up and/or pay for any applicable fees for building permits for
projects at the following addresses, 1329 W McFadden Ave, 1621 S Diamond St, I
ensure my full consent for this authorization.
___________________________________________
[Signature]
Ha Dong Le
lethidongha@yahoo.com
714-251-2000
11/17/2025
I, Ha Dong Le, hereby give my authorization to High Line
Designs, and its agents:
Scott Toyama
Cole Thacker
Anisa Ayu
on my behalf to pick up and/or pay for any applicable fees for building permits, and
to install for projects at the following addresses, 1329 W McFadden Ave, 1621 S
Diamond St, I ensure my full consent for this authorization.
___________________________________________
[Signature]
Ha Dong Le (Nov 17, 2025 16:34:54 PST)
Ha Dong Le
Copy of HLD Authorization Form .docx
Final Audit Report 2025-11-18
Created:2025-11-17
By:Cole Thacker (permits@highline-designs.com)
Status:Signed
Transaction ID:CBJCHBCAABAAmw4sTjBMTagpj0I7aWJyxsBuHvqSuc3u
"Copy of HLD Authorization Form .docx" History
Document created by Cole Thacker (permits@highline-designs.com)
2025-11-17 - 11:56:47 PM GMT
Document emailed to Ha Dong Le (lethidongha@yahoo.com) for signature
2025-11-17 - 11:56:50 PM GMT
Email viewed by Ha Dong Le (lethidongha@yahoo.com)
2025-11-18 - 0:33:49 AM GMT
Document e-signed by Ha Dong Le (lethidongha@yahoo.com)
Signature Date: 2025-11-18 - 0:34:54 AM GMT - Time Source: server
Agreement completed.
2025-11-18 - 0:34:54 AM GMT
Attn.: To Whom It May Concern
re job:MCFADDEN ADU
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
Design Criteria:
Code:2022 CBC
ASCE 7-16
Live Load:20 psf
Ult Wind Speed:95 mph
Exposure Cat:B
Ground Snow:0 psf Min Roof Snow:NA
AHZ Consulting Engineers Inc.
Professional Engineer
projects@ahzengineers.com
11/17/2025
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced in the stamped plan set. The verification of such info is the
responsibility of others.
After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
www.ahzengineers.com
Date :11/17/2025
Job Code: MCFADDEN ADU
2 of 6
Roof Properties:
Roof Type =
Roof Pitch (deg) =
Mean Roof Height (ft) =
Attachment Trib Width (ft) =
Attachment Spacing (ft) =
Framing Type =
Framing Size =
Framing OC Spacing (in.) =
Section Thickness, b (in.) =
Section Depth, d (in.) =
Section Modulus, Sx (in.^3) =
Moment of Inertia, Ix (in.^4) =
Framing Span (ft) =
Deflection Limit D+L (in.) =
Deflection Limit S or W (in.) =
Attachments Pattern =
Framing Upgrade =
Sister Size =
Wood Species =
Wood Fb (psi) =
Wood Fv (psi) =
Wood E (psi) =
CD (Wind) =
CD (Snow) =
CLS =
CM = Ct = CL = Ci =
CF =
Cfu =
Cr =
F'b_wind (psi) =
F'b_snow (psi) =
F'v_wind (psi) =
F'v_snow (psi) =
M_allowable_wind (lb-ft) =
M_allowable_snow (lb-ft) =
V_allowable_wind (lbs) =
V_allowable_snow (lbs) =1139 1139
1121 1121
1584 1584
207 207
1560 1560
1779 1779
288 288
1.15 1.15
2476 2476
1.3 1.3
1.00 1.00
1.15 1.15
1.0 1.0
1.6 1.6
1.15 1.15
180 180
1600000 1600000
DF #2 DF #2
900 900
Adequate Adequate
NA NA
0.93 0.93
Fully Staggered Fully Staggered
7 7
1.4 1.4
7.6 7.6
20.8 20.8
1.5 1.5
5.5 5.5
2x6 2x6
16 16
5.33 5.33
Rafter Rafter
23 23
2.75 2.75
Shingle Shingle
18 18
Roof 1 Roof 2
www.ahzengineers.com
Date :11/17/2025
Job Code: MCFADDEN ADU
3 of 6
E' (psi) =
Load Calculation:
Panels Dead Load (psf) =
Roofing Weight (psf) =
Decking Weight (psf) =
Framing Weight (psf) =
Misc. Additional Weight (psf) =
Existing Dead Load (psf) =
Total Dead Load (psf) =
Ultimate Wind Speed (mph) =
Directionality Factor, kd =
Topographic Factor, kzt =
Velocity Press Exp Factor, kz =
Ground Elevation Factor, ke =
Velocity Pressure, qz (psf) =
Array Edge Factor, γE =
Solar Equalization Factor, γa =
External Pressure Up, GCp_1 =
External Pressure Up, GCp_2 =
External Pressure Up, GCp_3 =
External Pressure Down, GCp =
Design Pressure Up, p_1 (psf) =
Design Pressure Up, p_2 (psf) =
Design Pressure Up, p_3 (psf) =
Design Pressure Down, p (psf) =
Hardware Checks:
Ref. Widthrawal Value, W (lb/in) =
(CM = Ct = Ceg = 1.0) CD =
Adjusted Widthrawal Value, W' (lb/in) =
Lag Penetration, p (in.) =
426 426
2.5 2.5
266 266
1.6 1.6
Lag Screw Checks:
Roof 1 Roof 2
16.0 16.0
-28.8 -28.8
-34.4 -34.4
0.6 0.6
-22.2 -22.2
-2.6 -2.6
-3.1 -3.1
1.25
0.64 0.64
-2 -2
0.70 0.70
1.00
13.8 13.8
95
0.85
1.0
Roof 1 Roof 2
Wind Load Calculations:
7.4 7.4
10.1 10.1
1.4 1.4
1.0 1.0
3.0 3.0
2.0 2.0
Dead Load Calculations:
2.7
Roof 1 Roof 2
1600000 1600000
www.ahzengineers.com
Date :11/17/2025
Job Code: MCFADDEN ADU
4 of 6
Allowable Widthrawal Force, W'p (lbs) =
Applied Uplift Force (lbs) =
Uplift DCR =
Ref. Lateral Value, Z (lbs) =
(CM = Ct = CΔ = Ceg = 1.0) CD =
Adjusted Lateral Value, Z' (lbs) =
Applied Laeral Force (lbs) =
Angle of Resultant Force, α (deg) =
Adjusted Interaction Lateral Value, Z'α (lbs) =
Lateral DCR =
Roof Framing Checks:
LC1: D+S
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC2: D+0.6W
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC3: D+0.75(S+0.6W)
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
Moment DCR =
Shear DCR =
LC4: 0.6D+0.6W
Applied Moment (lb-ft) =
Applied Shear (lbs) =
Allowable Moment (lb-ft) =
Allowable Shear (lbs) =
1560 1560
1584 1584
59 59
34 34
0.09 0.09
0.05 0.05
1560 1560
1584 1584
141 141
81 81
0.10 0.10
0.06 0.06
1560 1560
1584 1584
161 161
92 92
0.07 0.07
0.04 0.04
1121 1121
1139 1139
47 47
Force Checks:
Roof 1 Roof 2
83 83
1052 1052
0.01 0.01
12 12
87 87
0.9 0.9
243 243
0.20 0.20
270 270
1064 1064
-211 -211
www.ahzengineers.com
Date :11/17/2025
Job Code: MCFADDEN ADU
5 of 6
Moment DCR =
Shear DCR =
LC1: D+L
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
LC2: S
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
LC3: W (Down)
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
LC4: W (Up)
Deflection (in.) =
Deflection Limit (in.) =
Deflection DCR =
Seismic Check:
Wall Weight (psf) =
Tributary Wall Area (ft2) =
Total Wall Weight (lbs) =
Roof Weight (psf) =
Roof Area (ft2) =
Total Roof Weight (lbs) =
Total Existing Weight (lbs) =
PV Panel Weight (lbs) =
Number of Panels =
Total Additional PV Weight (lbs) =
(Existing W + Additional W)/(Existing W) =1.01
Additional PV Weight:
49
8
392
Weight Increase:
2100
35700
7
1200
8902
44602
0.02 0.02
Existing Weight:
17
-0.02 -0.02
1.07 1.07
1.07 1.07
0.01 0.01
0.00 0.00
0.01 0.01
0.00 0.00
1.07 1.07
1.61 1.61
0.02 0.02
Deflection Checks (Service Level):
Roof 1 Roof 2
0.03 0.03
0.04 0.04
0.02 0.02
www.ahzengineers.com
Date :11/17/2025
Job Code: MCFADDEN ADU
6 of 6
The increase in weight as a result of the solar system is less than 10% of the existing structure and
therefore no further seismic analysis is required.
Limits of Scope of Work and Liability:
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits. The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or
were not observable during time of inspection are not included in this scope of work. All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications. The Engineer of Record and the engineering consulting firm assume no
responsibility for misuse or improper installation. This analysis is not stamped for water leakage.
Framing was determined based on information in provided plans and/or photos, along with engineering
judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and
spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the
Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that
there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter
(where applicable) and notify the Engineer of Record of any concerns prior to starting construction.
www.ahzengineers.com
62'
94
'
11
9
'
36'
40'
4'
5'
11'
25
'
3'
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-1
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
HUY THIEU NGUYEN
C10 #833971 1/16" = 1'-0"
COVER
SHEET
SITE PLAN
·(08) LONGI LR5-54HPB-400M MODULES
·(08) TIGO TS4-A-F RAPID SHUTDOWN
·(01) GROWATT MIN 6000TL-XH-US (240V) INVERTER
·(01) NON-FUSED AC DISCONNECT
ALL WORK TO COMPLY WITH:
·2022 CALIFORNIA ELECTRICAL CODE
·2022 CALIFORNIA RESIDENTIAL CODE
·2022 CALIFORNIA FIRE CODE
·2022 CALIFORNIA BUILDING CODE
TABLE OF CONTENTS
PV-1 COVER SHEET
PV-2 ROOF PLAN & MODULES
PV-2A STRINGING PAGE
PV-3+ ATTACHMENT DETAILS
PV-4 SINGLE-LINE DIAGRAM
PV-4A ELECTRICAL CALCULATIONS
PV-5 LABELS & PLACARD
PV-6+ EQUIPMENT DATASHEETS
SITE DETAILS
ASHRAE MIN TEMP
ASHRAE 2% HIGH TEMP
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION
SPRINKLERS SYSTEM PER NFPA 13D
# OF STORIES
WIND SPEED (ASCE 7-16)
WIND EXPOSURE
RISK CATEGORY
GROUND SNOW LOAD
SQUARE FOOTAGE
UTILITY
2°C
31°C
R-3
V-B
NO
1
95 MPH
B
II
0 PSF
1500 SQ FT
SCE
VICINITY MAP
GOVERNING CODES
TOTAL PV SIZE: 3.200 KW DC, 2.902 KW CEC AC
SCOPE OF WORK
INSTALL A ROOF-MOUNTED PV SYSTEM:
GENERAL NOTES
·ALL WORK SHALL CONFORM TO APPLICABLE BUILDING,
ELECTRICAL CODE AND ANY LOCALLY ADOPTED ORDINANCES.
·DRAWINGS ARE DIAGRAMMATIC, SITE CONDITIONS SHALL
PREVAIL. IF NO SCALE IS GIVEN, DRAWINGS ARE NOT TO
SCALE. ALL DIMENSIONS SHALL BE VERIFIED BY THE
CONTRACTOR IN THE FIELD UPON COMMENCEMENT OF
CONSTRUCTION.
·ALL CONDUIT AND WIRE RUNS ARE DIAGRAMMATIC, SUBJECT
TO FIELD CONDITIONS ROUTING OF RACEWAYS SHALL BE
FINALIZED BY THE CONTRACTOR. IF THE DISTANCES FOR WIRE
RUNS ARE DIFFERENT THAN AS SHOWN, THE CONTRACTOR
SHALL NOTIFY THE DESIGN TEAM TO VALIDATE THE WIRE SIZE.
·ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A
RECOGNIZED TESTING LABORATORY AND INSTALLED PER THE
LISTING AND MANUFACTURER'S REQUIREMENTS.
·ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH REQUIRED ACCESS AND WORKING CLEARANCES
PER CEC ARTICLE 110.
·ALL NEW MAIN SERVICE PANELS AND SUBPANELS WILL HAVE
APPROPRIATE FIELD IDENTIFICATION PER CEC 408.4.
·ALL EQUIPMENT WILL BE INSTALLED WHERE IT IS NOT EXPOSED
TO PHYSICAL DAMAGE PER CEC 110.27(B)
W MCFADDEN AVE
GR
A
H
A
M
L
N
FRONT OF HOUSE
PROPERTY LINE
18" FIRE SETBACK
18" FIRE SETBACK
18
"
F
I
R
E
S
E
T
B
A
C
K
18
"
F
I
R
E
S
E
T
B
A
C
K
16
'
-
3
"
11
'
-
2
"
6'
-
5
"
8'
-
9
"
18
'
-
8
"
6'
-
5
"
3"1'-6"1'-6"3"
JB
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-2
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971 1/8" = 1'-0"
ROOF PLAN
& MODULES
PV ROOF COVERAGE
(E) PV
AREA
[SQ FT]
(N) PV
AREA
[SQ FT]
TOTAL PV
AREA [SQ FT]
TOTAL
ROOF AREA
[SQ FT]
PERCENTAGE
COVERED BY
PV
0 155.77 155.77 2471.52 6%
ROOF DESCRIPTION
ROOF ROOF
TILT AZIMUTH ROOF MATERIAL RAFTER
SIZE
RAFTER
SPACING
MAX
RAFTER
SPAN
#1 18° 90°COMP SHINGLE 2" X 6"16" O.C. 7'-0"
#2 18° 270°COMP SHINGLE 2" X 6"16" O.C. 7'-0"
LEGEND
JB - JUNCTION BOX
- RAFTER OR TRUSS
- ROOF OBSTRUCTION
- ROOF ATTACHMENT
- 36" FIRE SETBACKS /
PATHWAYS
- ACCESS POINTX
W MCFADDEN AVE
(08) LONGI LR5-54HPB-400M MODULES WITH
(08)TIGO TS4-A-F RAPID SHUTDOWN
(16) IRONRIDGE FLASHFOOT 2 ATTACHMENTS
WITH MAX 64" O.C. SPAN
(N) EMT CONDUIT
ROOF #1
(E) MAIN SERVICE PANEL
(RAPID SHUTDOWN INITIATION DEVICE)
(E) UTILITY METER
(N) GROWATT MIN 6000TL-XH-US INVERTER
(INTEGRATED DC DISCONNECT)
X
X
(N) NON-FUSED AC DISCONNECT
GR
A
H
A
M
L
N
ROOF #2
(N) IRONRIDGE XR10 RAIL
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1. PRIOR TO COMMENCEMENT OF WORK, THE
CONTRACTOR SHALL VERIFY THE FRAMING SIZES,
SPACINGS, AND SPANS NOTED IN THE STAMPED
PLANS AND ACCOMPANYING CALCULATIONS AND
NOTIFY THE ENGINEER OF RECORD OF ANY
DISCREPANCIES PRIOR TO STARTING
CONSTRUCTION.
2. THESE PLANS ARE STAMPED FOR STRUCTURAL
CODE COMPLIANCE OF THE ROOF FRAMING
SUPPORTING THE PROPOSED PV INSTALLATION
REFERENCED ONLY. THESE PLANS ARE NOT
STAMPED FOR WATER LEAKAGE. PV MODULES,
RACKING, AND ATTACHMENT COMPONENTS MUST
FOLLOW MANUFACTURER GUIDELINES AND
REQUIREMENTS.
3. PLEASE SEE THE ACCOMPANYING STRUCTURAL
CALCULATIONS REPORT FOR DETAILS REGARDING
CALCULATIONS AS WELL AS LIMITS OF SCOPE OF
WORK AND LIABILITY.
JB
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-2A
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971 1/8" = 1'-0"
STRINGING
PAGE
W MCFADDEN AVE
GR
A
H
A
M
L
N
A
A
B
B
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
PV MODULE
(E) COMP SHINGLE
IRONRIDGE FLASHFOOT 2 IRONRIDGE XR 10 RAIL
(E) COMP SHINGLE
IRONRIDGE XR 10 RAIL
PV MODULE
5/16"X3"
304 STAINLESS STEEL
COMPRESSION WASHER BLACK 4 3/4" X 5/16" WITH 2.5" MIN LAG
SCREW EMBEDMENT
SEE BELOW FOR ENLARGED VIEW
IRONRIDGE FLASHFOOT 2
MID/END CLAMP
6" MAX
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-3
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
ATTACHMENT
DETAILS
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
(N) JBOX,
NEMA 3R
(N) GROWATT MIN 6000TL-XH-US
INVERTER, WITH INTEGRATED
LOCKABLE DISCONNET,
(240V) [SI1-SB]
4
(N) 08 - LONGI LR5-54HPB-400M MODULES
STRING A: 05 MODULES
STRING B: 03 MODULES
(N) 08 - TIGO TS4-A-F RAPID SHUTDOWN
05
1
2 (N) NON-FUSED AC
DISCONNECT,
SQUARE D DU222RB
60A, 240V, NEMA 3R
3
(E) MAIN BREAKER 100A
100A/2P
M
UTILITY METER
#----
1Ø, 3W, 240V100A/2P
M
UTILITY
(E) MAIN SERVICE PANEL,
200A, 240V, NEMA 3R
705.12(B)(3)(2)
(E) GROUND ROD
(E) ADU SUBPANEL,
125A, 240V, NEMA 3R
705.12(B)(3)(3)
40A/2P
(E) HOUSE SUBPANEL,
125A, 240V, NEMA 3R
705.12(B)(3)(3)
E
E
03
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-4
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
SINGLE-LINE
DIAGRAM
NTS
THE MAIN BREAKER IN THE MAIN SERVICE PANEL WILL
INITIATE RAPID SHUTDOWN AND MEET THE
REQUIREMENTS OUTLINED IN CEC 690.12.
THE PV BREAKER(S) LAND IN A PANEL THAT MEETS THE PV
DISCONNECT REQUIREMENTS OUTLINED IN CEC 690.13.
THIS PANEL IS READILY ACCESSIBLE, AND THE PANEL
ENCLOSURE IS LOCKABLE.
THE SOLAR MODULE CONNECTORS MEET THE ISOLATING
DEVICE REQUIREMENTS OUTLINED IN CEC 690.15 AND
690.33.
*CODE COMPLIANT WIRE/CONDUIT SUBSITUTIONS MAY BE MADE TO THE ABOVE TABLE.
*SEE THE NEXT PAGE FOR ELECTRICAL CALCULATIONS AND ADDITIONAL ELECTRICAL NOTES.
ID UNGROUNDED
CONDUCTORS NEUTRAL CONDUCTOR EQUIPMENT
GND CONDUCTOR CONDUIT
1 (2) 10 AWG, PV WIRE, CU N/A (1) 6 AWG, SOLID BARE, CU FREE AIR
2 (4) 10 AWG, THWN-2, CU N/A (1) 10 AWG, THWN-2, CU 0.75" EMT
3 (2) 8 AWG, THWN-2, CU (1) 8 AWG, THWN-2, CU (1) 10 AWG, THWN-2, CU 0.75" EMT
4 (2) 8 AWG, THWN-2, CU (1) 8 AWG, THWN-2, CU (1) 10 AWG, THWN-2, CU 0.75" EMT
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-4A
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
ELECTRICAL
CALCULATIONS
NTS
INVERTER OUTPUT CALCULATIONS & 705.12 COMPLIANCE
ELECTRICAL NOTES (APPLICABILITY BASED ON SCOPE OF WORK)
ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250. A SUPPLEMENTAL
GROUND ROD WILL BE DRIVEN IN ACCORDANCE WITH CEC 250.53(A)(3) IF THE EXISTING GROUND ROD HAS A RESISTANCE TO
EARTH THAT IS GREATER THAN 25 OHMS.
IF ANY EXISTING LOAD CONDUCTORS ARE EXTENDED BY MORE THAN 6', AFCI PROTECTION WILL BE PROVIDED PER CEC
210.12(D).
PER CEC 690.47(A) PV SYSTEMS THAT ARE NOT SOLIDLY GROUNDED, THE EQUIPMENT GROUNDING CONDUCTOR FOR THE
OUTPUT OF THE PV SYSTEMS SHALL BE PERMITTED TO BE THE CONNECTION TO GROUND FOR GROUND-FAULT PROTECTION
AND EQUIPMENT GROUNDING OF THE PV ARRAY.
THE ESS CIRCUIT BREAKER SHALL BE SECURED IN PLACE BY AN ADDITIONAL FASTENER PER CEC 408.36(D).
NO SINGLE BACK-UP LOAD WILL BE LARGER THAN THE MAXIMUM CONTINUOUS OUTPUT OF THE ESS PER CEC 710.15(A).
AS-BUILT CHANGES TO THE ABOVE WIRING ARE PERMISSIBLE AS LONG AS SUBSITUTIONS ARE CODE COMPLIANT. FOR EXAMPLE,
APPROPRIATELY SIZED NM-B MAY BE USED FOR MICROINVERTER OUTPUT CIRCUITS IF INSTALLED IN ACCORDANCE WITH CEC
ARTICLE 334, OR MC CABLE MAY BE USED FOR DC SOLAR STRINGS IF INSTALLED IN ACCORDANCE WITH CEC ARTICLE 330.
ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT & HOLD A MINIMUM NEMA 3R RATING, INCLUDING ALL ROOF MOUNTED
TRANSITION BOXES AND SWITCHES. CONDUCTORS EXPOSED TO WET CONDITIONS SHALL BE SUITABLE FOR USE IN WET
CONDITIONS PER CEC 310.10(C).
ALL TERMINAL TEMPERATURES OF EQUIPMENT WILL BE VERIFIED TO BE RATED FOR 75°C, OR THE WIRE WILL NEED TO BE
RESIZED USING THE 60°C TERMINAL TEMPERATURE RATINGS FOR 100A OR LESS.
ALL NM-B SHALL BE INSTALLED AND PROTECTED PER CEC 334, AND ALL SER CABLE SHALL BE INSTALLED AND PROTECTED PER
CEC 338.
ALL ROOFTOP RACEWAYS AND CABLES EXPOSED TO DIRECT SUNLIGHT WILL BE INSTALLED >7/8" ABOVE THE ROOF.
x
ID STARTING
LOCATION FINAL LOCATION UNGROUNDED
CONDUCTORS
NEUTRAL
CONDUCTOR
EQUIPMENT
GND CONDUCTOR
CONTROL
WIRE
TERM.
TEMP.
# OF
CCC ASHARE 2% HIGH TEMP.CCC
ADJUSTMENT
AMBIENT TEMP
CORR.90°C RATING DERATED AMP.
TERM.
TEMP.
RATING
OCPD CONDUIT CONDUIT
FILL LENGTH LOAD VOLTAGE VOLTAGE
DROP
1 STRING JUNCTION BOX (2) 10 AWG, PV WIRE,
CU N/A (1) 6 AWG, SOLID
BARE, CU -- 75°C 2 31°C 30.0A N/A FREE AIR N/A 08FT 10.4A 86.2V 0.25%
2 JUNCTION BOX INVERTER (4) 10 AWG, THWN-2,
CU N/A (1) 10 AWG, THWN-2,
CU -- 75°C 4 31°C 35.0A N/A 0.75" EMT 19.09%44FT 10.4A 86.2V 1.37%
3 INVERTER NON-FUSED AC
DISCONNECT
(2) 8 AWG, THWN-2,
CU
(1) 8 AWG, THWN-2,
CU
(1) 10 AWG, THWN-2,
CU -- 75°C 2 31°C 50.0A 40A 0.75" EMT 23.86% 5FT 25.0A 240V 0.08%
4 NON-FUSED AC
DISCONNECT MAIN SERVICE PANEL (2) 8 AWG, THWN-2,
CU
(1) 8 AWG, THWN-2,
CU
(1) 10 AWG, THWN-2,
CU -- 75°C 2 31°C 50.0A 40A 0.75" EMT 23.86% 5FT 25.0A 240V 0.08%
x =
x x =
x 0.96 40.0Ax =0.8
N/AN/A N/A N/A
1 55.0A
INVERTER
OUTPUT CIRCUIT INVERTER OR ESS
# OF
INVERTERS /
ESS
CONTINUOUS
OUTPUT
125% SAFETY
FACTOR
TOTAL
BACKFEED
MINIMUM
BREAKER
SIZE
#1 GROWATT 6KW 1 25.00A 125% 31.25A 40A
PANEL 705.12 COMPLIANCE BUSBAR
OCPD
PROTECTING
PANEL
BUSBAR X
120%
MAX
GENERATION
BACKFEED
MSP 705.12(B)(3)(2)200A 200A 240A 40A
SUBPANEL 705.12(B)(3)(3)125A N/A N/A N/A
30.7A
52.8A
x x =1 55.0A
0.96
0.96 52.8A
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-5
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
LABELS &
PLACARDS
NTS
-THE LABELS/PLACARD SHALL BE PERMANENTLY AFFIXED TO THE
EQUIPMENT OR WIRING METHOD.
-ALL WARNING & HAZARD LABELS SHALL BE INSTALLED PER CEC
110.21(B).
-IF THERE IS EXISTING PV OR ESS, LABELS FOR EXISTING PV SYSTEMS
WILL BE TRANSFERRED OR REPLACED ON NEW EQUIPMENT.
WARNING
THIS EQUIPMENT FED BY MULTIPLE SOURCES.
TOTAL RATING OF ALL OVERCURRENT DEVICES,
EXCLUDING MAIN SUPPLY OVERCURRENT DEVICES
SHALL NOT EXCEED AMPACITY OF BUSBAR.
LOCATED AT ANY PANEL THAT MEETS CEC 705.12(B)(3)(3)
9
WARNING
INVERTER OUTPUT CONNECTION DO NOT
RELOCATE THIS OVERCURRENT DEVICE
LOCATED AT POINT OF INTERCONNECTION.
CEC 705.12(B)(3)(2)
1
WARNING
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH LINE AND
LOAD SIDES MAY BE ENERGIZED
IN THE OPEN POSITION
LOCATED AT PV DISCONNECT
CEC 690.13(B)
!3
5
SOLAR PV SYSTEM EQUIPPED
WITH RAPID SHUTDOWN
TURN RAPID SHUTDOWN
SWITCH TO THE
"OFF" POSITION TO
SHUT DOWN PV SYSTEM
AND REDUCE
SHOCK HAZARD
IN THE ARRAY
SOLAR ELECTRIC
PV PANELS
LOCATED AT MAIN SERVICE DISCONNECT.
CEC 690.56(C)(2)
4 RAPID SHUTDOWN SWITCH
FOR SOLAR PV SYSTEM
LOCATED AT MAIN SERVICE PANEL.
CEC 690.56(C)
2 PHOTOVOLTAIC AC DISCONNECT
MAXIMUM AC OPERATING CURRENT:
LOCATED AT PV DISCONNECT.
CEC 690.56(B), 609.54, 705.20
240V
25.0A
NOMINAL OPERATING AC VOLTAGE:
INSTALLED PER CEC 705.10
6
TWO POWER SOURCES
SOURCES: UTILITY GRID & SOLAR
WARNING!!
8 WARNING: PHOTOVOLTAIC
POWER SOURCE
LOCATED AT DC SOLAR CIRCUIT; CEC 690.31(D)(2)
7 PHOTOVOLTAIC SYSTEM DC DISCONNECT
OPERATING VOLTAGE
LOCATED AT PV DISCONNECT.
CEC 690.56(B), 609.54, 705.20
OPERATING CURRENT
MAX SYSTEM VOLTAGE
SHORT CIRCUIT CURRENT 13.7A
229.9V
10.4A
295.2V
CAUTION
MULTIPLE SOURCES OF POWER WITH
DISCONNECTS LOCATED AS SHOWN:
LOCATED AT MAIN SERVICE PANEL. CEC 690.56(B), 690.4(D), 705.10
1329 W MCFADDEN AVE
PV & MAIN SERVICE DISCONNECT
(RAPID SHUTDOWN INITIATION DEVICE)
INVERTER
FRONT OF HOUSE
PV MODULES
STARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-6
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-7
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-8
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-9
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-10
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
1329 W MCFADDEN AVE
UNIT 2 SANTA ANA, CA 92704
MCFADDEN ADU PV-11
DATE: 08/20/2025 REV A
AHJ:
APN: 10906429
SANTA ANA CITYSCALE:
SHEET SIZE: 11" x 17"
TEMPLATE V2.0
PREPARED BY:
HIGH LINE DESIGNS
SCOTT TOYAMA
HUY THIEU NGUYEN
C10 #833971
EQUIPMENT
DATASHEET
NTSSTARS CONSTRUCTION SERVICES INC
6022 WESTERN AVE
BUENA PARK, CA 90621
714.262.3929
Expedited Permit Process for PV Systems 1
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.
Expedited Permit Process for PV Systems 2
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)_________________ ft2
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.
E
x
p
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i
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e
d
P
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o
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P
V
S
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s
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e
m
s
3
Standard String System Site Plan
E
x
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P
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m
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P
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o
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s
4
Standard String System Electrical Diagram
E
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s
5
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 THEREQUIREMENT? YES NO N/A
2) IF GENERATION METER REQUIRED, DOES THIS METER SOCKET MEET THEREQUIREMENT? YES NO N/A
3) SIZE PHOTOVOLTAIC POWER SOURCE (DC) CONDUCTORS BASED ON MAXCURRENT ON NEC 690.53 SIGN OR OCPD RATING AT DISCONNECT
4) SIZE INVERTER OUTPUT CIRCUIT (AC) CONDUCTORS ACCORDING TO INVERTEROCPD AMPERE RATING. (See Guide Section 9)
5) TOTAL OF ______ INVERTER OCPD(s), ONE FOR EACH INVERTER. DOES TOTALSUPPLY 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 MEANEXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. LOWEST EXPECTED AMBIENT TEMP ______oC
2.) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHESTMONTH 2% DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TOINSTALLATION LOCATION. HIGHEST CONTINUOUS TEMPERATURE _____oC
2.) 2005 ASHRAE FUNDEMENTALS 2% DESIGN TEMPERATURES DO NOT EXCEED47oC IN THE UNITED STATES (PALM SPRINGS, CA IS 44.1oC). FOR LESS THAN 9CURRENT-CARRYING CONDUCTORS IN ROOF-MOUNTED SUNLIT CONDUIT ATLEAST 0.5" ABOVE ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE OF47oC OR LESS (ALL OF UNITED STATES),
a) 12 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 7.68 AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLERFUSE. b) 10 AWG, 90oC CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULESWITH Isc OF 9.6 AMPS OR LESS WHEN PROTECTED BY A 15-AMP OR SMALLERFUSE.
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:
SIGNS–SEE 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
HAZARD–LINE 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)
Rev: 7/15/2021
RESIDENTIAL
PHOTOVOLTAIC
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 manufacturer’s 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
1329 W McFadden Ave, Unit 2, Santa Ana, CA 92704
Sungate Power
833971
Cole Thacker
8014040939
permits@highline-designs.com
11/10/2025
Stars Construction Services Inc
6022 Western Ave, Buena Park, CA 90621
714.262.3929
833971
11/14/2025
I, Huy Thieu Nguyen, hereby give my authorization to High Line
Designs, and its agents to pull permits for the following addresses: 1329 W Mcfadden
Ave, Unit 2, Santa Ana, CA 92704 and 1621 S Diamond St, Unit 2, Santa Ana, CA
92704
Scott Toyama
Karee Toyama
Amy Lopez
Jarret Hauger
Cole Thacker
Anisa Ayu
Elaine Nunez
Jazzmin Wong
Marc Cossio
on my behalf to pick up and/or pay for any applicable fees for building permits and
business licenses on behalf of our company, Stars Construction Services Inc, I
ensure my full consent for this authorization.
If you have any questions, please contact me or my staff at 714.262.3929 .
___________________________________________
[Signature]
Huy Thieu Nguyen (Nov 14, 2025 12:09:08 PST)
Huy Thieu Nguyen
HLD Authorization Form .docx
Final Audit Report 2025-11-14
Created:2025-11-14
By:Cole Thacker (permits@highline-designs.com)
Status:Signed
Transaction ID:CBJCHBCAABAAXaqA-5P0-zPNKQABiqLQNKBewJNTs6vo
"HLD Authorization Form .docx" History
Document created by Cole Thacker (permits@highline-designs.com)
2025-11-14 - 8:07:25 PM GMT
Document emailed to Huy Thieu Nguyen (starsconstruction@yahoo.com) for signature
2025-11-14 - 8:07:29 PM GMT
Email viewed by Huy Thieu Nguyen (starsconstruction@yahoo.com)
2025-11-14 - 8:08:38 PM GMT
Document e-signed by Huy Thieu Nguyen (starsconstruction@yahoo.com)
Signature Date: 2025-11-14 - 8:09:08 PM GMT - Time Source: server
Agreement completed.
2025-11-14 - 8:09:08 PM GMT