HomeMy WebLinkAbout1920 S Kilson Dr - PlanJose Salazar Photovoltaic System
1920 S Kilson Drive
Santa Ana, CA 92707
Job No. 22-0423-PV
4/26/2022
1608 W Fescue Lane, #203, Coeur d'Alene, ID 83815
Phone: (951) 972-0769
neal@ngwengineering.com
1920 S Kilson Dr
05/31/22
Wind Loading:
Basic wind speed, V (mph) = 110 Zone E (MFRS) = -28.0 psf
Risk Category= II Zone F (MFRS) = -18.6 psf
Exposure Category= C Zone G (MFRS) = -19.4 psf
Roof Type = Gable Zone 1(Components & Cladding) = -39.0 psf
Gable Roof (7 - 20 deg)= 11.3 psf
Gravity Loads:
ROOF (R):Solar Panels:
Roof Pitch 3.5 :12 Module: REC 400AA
Fiberglass/comp 5.2 psf Width 40.0 in
5/8" Sheathing 2.1 psf Length 71.7 in
Roof framing 3.4 psf Total weight 45.0 lb
R-30 Insulation 0.5 psf Panel Area 220 sf
5/8" Drywall 2.8 psf Weight (SP):
Misc. 0.0 psf Solar Panels 2.4 psf
DL = 14.0 psf Misc.0.6 psf
LL = 20.0 psf DL 3.0 psf
DL at Solar array = 14.0 psf (not including panels)
Rafters/Top chord (R2):
Roof Pitch 3.5 :12 Mount spacing 2.7 ft Staggered
Fiberglass/comp 5.2 psf Panel Orientation Portrait Landscape
5/8" Sheathing 2.2 psf Trib Area to mounts 7.98 sf
Rafters 1.7 psf Dead Load 23.94 lb
Misc 0.1 psf
DL = 9.2 psf
LL = 20.0 psf
EXTERIOR WALL (EW):Project Data:
Stucco 10.0 psf Roof area 1,600 sf
Framing 2.5 psf EW length 160 ft
1/2" Drywall 2.2 psf IW length 160 ft
Sheathing 1.1 psf Wall Height 8.0 ft
R-14 Insulation 0.2 psf Story Count 1
0.0 psf Module count 11
DL = 16.0 psf
4.45 sf
13.35 lb
22-0423-PV 4/26/2022 Page 2
1920 S Kilson Dr
05/31/22
L1 = 6.75 ft, Unbraced Length = 1 ft, L2 = 7.33 ft No roof live load reduction taken.
Use (1) 2x6 Douglas Fir #2' Shear ratio = 15%' Bending Ratio = 14%, Beam is OK
Distributed Loads:REACTIONS {D, L, Lr}:
From -1.5' to 1': w1 = 1.33' Roof 2 = {12.236 plf D, 0 plf L, 26.6 plf Lr}Ra = {32, 0, 69}, Rb = {-2, 0, -3}
From 1.02' to 12.5': w2 = 1.33' Rafter DL = 12.236 plf D, 0 plf L, 0 plf Lr Ra = {-1, 0, 0}, RB = {142, 0, 0}
From 12.5' to 14': w3 = 1.33' Roof 2 = 12.236 plf D, 0 plf L, 26.6 plf Lr Ra = {-18, 0, -39}, RB = {37, 0, 79}
Point Loads:
At 2.29' : P1 = (77)W + (8)SP = 24 lb D, 77 lb L, 0 lb Lr Ra = {15, 50, 0}, RB = {9, 27, 0}
At 8.03' : P2 = (77)W + (8)SP = 24 lb D, 77 lb L, 0 lb Lr Ra = {-5, -15, 0}, RB = {29, 92, 0}
Ra = {62, 39, 68}Ra = {39, 4, 38}, RB = {-74, -7, -72}
Rb = {141, 112, 4}Reaction 1a: Max brg = 142 lb Min brg Length = 0.16 in Reaction 1b: Max brg = 253 lb Min brg Length = 0.27 in
Rc = {35, 3, 34.5}
Use (1) 2x6 Douglas Fir #2 1a 1b
Geometry: b = 1.5 in, d = 5.5 in, A = 8.25 in^2, Sx = 7.56 in^3, Ix = 20.8 in^4
Material Base Properties: E = 1.6x10^6 psi, Fb = 900 psi, Fv = 180 psi, Fc(perp) = 625 psi, Fc// = 0 psi, Ft = 575 psi
Shear Stess Factors: Cm = 1, Ci = 1. Bending Stress Factors: Cf = 1.3, CL = 0.99, Cb = 1.15, Ci = 1, Cm = 1, Cr = 1.15
D: Vu = -62 lb at 0', fv = 11, F'v = 162, ratio = 7 %, OK Main: max ∆ = -0.01 in at 2.7' = L/10956
C D = 0.9 Mu = -100 lb-ft at 6.75', fb = 152, F'b = 1378.62, ratio = 12 %, OK Cant: max ∆ = -0.01 in at 11.1' = L/6242
D+W (0.6W): Vu = 101 lb at 0', fv = 28, F'v = 288, ratio = 10 %, OK Main: max ∆ = -0.02 in at 2.7' = L/4091
C D = 1.6 Mu = -174 lb-ft at 6.75', fb = 276, F'b = 2450.88, ratio = 12 %, OK Cant: max ∆ = -0.02 in at 0' = L/5588
D+Lr: Vu = 130 lb at 0', Vcant = 132 lb, fv = 24, F'v = 225, ratio = 11 %, OK Main: max ∆ = 0 in at 2.7' = L/23440
Cd = 1.25 Mu = -106 lb-ft at 6.75', fb = 168, F'b = 1914.75, ratio = 9 %, OK Cant: max ∆ = -0.02 in at 0' = L/3999
D+.75W+.75Lr: Vu = 142 lb at 0', fv = 32, F'v = 225, ratio = 15 %, OK Main: max ∆ = -0.01 in at 2.7' = L/5893
CD = 1.6 Mu = -160 lb-ft at 6.75', fb = 254, F'b = 1914.75, ratio = 14 %, OK Cant: max ∆ = -0.02 in at 0' = L/4176
W: Main: max ∆ = -0.01 in at 2.7' = L/6529 Notch at End:
Cant: max ∆ = 0 in at 0'= L/36946 No Notch
Lr: Main: max ∆ = 0 in at 3.0375'= L/20264 Load Comb: D D+L D+Lr D+.75L+.75Lr
Cant: max ∆ = -0.01 in at 11.881' = L/10751 R1a: 62 101 130 142
0.75W + 0.75Lr: Main: max ∆ = -0.01 in at 2.7' = L/1889 Rallowable: 891 1584 1238 1238
Cant: max ∆ = -0.02 in at 0' = L/3999 %7 6 11 11 OK
Beam No. 1: CHECK EXISTING RAFTERS (WORST CASE LOADING)
V
M
Deflection
22-0423-PV 4/26/2022 Page 3
1920 S Kilson Dr
05/31/22
L1 = 6.75 ft, Unbraced Length = 1 ft, L2 = 7.33 ft No roof live load reduction taken.
Use (1) 2x6 Douglas Fir #2' Shear ratio = 12%' Bending Ratio = 14%, Beam is OK
Distributed Loads:REACTIONS {D, L, Lr}:
From -1.5' to 1': w1 = 1.33' Roof 2 = {12.236 plf D, 0 plf L, 26.6 plf Lr}Ra = {32, 0, 69}, Rb = {-2, 0, -3}
From 1.02' to 12.5': w2 = 1.33' Rafter DL = 12.236 plf D, 0 plf L, 0 plf Lr Ra = {-1, 0, 0}, RB = {142, 0, 0}
From 12.5' to 14': w3 = 1.33' Roof 2 = 12.236 plf D, 0 plf L, 26.6 plf Lr Ra = {-18, 0, -39}, RB = {37, 0, 79}
Point Loads:
At 5.49' : P1 = (77)W + (8)SP = 24 lb D, 77 lb L, 0 lb Lr Ra = {4, 14, 0}, RB = {20, 63, 0}
At 11.23' : P2 = (77)W + (8)SP = 24 lb D, 77 lb L, 0 lb Lr Ra = {-16, -52, 0}, RB = {40, 129, 0}
Ra = {51, 2, 69}Ra = {50, 40, 39}, RB = {-96, -76, -73}
Rb = {141, 116, 3}Reaction 2a: Max brg = 120 lb Min brg Length = 0.13 in Reaction 2b: Max brg = 257 lb Min brg Length = 0.28 in
Rc = {46, 36, 34.7}
Use (1) 2x6 Douglas Fir #2 2a 2b
Geometry: b = 1.5 in, d = 5.5 in, A = 8.25 in^2, Sx = 7.56 in^3, Ix = 20.8 in^4
Material Base Properties: E = 1.6x10^6 psi, Fb = 900 psi, Fv = 180 psi, Fc(perp) = 625 psi, Fc// = 0 psi, Ft = 575 psi
Shear Stess Factors: Cm = 1, Ci = 1. Bending Stress Factors: Cf = 1.3, CL = 0.99, Cb = 1.15, Ci = 1, Cm = 1, Cr = 1.15
D: Vu = -73 lb at 0', fv = 13, F'v = 162, ratio = 9 %, OK Main: max ∆ = 0 in at 2.7' = L/22460
C D = 0.9 Mu = -100 lb-ft at 6.75', fb = 146, F'b = 1378.62, ratio = 11 %, OK Cant: max ∆ = -0.02 in at 10.8' = L/5172
D+W (0.6W): Vu = -148 lb at 6.75', fv = 27, F'v = 288, ratio = 10 %, OK Main: max ∆ = 0 in at 2.7' = L/16672
C D = 1.6 Mu = -181 lb-ft at 6.75', fb = 287, F'b = 2450.88, ratio = 12 %, OK Cant: max ∆ = -0.03 in at 0' = L/2660
D+Lr: Vu = 120 lb at 0', Vcant = 121 lb, fv = 22, F'v = 225, ratio = 10 %, OK Main: max ∆ = 0 in at 5.7375'= L/55580
Cd = 1.25 Mu = -100 lb-ft at 6.75', fb = 159, F'b = 1914.75, ratio = 9 %, OK Cant: max ∆ = -0.02 in at 0' = L/4207
D+.75W+.75Lr: Vu = -127 lb at 6.75', fv = 25, F'v = 225, ratio = 12 %, OK Main: max ∆ = 0 in at 2.7' = L/35793
CD = 1.6 Mu = -160 lb-ft at 6.75', fb = 254, F'b = 1914.75, ratio = 14 %, OK Cant: max ∆ = -0.03 in at 0' = L/2751
W: Main: max ∆ = 0 in at 3.375' = L/61113 Notch at End:
Cant: max ∆ = -0.02 in at 0' = L/5465 No Notch
Lr: Main: max ∆ = 0 in at 2.7'= L/26617 Load Comb: D D+L D+Lr D+.75L+.75Lr
Cant: max ∆ = 0 in at 10.7815' = L/22551 R2a: 51 53 120 104
0.75W + 0.75Lr: Main: max ∆ = 0 in at 2.3625'= L/59766 Rallowable: 891 1584 1238 1238
Cant: max ∆ = -0.02 in at 0' = L/4207 %6 3 10 8 OK
Beam No. 2: CHECK EXISTING RAFTERS (WORST CASE LOADING)
V
M
Deflection
22-0423-PV 4/26/2022 Page 4
1920 S Kilson Dr
05/31/22
CHECK DEAD LOAD INCREASE COMPARED TO LIVE LOAD
*ASSUME ROOF LL CANNOT OCCUR AT SOLAR PANEL LOCATIONS
(E) Roof dead load = 14 psf
Solar panel dead load = 3 psf
Roof live load = 20 psf
New dead load = RDL + SP
New dead load = 17 psf
C D = .9 (for DL only)
C D = 1.25 (when considering LL)
Increased dead load imposes lower stress ratio than (E) dead + live loads
18.89 psf → OK
New dead load
0.9 = 18.89 psf (E) RDL + RLL
1.25 = 27.2 psf
< 27.2 psf
22-0423-PV 4/26/2022 Page 5
1920 S Kilson Dr
05/31/22
TRIBUTARY AREAS:
Roof area = 1600 sq. ft. = 1600 sq. ft. RDL = 14 psf
Exterior wall area = 1280 sq. ft., consider upper 1/2 = 640 sq. ft. EW = 16 psf
Interior wall area = 1280 sq. ft., consider upper 1/2 = 640 sq. ft.IW = 9 psf
Solar panel area = 219 sq. ft.SP = 3 psf
Solar panel quantity = 11
Roofing weight reduction at panels = 0 lb.
DEAD LOAD AT ROOF:
(E) Dead load = (Roof area)*RDL+1/2(EW area)*EW+1/2(IW area)*IW
(E) Dead load = 38400 lb
SP Dead load = Solar panel area*SP
SP Dead load = 657 lb
(N) Dead load = (E) Dead load + SP Dead load
(N) Dead load = 39,057 lb
Consider 60% of (E) trib roof DL:
Seismicsp DL sp 657 lbs.
Seismic(E)DL (E)23040 lbs.
Dead load increase ≤ 10%, OK
→ 3% increase
CHECK SEISMIC LOAD INCREASE:
== = 0.03
22-0423-PV 4/26/2022 Page 6
1920 S Kilson Dr
05/31/22
Wind Loading
Risk Category II Table 1.5-1 Enclosed Building
Basic wind speed, V (mph) 110 Fig. 26.5-1B
Exposure Category C Sec. 26.7.3
Wind Directionality Factor (Kd) 0.85 Table 26.6-1
No Topographic Irregularity per 28.6-1
H/Lh, K1 NA 0
x/Lh, K2 NA 0
z/Lh, K3 NA 0
Topographic factor Kzt 1.00
Plan Dimensions (ft) 50 75
10%, 4% Least Dim., 40%h (ft) 5.0 2.0 16.0
a, 2a (ft) 5 10
Wind Zone W1:
Mean Roof Ht. (ft) 9.75
Height & exp. adj. factor λ 1.21 Figure 28.6-1
Roof Pitch 3.5 :12 = 16.26 degrees
Sub Zone A B C D E F G H E OH GOH
ps30 (Fig. 28.6-1) 24.7 -7.7 16.4 -4.4 -23.1 -15.3 -16.0 -11.7 -32.3 -25.3 staight line interpolation
Wind Pressure = λ•Kzt•p s30 29.9 -9.4 19.9 -5.4 -28.0 -18.5 -19.4 -14.1 -39.1 -30.6
Roof Type: Gable
See next page p prafter p (psf) Pmount(lb)
Typical interior panel uplift : -39.0 from 29.4.4 P = -39.0 psf -39.0 x 7.98 sf = -311
x 1.5 at edge = -467
Typical interior panel down press.: 11.3 P = 16.0 psf 16.0 x 7.98 sf = 128
at edge: 11.3 P = 16.0 psf 16.0 x 7.98 sf = 128
Envelope Procedure (ASCE 7-16, Ch 28), Method 2
Enclosure Classification =
from 29.4.4, but not<16 psf
22-0423-PV 4/26/2022 Page 7
1920 S Kilson Dr
05/31/22
Design wind pressures on Panels
Wind Uniform Lateral Load (psf):
ASCE 7-16, Chapter 30:
Risk Category =
Exposure Category =
Height above ground =ft
Enclosure Class =
Velocity pressure
qh = qz = 0.00256 KzKztKdKeV2 eqn (26.10-1)
Kz =Table 26.10-1
Kzt =
Kd =
Ke =Conservative
Vd =mph
qh = psf
Design Wind Pressures
p = qh[GCp-Gcpi] C&C Design Wind Pressures, eqn (30.3-1)
GCpi = varies by zone, see below
GCpi = , table 26.13-1
C&C Design Wind Pressures, Gable Roof (7 - 20 deg)
C&C Pressures
, GCp Gable Roof (7 - 20 deg)
, 0.87 -33.12 , 23.50 wall corner zones (5)Fig. 30.3-1
, 0.87 -27.53 , 23.50 wall middle zones (4)Fig. 30.3-1
, 0.45 -71.17 , 14.10 roof corner zones (3)Fig. 30.3-2B
, 0.45 -48.79 , 14.10 roof edge zones (2)Fig. 30.3-2B
, 0.45 -48.79 , 14.10 roof middle zones (1)Fig. 30.3-2B
, 0 -93.55 , 10.00 overhang corners (3)Fig. 30.3-2B
, 0 -75.64 , 10.00 overhang middles (2 &1)Fig. 30.3-2B
ASCE 7-16, Sect. 29.4.4 (wind on solar panels):
A panel edge is exposed if within 0.5h = 4.88 ft of roof edge
array edge factor γ E = 1.5 for uplift loads on panels occuring within 1.5 Lp from exposed edge
1.0 otherwise
Effecive wind area A =sf
pressure eq. factor γ a =0.8
psf
#### psf 11.3 psf at edge zones, edge factor =
-0.18
7.98
-39.03
multiply by 1.5 for mount where edge panel >
4.88 ft from from roof edge for -58.55 psf
1.00
Worst case down
pressure (zone 2) =
-2
-2
-4
-3.2
Worst case uplift
(zone 1) =
-1.3
-1.05
-3
1.00
0.85
110
22.38
0.18
1.00
GCp p (psf)
0.85
II
C
9.75
Enclosed Building
22-0423-PV 4/26/2022 Page 8
1920 S Kilson Dr
05/31/22
CHECK WIND UPLIFT
Max Dead load per bracket = (Solar panel width/2*bracket spacing*Solar panel DL)
Bracket spacing = 2.67 ft
Dead load per bracket = 23.94 lbs
60% DL = 14.36 lbs
U = -48.79 psf (use wind zone "1")
U' = U*.6 = -29.27 psf
Trib area for wind load = Solar panel length/2*bracket spacing
Trib area for wind load =7.98 sq. ft.
Net Wind Uplift = Trib area*U'+60% DL
Net Wind Uplift = -265.96 lbs
Check 5/16" Lag screws (Min 2.5" embedment into (E) Beam)
Lag withdrawal (W') = W(Emb depth)(1.6)
W (per inch of embedment) for a 5/16" bolt = 266 lb. (per NDS table 12.2A)
Lag withdrawal (W') = 1064 lb.
W' > Net Wind uplift, OK
0
22-0423-PV 4/26/2022 Page 9
1920 S Kilson Dr
05/31/22
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
1920 S Kilson Dr
05/31/22
Expedited Permit Process for PV Systems - Micro-Inverter1
Expedited Permit Process for PV Systems
Micro-Inverter
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 Micro-Inverter to use with the Expedited Per-
mit Process. The Standard String, 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.
1920 S Kilson Dr
05/31/22
Expedited Permit Process for PV Systems Micro-Inverter2
Expedited Permit Process for Small-Scale PV Systems
Micro-Inverter
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.
1920 S Kilson Dr
05/31/22
Ex
p
e
d
i
t
e
d
P
e
r
m
i
t
P
r
o
c
e
s
s
f
o
r
P
V
S
y
s
t
e
m
s
3
Micro-Inverter Site Plan
&RQWUDFWRU1DPH
$GGUHVVDQG3KRQH
%LOODQG7HG¶V6RODU
([FHOOHQW'ULYH
6DQ'LPDV&$
6LWH3ODQ
IRU6PDOO6FDOH6LQJOH3KDVH396\VWHPV
6LWH1DPH -RHDQG-DQH+RPHRZQHU
6LWH$GGUHVV 6XQQ\VLGH6W)RQWDQD&$
6\VWHP$&6L]H N:6RODU$UUD\
^/ &^DEK t'EK Z s
^> Ed^ĂƚĞ͗^, d
ƌĂǁŶLJ͗
ŚĞĐŬĞĚLJ͗
4.400 kWp
1920 S Kilson Dr
05/31/22
Ex
p
e
d
i
t
e
d
P
e
r
m
i
t
P
r
o
c
e
s
s
f
o
r
P
V
S
y
s
t
e
m
s
4
Micro-Inverter Electrical Diagram
Contractor Name,
Address and Phone:
One-Line Standard Electrical Diagram
for Micro-Inverter PV Systems
Site Name:
Site Address:
System AC Size:
SIZE FSCM NO DWG NO REV
E1.1a
SCALE NTS Date: SHEET
Drawn By:
Checked By:
DESCRIPTION OR CONDUCTOR TYPE
USE-2 or PV WIRE
GEC EGC X ALL THAT APPLY
EXTERIOR CABLE LISTED W/ INV.
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
NO DC GEC IF 690.35 SYSTEM
THWN-2 or XHHW-2 or RHW-2
GEC EGC X ALL THAT APPLY
TAG
1
2
3
4
5
CONDUIT AND CONDUCTOR SCHEDULE
COND.
GAUGE
MFG
MFG
NUMBER OF
CONDUCTORS
MFG Cable
MFG Cable
CONDUIT
TYPE
N/A
N/A
N/A
SAME
SAME
CONDUIT
SIZE
N/A
N/A
N/A
SAME
SAME
DESCRIPTION
PV DC or AC MODULE
DC/AC INVERTER (MICRO)
J-BOX (IF USED)
PV ARRAY
AC COMB. PANEL (IF USED)
GEN METER (IF USED)
AC DISCONNECT (IF USED)
SERVICE PANEL
TAG
1
2
3
4
5
6
7
8
PART NUMBER NOTES
FOR UNUSED MODULES
PUT "N/A” in BLANK ABOVE
1
1
3
2
3
EQUIPMENT SCHEDULE
2
_____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
MOD
____
DC
AC
J-BOX
4
AC DISCO
M
BUILDING
GROUNDING
ELECTRODE
G
M
UTILITY
SERVICE
MAIN SERVICE PANEL
MAIN
OCPD
INVERTER
OCPD
6
7
8
5
4
5
G
SEE GUIDE APPENDIX D FOR
INFORMATION ON MODULE AND
ARRAY GROUNDING
AC COMBINER
PANEL
G
____
MICRO-INVERTERS
IN BRANCH-
CIRCUIT
4.400 kWp
1920 S Kilson Dr
05/31/22
Ex
p
e
d
i
t
e
d
P
e
r
m
i
t
P
r
o
c
e
s
s
f
o
r
P
V
S
y
s
t
e
m
s
5
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
E1.2a
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
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
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 OUTPUT CIRCUIT OCPD(s), ONE FOR EACH MICRO-
INVERTER CIRCUIT. 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.) 2009 ASHRAE FUNDAMENTALS 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, 90 oC 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 E):
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)
No sign necessary since 690.51
marking on PV module covers
needed information
AC OUTPUT CURRENT
NOMINAL AC VOLTAGE
SOLAR PV SYSTEM
AC POINT OF CONNECTION
THIS PANEL FED BY MULTIPLE
SOURCES (UTILITY AND SOLAR)
Notes for Micro-Inverter Electrical Diagram
4.400 kWp
1920 S Kilson Dr
05/31/22
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
INFINITY SOLAR, INC.
2460 N GLASSELL ST. #A
ORANGE, CA 92865
PHONE: (714) 880-8089
LIC NO.: C10 #824287
.$<6<('$
,1),1,7<62/$5,1&
A. RESIDENTIAL ROOF MOUNTED PHOTOVOLTAIC SYSTEM SHALL
BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES
SPECIFICATIONS AND THE 2019 CALIFORNIA RESIDENTIAL CODE,
SECTIONS R314, R909 AND R918, 2019 CALIFORNIA ELECTRICAL
CODE AND 2019 CALIFORNIA FIRE CODE.
B. CONTRACTORS SHALL BE PRESENT DURING ALL INSPECTIONS.
C. THE ROOF ACCESS POINT REQUIRING A LADDER SHALL NOT
BE LOCATED OVER A WINDOW, DOOR OR LOCATED WHERE IT
CONFLICTS WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE
LIMBS, WIRES OR SIGNS [CRC 324.7.1].
D. A LADDER SHALL BE PROVIDED AND SECURED TO THE
STRUCTURE AT THE APPROVED ROOF ACCESS POINT PER NOT
"C" ABOVE WITH A CAL OSHA APPROVED DEVICE DURING ALL
INSPECTIONS.
&$/,)251,$%8,/',1*&2'(
&$/,)251,$5(6,'(17,$/&2'(
&$/,)251,$(/(&75,&$/&2'(
&$/,)251,$),5(&2'(
&$/,)251,$0(&+$1,&$/&2'(
&$/,)251,$*5((1&2'(
&$/,)251,$3/80%,1*&2'(
&$/,)251,$(1(5*<&2'(
$1<27+(5 /2&$/$1'081,&,3$/&2'(6
*(1(5$/127(6
2:1(5
1$0( -26(6$/$=$5
3+21(
(0$,/$' VDOD]DUMF#\DKRRFRP
352-(&70$1$*(5
1$0(
3+21(
&2175$&725
1$0(
3+21(
$87+25,7,(6+$9,1*-85,6',&7,21
%8,/',1* 6$17$ $1$
=21,1* 6$17$ $1$
87,/,7< 6&(
'(6,*163(&,),&$7,216
2&&83$1&< 58
&216758&7,21 9%
=21,1* 5(6,'(17,$/
612: /2$' 36)
:,1'(;32685( &
:,1'63((' 03+
522)685)$&( 64)7
39&29(5$*( 64)7
122)6725,(6
),5(635,1./(56 12
/27,1)250$7,21
$31
/27$5($ 64)7
/,9,1*$5($ 64)7
$5
REV: DESCRIPTION: BY: DATE:
PAPER SIZE: 11" X 17" (ANSI B)
DRAWING TITLE:
DRAWN BY:
CHECKED BY:
DATE:
DRAWING NO:REVISION:
4/24/2022
ENGINEER OF RECORD
$)
NEW PV SYSTEM: 4.400 kWp
JOSE
SALAZAR
1920 S KILSON DR,
SANTA ANA, CA 92707
APN: 01409105
PV.01
,167$//(5 127(6
COVER SHEET
N
E
S
W
PV.01
01 AERIAL PHOTO
NTS
352-(&7,1)250$7,21
$33/,&$%/(&2'(6
NEW PV SYSTEM FOR
SALAZAR RESIDENCE
1920 S KILSON DR, SANTA ANA, CA 92707
SYSTEM SIZE: 4.400 kWp
CEC POWER OUTPUT: 4.070 kWp
APN: 01409105
'&6<67(06,=( N: $&6<67(06,=( N:
02'8/( 5(&62/$55(&$$385(%/$&.
0,&52,19(57(5 (13+$6(,4$86
02817 (9(5)/$6+(&203.,7
5$,/,1* (9(5(675$&.,1*;5$,/6
06383*5$'( 12
$//:25. 6+$//&203/<:,7+$33/,&$%/(/2&$/081,&,3$/
&2'(6$1'720$18)$&785(56 /,67,1*6$1',167$//$7,21
,16758&7,2167+(3962/$56<67(0:,//%(
,17(5&211(&7('$1'23(5$7(',13$5$//(/:,7+7+(
87,/,7<(/(&75,&$/*5,'3(5 7+(5(48,5(0(1762)7+(
87,/,7<$1'$33/,&$%/(&2'(67+(3962/$56<67(0,6
'(6,*1(',1&203/,$1&(:,7+&(& 5$3,'6+87'2:1
6&23(2):25.
6+((7/,677$%/(
6+((7180%(5 6+((77,7/(
39&29(5 6+((7
396,7(3/$1
39522)3/$1
39$77$&+0(173/$1
39$66(0%/<'(7$,/6
39/,1(',$*5$0
39'(6,*17$%/(6
393/$&$5'6
39 3/$&$5'0$3
390,&52,19(57(5 0$3
6663(&,),&$7,216+((76
&20%,1((;,67,1*%5($.(56720$.(5220)25 62/$5
%5($.(5
Bldg permit# 101110580
Elect permit#20176281
Issued on 5/31/22
1920 S Kilson Dr
05/31/22
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
N: '& 67&
5(&62/$5 5(&$$3XUH%ODFN: 02'8/(6
(13+$6(,4$860,&52,19(57(5
39
0,&52,19(57(5 0$3
0,&52,19(57(5 0$3
$55$<
02'8/(6
$=,087+
7,/7
$&/
1920 S Kilson Dr
05/31/22
1920 S Kilson Dr
05/31/22
1920 S Kilson Dr
05/31/22
1920 S Kilson Dr
05/31/22
32
:(52
37,
0
,
=
(5
VRODUHGJHFRP
39SRZHURSWLPL]DWLRQDWWKHPRGXOHOHYHO
6SHFLÀFD OO\G HVLJ QHG WRZRUNZLWK6ROD U(G J H
LQYHUWHUV
8SWRPRUHHQHUJ \
)OH[LEOHV\VWHPG HVLJ QIRUPD [LPXPVSD FH
XWLOL]D WLRQ
)D VWLQVWD OOD WLRQZLWKD VLQJ OHEROW
1H[WJ HQHUD WLRQPD LQWHQD QFHZLWKPRG X OH
OHYHOPRQLWRULQJ
0HHWV1(&UHT X LUHPHQWVIRUDUFIDX OW
SURWHFWLRQ $)&, D QG 3KRWRYROWDLF5DSLG
6KXWG RZQ6\VWHP 39566
0RG XOHOHYHOYROWD J HVKXWG RZQIRULQVWDOOHU
DQGÀ UHÀJ KWHUVDIHW\
6XSHULRUHIÀ FLHQF\
0LWLJ D WHVD OOW\SHVRIPRG X OHPLVPDWFKORVVHV
IURPPD QXIDFWX ULQJ WROHUD QFHWRSDUWLD O
VKD G LQJ
3RZHU2SWLPL]HU
)RU1RUWK$PHULFD
33333333
<($5
:$55$17<
6RODU(GJH7HFKQRORJLHV/WG$OOULJKWVUHVHUYHG62/$5('*(WKH6RODU(GJHORJR237,0,=('%<62/$5('*(DUHWUDGHPDUNVRUUHJLVWHUHGWUDGHPDUNVRI6RODU(GJH7HFKQRORJLHV,QF
$OORWKHUWUDGHPDUNVPHQWLRQHGKHUHLQDUHWUDGHPDUNVRIWKHLUUHVSHFWLYHRZQHUV'DWH 9(1*1$06XEMHFWWRFKDQJHZLWKRXWQRWLFH
)RUGHWDLOHGᐎULQJVL]LQJLQIRUPDWLRQUHIHUWR KWWS ZZZVRODUHGJHFRPVLWHVGHIDXOWÀOHVᐎULQJBVL]LQJBQDSGI
,WLVQRWDOORZHGWRPL[333ZLWK33333LQRQHᐎULQJ
$ᐎULQJZLWKPRUHWKDQRSWLPL]HUVGRHVQRWPHHW1(&UDSLGVKXWGRZQUHTXLUHPHQWV VDIHW\YROWDJHZLOOEHDERYHWKH9UHTXLUHPHQW
)RU9JULG LWLVDOORZHGWRLQᐎDOOXSWR:SHUᐎULQJZKHQWKHPD[LPXPSRZHUGLHUHQFHEHWZHHQHDFKᐎULQJLV:
)RU9JULG LWLVDOORZHGWRLQᐎDOOXSWR:SHUᐎULQJZKHQWKHPD[LPXPSRZHUGLHUHQFHEHWZHHQHDFKᐎULQJLV:
3RZHU2SWLPL]HU
)RU1RUWK$PHULFD
33333333
2SWLPL]HUPRGHO
W\SLFDOPRGXOH
FRPSDWLELOLW\
3
IRUFHOO
PRGXOHV
3
IRUKLJK
SRZHU
FHOO
PRGXOHV
3
IRUKLJKHU
SRZHU
DQG
FHOO
PRGXOHV
3
IRU
FHOO
PRGXOHV
3
IRUKLJK
SRZHU
DQGFHOO
PRGXOHV
3
IRUKLJK
YROWDJH
PRGXOHV
3
IRUKLJK
YROWDJH
PRGXOHV
3
IRUKLJKHU
FXUUHQW
PRGXOHV
,1387
5DWHG,QSXW'&3RZHU :
$EVROXWH0D[LPXP,QSXW9ROWDJH
9RFDWORZHᐎWHPSHUDWXUH 9GF
03372SHUDWLQJ5DQJH 9GF
0D[LPXP6KRUW&LUFXLW&XUUHQW
,VF $GF
0D[LPXP(FLHQF\
:HLJKWHG(FLHQF\
2YHUYROWDJH&DWHJRU\,,
287387'85,1*23(5$7,21 32:(5237,0,=(5&211(&7('7223(5$7,1*62/$5('*(,19(57(5
0D[LPXP2XWSXW&XUUHQW $GF
0D[LPXP2XWSXW9ROWDJH 9GF
287387'85,1*67$1'%< 32:(5237,0,=(5',6&211(&7(')52062/$5('*(,19(57(52562/$5('*(,19(57(52))
6DIHW\2XWSXW9ROWDJHSHU3RZHU
2SWLPL]HU
9GF
67$1'$5'&203/,$1&(
(0&)&&3DUW&ODVV%,(&,(&
6DIHW\,(& FODVV,,VDIHW\ 8/
0DWHULDO 8/ 9895HVLᐎDQW
5R+6 <HV
,167$//$7,2163(&,),&$7,216
0D[LPXP$OORZHG6\ᐎHP
9ROWDJH
9GF
&RPSDWLEOHLQYHUWHUV $OO6RODU(GJH6LQJOH3KDVHDQG7KUHH3KDVHLQYHUWHUV
'LPHQVLRQV :[/[+ [[[[ [[
[[
[[
[[ [ [ [[ [[
[[
PP
LQ
:HLJKW LQFOXGLQJFDEOHV JUOE
,QSXW&RQQHFWRU 0& 6LQ JOHRUGXDO
0& 0&
,QSXW:LUH/HQJWK PIW
2XWSXW:LUH7\SH&RQQHFWRU'RXEOH,QVXODWHG0&
2XWSXW:LUH/HQJWK PIW
2SHUDWLQJ7HPSHUDWXUH5DQJH Ü&Ü)
3URWHFWLRQ5DWLQJ ,31(0$3
5HODWLYH+XPLGLW\
5DWHGSRZHURIWKHPRGXOHDW67&ZLOOQRWH[FHHGWKHRSWLPL]HU´5DWHG,QSXW'&3RZHUµ0RGXOHVZLWKXSWRSRZHUWROHUDQFHDUHDOORZHG
1(&UHTXLUHVPD[LQSXWYROWDJHEHQRWPRUHWKDQ9
)RURWKHUFRQQHFWRUW\SHVSOHDVHFRQWDFW6RODU(GJH
)RUGXDOYHUVLRQIRUSDUDOOHOFRQQHFWLRQRIWZRPRGXOHVXVH310'050,QWKHFDVHRIDQRGGQXPEHURI39PRGXOHVLQRQHᐎULQJLQᐎDOOLQJRQH3GXDOYHUVLRQSRZHURSWLPL]HUFRQQHFWHG
WRRQH39PRGXOH:KHQFRQQHFWLQJDVLQJOHPRGXOHVHDOWKHXQXVHGLQSXWFRQQHFWRUVZLWKWKHVXSSOLHGSDLURIVHDOV
)RUDPELHQWWHPSHUDWXUHDERYH&)SRZHUGHUDWLQJLVDSSOLHG5HIHUWR3RZHU2SWLPL]HUV7HPSHUDWXUH'H5DWLQJ7HFKQLFDO1RWHIRUPRUHGHWDLOV
396\VWHP 'HVLJQ8VLQJ
D6RODU(GJH,QYHUWHU
6LQJOH3KDVH
+':DYH
6LQJOHSKDVH 7KUHH3KDVHIRU
9JULG
7KUHH3KDVHIRU
9JULG
0LQLPXP6WULQJ/HQJWK
3RZHU2SWLPL]HUV
333
33
333
0D[LPXP6WULQJ/HQJWK 3RZHU2SWLPL]HUV
0D[LPXP3RZHUSHU6WULQJ
ZLWK
6(866(
86
:
3DUDOOHO6WULQJVRI'LHUHQW/HQJWKVRU2ULHQWDWLRQV <HV
1920 S Kilson Dr
05/31/22
Part Number Description
4000366 EverFlash eComp Kit, Black
4000679 EverFlash eComp Kit, Mill LF, Dark Flash
4000367 EverFlash eComp Kit, Silver
T High quality, patented design to ensure watertight seal
T Included as part of a UL 2703 Listed System
T Easy installation, can be retrofitted without removing shingles
T Meets or exceeds all known building codes
T Aluminum base with stainless steel hardware for high corrosion resistance
T Compatible with all our CrossRails
EverFlash eComp, 8x12"
T Material: aluminum
T Finish: silver, black
L-Foot and Hardware
T Material: aluminum and
stainless steel
T Finish: mill, dark
5/16" Sealing Washer
T Material: stainless steel,
EPDM insert
Components
5/16" Lag Bolt
T Material: stainless steel
www.everest-solarsystems.com
EverFlash eComp Kit
EverFlash eComp Kit Product Sheet US04 | 1019 · Subject to change · Product illustrations are exemplary and may differ from the original.
1920 S Kilson Dr
05/31/22
T High quality, German-engineered system for residential and commercial installations
T 4 rail sizes available to suit all structural conditions
T Universal components for all rail types
T Use 2 innovative components to turn this system into Shared Rail or Tilt Up
T MK3 technology provides highest rail engagement
T Roof attachments for all roof types
T 100% code compliant, structural validation for all solar states
T Fast installation with minimal component count result in low total installed cost
T Simple to design using our code compliant online design tool, Base
Product warranty ·
· in system alliance25
years
www.everest-solarsystems.com
CrossRail System
Components
CrossRail 48-X
Part Number Description
4000662 CrossRail 48-X 166'', Mill
4000663 CrossRail 48-X 166'', Dark
4000675 CrossRail 48-X 180'', Mill
4000665 CrossRail 48-X 180", Dark
CrossRail 48-XL
Part Number Description
4000695 CrossRail 48-XL 166'', Mill
4000705 CrossRail 48-XL 166'', Dark
CrossRail 80
Part Number Description
4000508 CrossRail 80 168" Rail Mill
CrossRail End Clamp
Part Number Description
4000429 CR EC Silver, 30-50mm, Shared RL 30-45mm
4000430 CR EC Dark, 30-50mm, Shared RL 30-45mm
4000003 Shared Rail EC Silver, SS 46-50mm
4000004 Shared Rail EC Dark, SS 46-50mm
CrossRail Mid Clamp Standoff
Part Number Description
4000601-H CR MC Silver, 30-50mm, 13 mm Hex
4000602-H CR MC Dark, 30-50mm, 13 mm Hex
Yeti Clamp
Part Number Description
4000050-H Yeti Hidden EC for CR, Mill, 13 mm Hex
000003 Shared Rail EC Silver
000004 Shared Rail EC Dark,
CrossRail Structural Rail Connector
Part Number Description
4000051 Rail Connector CR 44-X, Set, Mill
4000052 Rail Connector CR 44-X, Set, Dark
4000385 RailConn CR 48-X,48-XL Struct Set, Mill
4000386 RailConn CR 48-X,48-XL Struct Set, Dark
L-Foot Slotted Set
Part Number Description
4000630 L-Foot Slotted Set, Mill
4000631 L-Foot Slotted Set, Dark
Aluminum End Clamp
Part Number Description
4005344 CrossRail EC Silver, AL 32-33mm
4005169 CrossRail EC Silver, AL 34-36mm
4005290 CrossRail EC Silver, AL 37-38mm
4005170 CrossRail EC Silver, AL 39-41mm
4005291 CrossRail EC Silver, AL 42-44mm
4005171 CrossRail EC Silver, AL 45-47mm
4005292 CrossRail EC Silver, AL 48mm
4005172 CrossRail EC Silver, AL 49-50mm
EverFlash eComp
Part Number Description
4000015 EverFlash eComp + SRS Slide Kit, Mill
4000366 EverFlash eComp Kit, Black
4000679 EverFlash eComp Kit, Mill LF, Dark Flash
4000367 EverFlash eComp Kit, Silver
4000027 EverFlash eComp+SR Slide Kit, Dark
4000029 EverFlash eComp+SR Slide, LF Mill, Dark
Everest Ground Lug
Part Number Description
4000006-H Everest Ground Lug Set, 13 mm Hex
Part Number Description
4000054 EverFlash X P Slider Kit, Mill
4000055 EverFlash X P Slider Kit, Dark
4000057 EverFlash X P Kit, Mill LF, Dark Flash
4000060 EverFlash X P Comp Kit, Dark
4000061 EverFlash X P Comp Kit, Mill
EverFlash XP Comp
Flat Tile Hook
Part Number Description
4000034 Flat Tile Hook, Set, W/ lags
TC Wire Management Clip
Part Number Description
4000069 Wire Management Clip, TC
CrossRail 44-X
Part Number Description
4000019 CrossRail 44-X 166'', Mill
4000020 CrossRail 44-X 166'', Dark
4000021 CrossRail 44-X 180", Mill
4000022 CrossRail 44-X 180", Dark
www.everest-solarsystems.com
CrossRail System Product Sheet US11 | 0620 · Subject to change · Product illustrations are exemplary and may differ from the original.
1920 S Kilson Dr
05/31/22
ROOF AREA PV COVERAGE
522)685)$&($5($ 64)7
39685)$&($5($ 64)7
39685)$&($5($&29(5('
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
INFINITY SOLAR, INC.
2460 N GLASSELL ST. #A
ORANGE, CA 92865
PHONE: (714) 880-8089
LIC NO.: C10 #824287
$5
REV: DESCRIPTION: BY: DATE:
PAPER SIZE: 11" X 17" (ANSI B)
DRAWING TITLE:
DRAWN BY:
CHECKED BY:
DATE:
DRAWING NO:REVISION:
4/24/2022
ENGINEER OF RECORD
$)
NEW PV SYSTEM: 4.400 kWp
JOSE
SALAZAR
1920 S KILSON DR,
SANTA ANA, CA 92707
APN: 01409105
PV.02
01 SITE PLAN
SCALE: 3/32" = 1'
PV.02
SITE PLAN
N
E
S
W
HOUSE HAS SPRINKLERS: NO
FIRE SETBACKS
3' FIRE CODE PATHWAY
18" FIRE CODE SETBACK
MAIN ELECTRICAL PANEL
PV EQUIPMENT
PROPERTY LINE
LEGEND
ARRAY 1 - 4.400 kW
[x11] (N) MODULES
TILT: 16 DEGREES
AZIMUTH: 170 DEGREES
19
2
0
S
K
I
L
S
O
N
D
R
(E) DRIVEWAY
(E) 200A MAIN SERVICE PANEL
(N) 30A AC DISCONNECT
(N) AC LOAD CENTER
1920 S Kilson Dr
05/31/22
MM ACLS
ROOF AREA PV COVERAGE
522)685)$&($5($ 64)7
39685)$&($5($ 64)7
39685)$&($5($ &29(5('
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
INFINITY SOLAR, INC.
2460 N GLASSELL ST. #A
ORANGE, CA 92865
PHONE: (714) 880-8089
LIC NO.: C10 #824287
$5
REV: DESCRIPTION: BY: DATE:
PAPER SIZE: 11" X 17" (ANSI B)
DRAWING TITLE:
DRAWN BY:
CHECKED BY:
DATE:
DRAWING NO:REVISION:
4/24/2022
ENGINEER OF RECORD
$)
NEW PV SYSTEM: 4.400 kWp
JOSE
SALAZAR
1920 S KILSON DR,
SANTA ANA, CA 92707
APN: 01409105
PV.03
ROOF PLAN
PV.03
01 ROOF PLAN
SCALE: 1/8" = 1'
HOUSE HAS SPRINKLERS: NO
FIRE SETBACKS
3' FIRE CODE PATHWAY
18" FIRE CODE SETBACK
N
E
S
W
ROOF DETAILS - MP1:
TILT: 16 DEGREES
AZIMUTH: 170 DEGREES
MATERIAL: COMP SHINGLE
MODULE STRINGING
3
4" EMT CONDUITCOMBO METER/MAIN
INVERTER
SUB PANEL
AC DISCONNECT
MM
IN
V
SU
B
S
-% NEMA 3R JBOXLEGEND KEY
MICROINVERTER
MODULE:
REC SOLAR
REC400AA Pure
Black
400 WATTS
40"
71
.
7
"
3'-0"20'-0" 16'-0"
-%
MP1
1920 S Kilson Dr
05/31/22
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
6&$/(
39
$77$&+0(173/$1
/(*(1'
522)5$)7(56
5$,/6
39
$77$&+0(173/$1
1
(
6
:
522)'(7$,/603
7,/7 '(*5((6
$=,087+ '(*5((6
0$7(5,$/ &2036+,1*/(
(9(5)/$6+(&203.,7
$77$&+0(176
*(1(5$/127(6
'(*5((67,/7
;5$)7(56# 2&
&2036+,1*/(
6725<%8,/',1*
5$&.,1*;5$,/6
(9(5)/$6+(&203.,7
02'8/(
5(&62/$5
5(&$$3XUH
%ODFN
:$776
)/86+0281762/$5 02'8/(6
$77$&+('72522)685)$&( 6((
6+((739)2502817,1*'(7$,/6 &2036+,1*/(
[5$)7(56#&(17(56
1920 S Kilson Dr
05/31/22
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
'
127( 3,/27+2/(6
5(48,5(')25
',$/$*%2/76
'
6((
)/86+0281762/$5 02'8/(6
$77$&+('72522)685)$&(
KDW^,/E'>
;5$)7(56
#2&
81'(5 385/,16%5$&,1*
6,7(,1)250$7,21
02'8/(,1)250$7,21
6758&785$/127(6
5$&.,1* 5$,/,1*
/2$'&$/&8/$7,216
522)0$7(5,$/
522)6/23(
522)6758&785(
5$)7(5 6,=(
5$)7(5 63$&,1*
5$)7(5 63$1 6
3902'8/(
',0(16,216
:(,*+7
02'8/(&/($5$1&(
$77$&+0(177<3(
0$;+25,=217$/67$1'2))
67$1'2))67$**(5,1*
0$;9(57,&$/67$1'2))
5$,/,1*
5$,/:(,*+7
/$*%2/76,=(
/$*%2/7(0%('0(17
$3352;,167$//$7,21$5($
727$/6<67(0:(,*+7
',675,%87('/2$'
:(,*+73(5 $77$&+0(17
&2036+,1*/(
[120,1$/
,12&
5(&62/$5 5(&$$3XUH%ODFN
,1+;,1:
/%6
,10,1,10$;
(9(5)/$6+(&203.,7
,1
<(6
/$1'6&$3( ,132575$,7 ,1
(9(5(675$&.,1*;5$,/6
3/)
,1;,1',$
,1
64)7
/%6
36)
/%6
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
$66(0%/<'(7$,/6
39
7<3,&$/5$&.,1*'(7$,/
1920 S Kilson Dr
05/31/22
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
( *5281',1*
(/(&752'(
*5281'
52'
$&',6&211(&7
($721'*85%
$$&121)86('
91(0$5
9,6,%/(/2&.$%/(
$&',6&211(&7
7287,/,7<*5,'
29(5+($'
( $0$,16(59,&(3$1(/
9:
0$,1%866 $
0$;%5($.(5&$/&
$;$ $
62/$5 %5($.(5 /2&$7('
$77+()857+(67(1'2)
%86%$5 )5207+(0$,1
%5($.(5 25 )(('(5 81,7
32,172),17(5&211(&7,21
/2$'6,'( ' %
D/E; ͿϮϬϬ
;EͿϮϬ
ϮϬ
-81&7,21
%2;
1(0$
:$//
522)723
%5$1&+
5(&62/$5 5(&$$3XUH
%ODFN
3902'8/(6
:,7+,4$86
0,&52,19(57(56
,4(192<
ϭϱ
(13+$6(
,4&20%,1(5 %2;
:(13+$6(,4(192<
&21'8&725 $1'&21'8,76&+('8/(:(/(&75,&$/&$/&8/$7,216
,' 7<3,&$/ &21'8&725 &21'8,7 &855(17&$55<,1*&21'8&7256
,1&21'8,7 2&3' (*& 7(03&255)$&725 &21'8,7),//)$&725 &217&855(17 0$;&855(17 %$6($03'(5$7('$037(507(035$7,1*$03#7(50,1$/
$:*39:,5(&233(5 )5(($,5 1$1$$:*%$5(&233(5 & $ $$$ $$
$:*7+:1&233(5 ',$(07 $$:*7+:1&233(5 & $ $$$$$
$:*7+:1&233(5 ',$(07 1$$:*7+:1&233(5 & $ $$$$$
$:*7+:1&233(5 ',$(07 $$:*7+:1&233(5 & $ $$$$$
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
/,1(',$*5$0
39
/,1(',$*5$0
127(6
396285&(&,5&8,7 6 $5(72%(681/,*+75(6,67$17
39:,5($63(50,77('%<&(& %
$//',5(&7&855(17&,5&8,76$5(72%(,167$//(',1
0(7$/5$&(:$<)5207+(32,172)3(1(75$7,212)7+(
685)$&(2)7+(%8,/',1*25 6758&785(727+(0$,1
6(59,&(3$1(/$60$1'$7('%<&(& (
:($7+(53522)-%2;±1(0$5
$//:25. 6+$//&203/<:,7+7+( &$/,)251,$
(/(&75,&$/&2'( &(& $1'$//27+(5/2&$/&2'(6$6
$33529('%<7+($87+25,7<+$9,1*-85,6',&7,21
1920 S Kilson Dr
05/31/22
$6+5$((;75(0(/2:
'(6,*17(03(5$785(6
$6+5$(+,*+
& ) 6285&( (/72520&$6
& ) 6285&( (/72520&$6
,19(57(563(5 %5$1&+
0$&$&&855(17
0$;$&28738732:(5
675,1*'(7$,/6
675,1*&$/&8/$7,216
%5$1&+
6<67(06800$5<
$55$<67&32:(5
$55$<37&32:(5
0$;$&&855(17
0$;$&32:(5
'(5$7(' &(& $&32:(5
0,&52,19(57(5 63(&6 02'8/(63(&6
(13+$6(,4$86
$&92/7$*( 9
*5281'
)/2$7,1*
0$;2&3' $
5$7('32:(5 :
0$;287387 $
0$;,1387 $
0$;,1387 9
()),&,(1&< &(&
5(&62/$55(&$$385(%/$&.
30$; :
37& :
,6& $
,03 $
92& 9
903 9
7(03&2())2)92&
9.
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
'(6,*17$%/(6
39
'(6,*17$%/(6
1920 S Kilson Dr
05/31/22
$&',6&211(&7
$&3+27292/7$,&32:(5 6285&(
7+,63$1(/,6)('%<
08/7,3/(6285&(6
87,/,7< 62/$5
0$;$&23(5$7,1*&855(17
$&23(5$7,1*92/7$*(
0$;
9$&
:$51,1*
(/(&75,&6+2&. +$=$5'
7(50,1$/621%27+/,1($1'/2$'
6,'(60$<%((1(5*,=(',17+(
23(1326,7,21
>&(& & @3/$&(7+,6/$%(/21$//
',6&211(&7,1*0($16:+(5(
(1(5*,=(',1$123(1326,7,21
>&(& @3/$&(/$%(/$7,17(5$&7,9(32,172)
,17(5&211(&7,21 $70$,16(59,&(3$1(/$1'
68%3$1(/,)$33/,&$%/(
>&(& % @3/$&(/$%(/21$//(48,30(17
&217$,1,1*29(5&855(17'(9,&(6,1&,5&8,76
6833/<,1*32:(5 72$%86%$5 25 &21'8&7256
6833/,(')52008/7,3/(6285&(6
>&(& & @3/$&(21$&',6&211(&7
$&3+27292/7$,&
',6&211(&7
:$51,1* 3+27292/7$,&
32:(5 6285&(
>&(& * @3/$&(21-81&7,21%2;(6
$1'&21'8,7(9(5<
78515$3,'6+87'2:1
6:,7&+727+(
2))326,7,2172
6+87'2:1396<67(0
$1'5('8&(
6+2&. +$=$5'
,17+($55$<
62/$5 396<67(0(48,33('
:,7+5$3,'6+87'2:1
62/$5 (/(&75,&
393$1(/6
)25 396<67(067+$76+87'2:17+($55$<$1'
&21'8&7256/($9,1*7+($55$< 6,*172%(/2&$7('
2125 12025(7+$1)7$:$<)5206(59,&(
',6&211(&7,1*0($1672:+,&+7+(396<67(06$5(
&211(&7('$1'6+$//,1',&$7(7+(/2&$7,212)$//
,'(17,),('5$3,'6+87'2:16:,7&+(6,)127$77+(
6$0(/2&$7,21>&(& & $ @
>&(& % & @3/$&(7+,6/$%(/$732&72
6(59,&(',675,%87,21(48,30(17
:$51,1*
7+,6(48,30(17)('%<08/7,3/(6285&(6
727$/5$7,1*2)$//29(5&8555(17
'(9,&(6(;&/8',1*0$,16833/<
29(5&855(17'(9,&(6+$//127
(;&(('$03$&,7<2)%86%$5
$
:$51,1*
32:(5 6285&(
287387&211(&7,21
'21275(/2&$7(7+,6
29(5&855(17'(9,&(
&(& % % 3/$&(7+,6/$%(/$732&72
6(59,&(',675,%87,21(48,30(17 ,(0$,13$1(/
$1'68%3$1(/,)$33/,&$%/(
68%
3$1(/
0(7(5
0$,16(59,&(
3$1(/
:+(1
5(48,5('
$&
',6&211(&7
352'8&7,21
0(7(5
$&
',6&211(&7
:+(1
5(48,5('
:+(1
5(48,5('
:+(1
5(48,5('
$&/2$'
&(17(5
:+(1
5(48,5('
-81&7,21
%2;
522)723$55$<
3/$&$5'/$%(/',5(&725<
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
3/$&$5'6
1920 S Kilson Dr
05/31/22
32:(5 727+,6%8,/',1*$/626833/,('
)5207+()2//2:,1*6285&(6:,7+
',6&211 (&76/2&$7('$66+2:1
&$87,21
6(59,&(%<48$/,),('3(56211(/21/<
1
$5
5(9 '(6&5,37,21 %< '$7(
3$3(5 6,=( ; $16,%
'5$:,1*7,7/(
'5$:1%<
&+(&.('%<
'$7(
'5$:,1*12 5(9,6,21
(1*,1((5 2)5(&25'
$)
1(: 396<67(0 N:S
-26(
6$/$=$5
6.,/621'5
6$17$$1$&$
$31
39
3/$&$5'0$3
39
3/$&$5'0$3
;',6&211(&7',5(&725<3/$48(
,167$//$70$,16(59,&(3$1(/
)250$7
:+,7(/(77(5,1*21$5('%$&.*5281'
0,1,080,1&+(6/(77(5+(,*+7
$///(77(566+$//%(&$3,7$/,=('
$5,$/256,0,/$5)217 121%2/'
0$7(5,$/
5()/(&7,9(:($7+(55(6,67$170$7(5,$/68,7$%/()257+((19,5210(17
86(8/ $667$1'$5')25:($7+(55$7,1*
'85$%/($'+(6,9(0$7(5,$/6
6.,/621'56$17$$1$&$
87,/,7<0(7(5 $1'
0$,16(59,&(3$1(/
$&',6&211(&7
<28$5(+(5(
522)723
39$55$<
68%3$1(/
',6&/$,0(5 81$87+25,=('86(2)7+,6'5$:,1*6(7
:,7+287:5,77(13(50,66,21)520,1),1,7<62/$5,1&,6,1
9,2/$7,212)86&23<5,*+7/$:6$1':,//%(68%-(&772
&,9,/'$0$*(6$1'3526(&87,216
,1),1,7<62/$5,1&
1*/$66(//67$
25$1*(&$
3+21(
/,&12 &
1920 S Kilson Dr
05/31/22