HomeMy WebLinkAboutSOLR-21-0002 s.�. �saa vh �"�`"era ' � ��E ° � �a '"�ba,�z "a°a�. rs
a � Perm�tO SOAR� Z 0002
t City of Arcadia, CA � x, 4k 2,.1 t
, / Development Services Department , v p `i -" ,g � '�',` �f,aa, Rermit Type Solar n.
g� �, $ 240 West Huntington Drive,Post Office Box 60021 x r e ` V o a . fw t`R" „ ' '
i �.., i 4 Work class, capon Solar,Residential Overt1U KV
' L. „fl��*a, Arcadia,CA 91066-6021 i , f4 °4, 4� : Syr '
626 574-5416 ` z
(°, {'``.§ I ) ' b i ,, w .P2r1--.1.. Status (SSUeC�
A i CAD A. ' t issue Date 03/19/2021''I Expiration: 03/21/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
ry
152 W LEMON AVE Arcadia,CA 91007-8029 5782023007 1
Contacts
DANIEL ELLIOTT Owner THE BIG DEAL SOLAR INC Contractor
152 W LEMON AVE 18217 HARLEYJOHN RD, RIVERSIDE,CA 92504
(951)776-6652 1064475
Description:ROOF MOUNTED SOLAR SYSTEM 47 MODULES,3 Valuation: $ 0.00 Tenant
ECHO ESS,200 A LOAD PANEL
Total Sq Feet: 0.00 Plan Check# Plan#
Fees,: Amount Payments Amount Paid
Battery Storage Device $159.00 Total Fees $483.72
Building Plan Check Fee Residential $100.00 Cash/Receipt#REC-07093-21 $483.72
Distribution Panel $16.48
Amount Due: $0.00
Electrical Permit Issuance Fee $47.01
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $483.72
CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
,ii complETED ,
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
6-ZY-Zl /�' '� Arcadia building inspector for a period of 180 consecutive days.
March 19, 2021
Issued By: Henry Kemick Date
March 19,2021 Page 1 of 1
ii ,! PERMIT/PLAN REVIEW APPLICATION i
43j� Development Services Department,240 West Huntington Drive,Post Office Box 60021
Arcadia, CA 91066-6021, (626)574-5416,Fax(626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
CI hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of El I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License Date Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attomey's fees.
❑I, as owner of the property, am exclusively contracting with licensed - - -contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address -
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal;stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
Name _ Title
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes.
Signature Date - _
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Structural Calculations for a Roof Mounted Solar Photovoltaic System for:
Elliott Residence �oowEssoNNl
152 W Lemon Ave., Q.
2
Arcadia, CA 91007
No. C58724
1-7.•.::- cl��. " '1/411 L)cl',�6 1.coe9Zt 1k Exp.3 31 21
Applicable-Codes: \ t o Mies , P
-- - veif�Vil �� TI: ) �� ,t ``�� CIVIC ��
rl�a .w be. e FO
;�_ '�t F C A1.
2019 California Buil ,ipg„ acte';i'20"' l9,.C,alifornia Electric Code, t
2019 Cal forr s 4'fi,,,tanicatICCS40,Artlevi,in,� Societyof Civil Engineers
Standard ASIE '-, elViirii i.i, l peai� rr e2 p,.'d for Buildings and Other
Structures, AOr,pan' o Qouncii E20`1$, National Design Specification
for Wood CoOtroctiottf,' 'Oc.pl, Muttidii5al Code, and all other codes which
are adopted byt reference or enacted by law.
Assumed Design Parameters:
The existing structure has been built under a building permit and is in its
original condition. The existing roof structure is capable of its code
required live load and the ability of the roof structure to support live loads
has not been substantially reduced by the age of the structure, termites or
mold, or unauthorized modifications to the existing structure. Solar Energy
Contractor shall make inspection of the existing roof framing system prior
to installation of the roof mounted solar energy system to verify that the
existing roof is capable of supporting minimum roof live loads.
Assumed Design Parameters:
All 2x members are grade Douglas Fir #2 or better
All 4x members are grade Douglas Fir #1 or better
All Roof Connectors are Simpsons Strong-Tie or Equal
All Concrete Foundations are fc = 2500 psi or stronger
Original Structure was built to the Type-V Wood Framed Standards
of the Applicable Building Code at the time of Construction.
Sht# 1 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Note to Building Official:
Based upon a review of the proposed plans I am confident that the
existing roof framing system is capable of safely supporting the additional
loads caused by the solar photovoltaic energy system. The contractor
shall field verify that the existing roof structure is in its original permitted
condition and verify that it can support the normal code required roof live
loads. Attached in this package are several calculations showing that the
roof members can support the additional weight of the solar array.
Furthermore, an analysis of the solar array's support for wind forces and a
seismic analysis of the existing structure are also included.
Check 2x6 Rafters @ 24" O.C.*:
(Assume max rafter span = 10.2 ft.)
wDL+LL
w = 35.3 psf x 2 ft. = 70.6 plf
R1 R2
10.2'
Total load on rafter = 70.6 plf x 10.2 ft. = 720 lbs eR______
os._. o y
No. C58724
* Exp.3-31-21
9
le'CFC0°.
*Note: Contractor to Field Verify Framing
Sht# 2 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check 2x6 Rafters @ 24" O.C.:
P P P
6 V V
WDLV////////////////////////////A
w DL+LL = 35.3 psf x 2 ft. = 70.6 plf I
RI 1 R2
10.2'
Total load on rafter = 30.6 plf x 10.2 ft. + ( 6' x 2.75' x 3 psf x 3 )
= 461 lbs < 720 lbs OK
Check attachment of Support to Existing Structure for Wind Uplift
CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-16 WIND LOADS ON BUILDING
APPURTENANCES AND OTHER STRUCTURES Section 29.4.4 THEREFORE CHECK
ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2.
NOTE: PER DEFINITION ON SHEETS 246 & 247 OF ASCE 7-16 EFFECTIVE WIND AREA:
"FOR ROOFTOP SOLAR ARRAYS, THE EFFECTIVE WIND AREA IN FIG. 29.4-7 IS
EQUAL TO THE TRIBUTARY AREA FOR THE STRUCTURAL ELEMENT BEING
CONSIDERED, EXCEPT THAT THE WIDTH OF THE EFFECTIVE WIND AREA NEED NOT
BE LESS THAN ONE-THIRD ITS LENGTH."
eckoF Essokt
EFFECTIVE AREA = 15 SQ FT c o y
No. C58724 11
* Exp.3-31-21
`f Cl_,. IV1� �Q
9FCF CALF''
Sht# 3 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 TeI:1 .310.464.1804
Email: Ioydwmartin@gmail.com www.loydwmartin.com
Check attachment of Support to Existing Structure for Wind Uplift - Cont'd
Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
Calculate Design Wind Pressure at each support (Wind Speed 130 mph Exposure C):
P=gh(GCp)(YE)(Ya) Eq'n 29.4-7 ASCE 7-16
qh=0.00256KKKaKdKeV2 Eq'n 26.10-1 ASCE 7-16
Note:
KZ = velocity pressure coefficient, Section 26.10.1 ASCE 7- 16 oQ�oFESS764�
KZ = 0.9 (Exposure C, Height = 20 ft or less) �
KZt= Topographical Factor = 1.0 No. C58724
Kd = Wind Directionality Factor = 0.85 * Exp.3-31-21
Ke = Ground Elevation Factor = 1.0 (54 civ��
V = 130 mph ; VASp= 101 mph Table 1609.3.1 2019 CBC °F CAl-er
qh= 0.00256 (0.9) (1.0) (0.85) (1.0) (101)2
qh=20 psf
GCp = -2.0 (Zone 2 ; Effective Area = 15 sq. ft. )
YE = Exposure Factor = 1.5
Ya = Solar Array Pressure Equalization Factor = 0.7 Fig. 29.4-8 ASCE 7- 16
P=gh(GCp)(YE)(Ya)
p=20 psf (-2.0) (1.5) (0.7) = -42 psf
Nominal (Unfactored) Uplift at each support = 42 psf x 16.5 sq. ft. = 693 lbs
Note: Section 2.4.1 of ASCE 7- 16, Basic Load Combinations for Allowable Stress
Design. Note: Applicable Load Combination #5 (D + 0.6W)
Design (Factored) Uplift at each support = 0.6 x 693 lbs = 416 lbs
Load per lag screw = 416 lbs /2 = 208 lbs
Sht# 4 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: Ioydwmartin@gmail.com www.loydwmartin.com
Check attachment of Support to Existing Structure for Wind Uplift - Cont'd
Determine allowable load per 5/16" lag screw w/2.5" embedment into wood below
according to the 2018 NDS.
W' = W x Cd x Ct Table 10.3.1 2018 NDS
where:
W= 266 lbs / in. of embedment per Table 12.2A
Cd = 1.6 per Table 2.3.2 of 2018 NDS
Ct = 1.0 per Table 10.3.4 of 2018 NDS
W' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 208 lbs OK
Use Support connected to 2x Min. Roof Member
w/ (2) 5/16" x 3" lag screw per connection minimum.
<5)9R0FESS/04,9l
o� c
0 No. C58724
* Exp.3-31-21
tpi,
9TF OF C Al-°°
Sht# 5 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Check Seismic load due to added dead load of photovoltaic system.
Determine Seismic Weight of Existing Building:
Effective Existing Seismic Weight
Area of(E) Building = Approximately 8,100 sq. ft.
Approximate
Effective = 8,100 sq. ft. x 30 psf ave. = 243,000 LBS
Seismic Weight
DETERMINE BASE SHEAR
V = Cs W EQ'N 12.8-1 ASCE 7-16
Cs = SDS
EQ'N 12.8-2 ASCE 7-16
R
le
R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1
R = 6.5 WOOD SHEAR WALLS
le = 1.0 IMPORTANCE FACTOR <oQROFESB/pNgl
SpS = 2/3 x SMS EQ'N 11.4-3 ASCE 7-16 `� No. C58724
SMS= FA FAx SS EQ'N 11.4-1 ASCE 7-16 Exp.CIV1� ��P
3-31-21
`njq
SMS= 1.2x1.5 = 1.8 rF
OF c tkl.
SpS = 2/3 x 1.8 = 1.2
1.2 EQ'N 12.8-2 ASCE 7-16
Cs = 1-6.5] = 0.185
1
Sht# 6 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
EXISTING BASE SHEAR
V = 0.185 x 243,000 LBS = 44,955 LBS EQ'N 12.8-1 ASCE 7-16
DETERMINE NEW BASE SHEAR
Determine Seismic Weight of Building with Solar Array:
EXISTING
SEISMIC = 243,000 LBS
WEIGHT
NEW SOLAR
ARRAY = 3 PSF x 49 PANELS x 3.3' x 5.5' = 2,668 LBS
NEW
SEISMIC = 243,000 LBS + 2,668 LBS = 245,668 LBS
WEIGHT
THEREFORE NEW BASE SHEAR:
V.= 0.185 x 245,668 = 45,449 LBS EQ'N 12.8-1 ASCE 7-16
% CHANGE = 45,449 LBS - 44,955 LBS x 100 = 1.1 % < 10% OK
44,955 LBS
OK. PER ASCE 7-16 SECTION 11.B.3 ALTERATIONS
EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT
FROM ANALYSIS SINCE NEW SEISMIC FORCE IS
LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE.
.��0:0 ESS/04,,
"Alterations are permitted to be made to any structure without requiring the co
existing structure to comply with this standard provided the alterations comply
with the requirements for a new structure. Alterations that increase the No. C58724
seismic force in any existing structural element by more than 10 percent or * Exp.3-31-21
decrease the design strength of any existing structural element to resist
seismic forces by more than 10 percent shall not be permitted unless the qie OF'C Ocif
entire seismic force-resisting system is determined to comply with this
standard for a new structure."
End of Calculations
Sht # 7 of 7
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
•
Loyd W. Martin Professional Engineer, Inc.
9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804
Email: loydwmartin@gmail.com www.loydwmartin.com
Determine Loading on Roof Rafters
�oQ�tOF ESS/pN9l
Dead and Live Loads without Panels: co e M � 2
0 No. C58724
Flat Tile Roofing = 8.0 psf
1/2 Sheathing = i
.5 psf * ExP•3-31-21
@ 24" O.C. = .0 psf ��9TF ����� ;A-
Rafters
OF cA��F
5/8" Drywall = 3.1 psf
Misc. / Insul = 1.0 psf
Dead Load = 14.6 psf
w/ DL Corr. (1.05) = 15.3 psf
Live Load = 20.0 psf
Total Load = 35.3 psf
Dead Loads with Panels:
Flat Tile Roofing = 8.0 psf
1/2 Sheathing = 1.5 psf
Rafters @ 24" O.C. = 1.0 psf
5/8" Drywall = 3.1 psf
Misc. / Insul = 1.0 psf
Dead Load = 14.6 psf
w/ DL Corr. (1.05) = 15.3 psf
Total Load = 15.3 psf
Solar Array = 3.0 psf (Note: Solar Loads are point loads on members)
Total Load with Solar Array = 18.3 psf < 35.3 psf OK
Sht#R1
2020-3351 Desert Clean Energy Elliott Residence Date: November 21, 2020
•
PERMIT/PLAN REVIEW APPLICATI®N
I t.\ Development Services Department, 240 West Huntington Drive,Post Office Box 60021
` Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173
ONLINE PERMIT/PLAN REVIEW APPLICATION
Crrv[w
A C IA Job Site Address: � � �/ � 0��
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
IDI hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class c46 License No. 1064475 Exp. Date 10-31-22 compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor
OWNER-BUILDER DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section
El hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct, alter,improve, Carrier State Fund
demolish,or repair any structure,prior to its issuance.also required the applicant 9280160-2020
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code) or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of ElI certify that in the performance of the work for which this permit is issued.I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars(S500)): compensation Laws of California.and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. )A�
compensation,will do the work,and the structure is not intended or offered for 3.19.214.d1/L4-� '/LCilZa
sale(Section 7044, Business and Professions Code:The Contractors License Date Srgnature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees, provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attomey's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
QI am exempt under Section 7044,Business and Professions Code,for this reason: '
e Lender's Name
3 19 21 �¢dliL0.2 %d afia4G i
Date 110atini . ._a Lender's Address
IMPORTANT: APPI.,ICATIO.N IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOI..1,OWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for
further information.
Name. Title _
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above mentioned property for inspection purposes.
Signature Date 3.19.21
SOLAR FLASHING Project Scope: N
—1 -C'.)-ORFIDGE Install 47_Solar Modules
STAND OFFS und/Roof mounted with ! 1y
FLASHING _3_love . WEST(EMO W E
MODULE Placards to be of red NAVENUE ,,.
FINISH ROOF lamacold plastic with 1 i white Arial font S
attached by pop-rivet 1
O unless NEMA 3 or
NEMA 4 rated,then
NO PENETRATING ZONE attawaterproof
uphold
waterproof integrity. / O
DRIVEWAY y—� f/
• - . ' //
19' w ' 7—ECHO SOLAR STORAGE SYSTEM
1 \/ 14
I—COMBINER BOX
1 1ZniA1411:W, '/d —(E)MAIN SERVICE PANEL
ARRAYS—\� ovr. 4iiiil '� III
I Wig" Ihig NI
>g J-BOXES(THWN-2,FROM INVERTERS TO J-BOXES)J
• 3'FIRE WALK�NI \\ taJ�
•
• \ II
21.5' ,1 f EXISTING POOL
*House has Automatic Fire Sprinklers FIRE TYP OF(6) L_ I
*2-Story House —_
MIN 2.5"EMBEDMENT FOR FASTENERS
ON ROOF FRAMING
All plumbing and mechanical roof vents to be clear from photo-voltaic array or extended
above the solar panels.Electrical Installation will comply with ALL NEW CODES ENPHASE SERIAL NUMBER -
I
OFFICE: 'CSLB LICENSE, SHEET NO
fDESERT 1064475 ELLIOTT RESIDENCE o ENCLEANERGY (760) 907-8640 ` ' 152 WEST LEMON AVENUE '" �Mar-z' pv—or
ARCADIA, CA 91007 PLOT AND WIRING PLAN
APN 578-202-30-07
18217 Harley John Road, Riverside, CA 92504