HomeMy WebLinkAboutSOLR-19-2140 4.40,_,..i.
City of Arcadia, CA Permit NO.SOLR 19-2140
Development Services Department ikftfiiujUftwacIas!cahon
ostOffice Box 60021 it I VI Solar-Residential-
-
I (626)574-6416 - - ext,;f. " ,Permit Status:Issued
ARCADIAIseueDate 1O/ 2/20191 Expiration: 04/19/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip 1 Parcel Number
2308 S FOURTH AVE Arcadia,CA 91006-5326 5790024017
m. .. .. ., . b...� m.....,.-
Contacts
KVE,DANIEL AND ESTHER Owner SOLAR UNLIMITED INC` Contractor ,
2308 4th AVE,Arcadia,CA 91006 52 Magnolia BLVD,Burbank,CA 91502
(818)843-1633 393565
Description:ROOF MOUNTED SOLAR SYSTEM 24 MODULES,1 Valuation: $ 0.00 Tenant
INVERTER
Total Sq Feet: 0.00 Plan Check ii Plan N
Fees Amount payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt N REC-02859-19 $308.24
Fire Plan Check Fee Residential $50.00
Amount Due: $0.00
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $308.24
Iii
CO1PLEED
IfCALLS FOR INSPECTIONS
r , 1 I },._ 1 Request for inspection by telephone at 626-574-5450. Leave a message
Nf�V VY�I, 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
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
Arcadia building inspector for a period of 180 consecutive days.
October 22, 2019
Issued By: Date
October 22,2019 Page 1 of 1
ate,,: G ,
el1_ PERMIT/PLAN REVIEW APPLICATION
Pk °:.:: f.-�.
•Edj*' Development Services Department, 240 West Huntington Drive,Post Office Box 60021
` •
mmaa„on, 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 orce and effect. /� z' ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class "l se No. 5S�SDate"I I..V I ZU compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I Signature of Contractor
rExp.
OWNER-BUII.DER DECLARATI N ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I'n xempt 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.��,7Iy workers'compensation insurance/n�__ rycAarrier and policy,nlumbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier Yl fl( -tavd l nins. W rnI- l op N
demolish,or repair any structure,prior to its issuance,also required the applicant 2 O C11 1 'UM
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 ❑ 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, forthwith comply with those provisions.
or my employees with wages as their sole J
compensation,will do the work,and the structure is not intended or offered for /�,,, I,,/� 0160----
sale
sale(Section 7044,Business and Professions Code:The Contractors License Date 122 Signature (/✓`^�YJ U�"�—
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 thecost 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'sfees.
0 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:
I. 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 la r e S SP' pk. Title O� (ere eoovd Il/1G y
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 e e upon the above-mentioned property for inspection purposes. q
/�Iln,c/y)a- 22 i 1
Signature w ('"t Date I I
(E)400A MSP — SYSTEM CONFIGUARTION
' Solar Contractor shall field verify all framing (N)B_OA AC DISCONNECT
conditions and confirm framing is capable of (N)SOLAREDGE
112BRAIICHOF12
CANADIAN SOLAR CS3U385M5
CEss,o
supporting roofing live loads prior to solar SE7600S(240)(511) WITH MODULSOLARCOGE OPTIMIZER P400 UNDERNEATHEACH MODULE CONNECTED TO 1 UNDEROGE
energy Installation. (N)3/4'EMT CONDUIT SE7600H-US(240)(511)(240V)INVERTER
EXTERNALRC587331-21 * ROOF ANO MOUNTING DAILS
01' ROOFTYPE : FLATTILE
O 19 2019 RAFTER/TRUSS SIZE : SEE PLAN
www.Loyd W Martin.com ❑ e i 1/ / 3'PRO-SOLAR ROOF JACK
Solar Structures Engineering I I ATTACHMENT TYPE : WITH IRONRIDGE XR RAIL
#2019-3603 Structural Only -° (N)JUNCTION BOX
CI
2 X 8 RAFTERS 024"0.C..(TYP.) - ad--
t, . --+ f E O, ROOF AREA STATEMENT
-- ° '4
e - a MOD ROOF FACE ARRAY
_
(N)ATTACHMENT POINTS - -�f -- - ROOF----------- _I .07Y AZIMUTH TILT AREA AREA
072'-O.C.MAX. -
______ _ _ _ MI On 14 90° 18° 797.9150.FT 304.40 SOFT
IRONRIDGE XR RAILNEON_ • —__
r _ y°' . 10 270° 18° 684.79 SOFT 217.9080.FT
_
SOLAREOGE OPTIMIZER P400 — �� ■ m
(N)CANADIAN SOLAR Ilellealin `—n."� '
CS3U-385M5 MODULES rMMISIMMaini LEGEND:
-
0 VENT PIPES A DORMER VENTS
, -.11111.111t, t
co
O CO ®CHIMNEY ® VENT/SKYLIGHT
u
I
C C
0
12'-3' 13'-1' 3' - 26'-3' 3' —
NOTE:Tile hooks at Zones 2 8 3(Edge and Corner Zones) 3' I
shallbe spaced O.C.max.Tile hooks at Zone 1(Interior u
Zone) b spaced may be at O.C.max. u
e
ROOF PLAN WITH MODULES LAYOUT
SCALE a02'=1'L"
E
CLIENT: REVISIONS: DATE TITLE: SHEEP.
DANIEL KYE DESCRIPTION DATE REVISION 10/18/2019
��� �p Solar UnlimitedServices
AFAR 70 W Ilya Oak ,
2308 S 4th AVE DESIGN ROOF PLAN WrH PV-2A
Arcadia,CA 91007 ARCADIA,CA 91006 TMG MODULES LAYOUT
(/ppm iIt� Tel:(818)843-1633 TEL:(909)-240-2600 -
JOB
No.: SU-19-10-003
1.
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance, CA 90505 TeI:1 .310.464.1804
Email: Ioydwmartin@gmail.com www.loydwmartin.com
Determine Loading on Roof Rafters
90 ESS/04—
Dead and Live Loads without Panels: •'° . S,\
�
. o r
Flat Tile Roofing = 8.0 psf `d` No. C58724 1
1/2 Sheathing = 1.5 psf * Exp.3-31-21
Rafters @ 24" O.C. = 1.0 psf sr dull �e
5/8" Drywall = 3.1 psf q'sopcpt.\F3�`�
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 Com (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
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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:
Daniel Kye ResidenceQ
�aROFEss/p4,,
ire
2308 S 4th Ave., co 64, "'
Arcadia, CA 91006 No. C58724
* Exp.3-31-21 *
Applicable Codes: s, c,v„ ,Q
9 OF c
2016 California Building Code, 2016 California Electric Code,
2016 California Mechanical Code, American Society of Civil Engineers
Standard ASCE 7-10 Minimum Design Loads for Buildings and Other
Structures, 2015 American Forest & Paper Association, National Design
Specification for Wood Construction, Local Municipal Code, and all other
codes which are adopted by 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
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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"0.C.*:
(Assume max rafter span = 20 ft.)
WDL+LL
W = 35.3 psf x 2 ft. = 70.6 plf
R1 R2
20'
ftOF ESS/0414!
•
Total load on rafter = 70.6 plf x 20 ft. = 1,412 lbs o 41/ ,‘t 2
S No. C58724 t
-&t
Exp.331-21
CIVIC ?'
,eOF cAII o
'Note: Contractor to Field Verify Framing
Sht# 2 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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 2x6 Rafters 24"O.C.:
P PP P
wLLI 66
wDL )))))///%//////////////////))/
wDL,LL = 35.3psf x2ft. = 70.6plf 9 1
R1 R2
20'
6' 11' I 3'
Total load on rafter = 70.6 plf x 9 ft. + 30.6 plf x 11 ft. + ( 6' x 2.75' x 3 psf x 4 )
= 1,170 lbs < 1,412 lbs OK
Check attachment of Support to Existing Structure for Wind Uplift
CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND
CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT
FOR TYPICAL CRITICAL LOAD WHICH IS THE INTERIOR ZONE - ZONE 1
NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA:
"FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE
GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER."
PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 110 MPH ;F��
ASS
EFFECTIVE AREA = 15 SQ FT �;''o _ z
`� No. C58724
INTERPOLATION OF WIND UPLIFT FORCE: * 3-31-21
Pnet3o = -19.65 psf sT CIVIt
9'* OF CAO°.
Sht# 3 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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 attachment of Support to Existing Structure for Wind Pressure - Cont'd
Tributary Area to Each Solar Mount = 6 ft. x 2.75 ft. = 16.5 sq. ft. ( Max )
Calculate Load at each support:
sAkOFESS104,9
Pnet= A K2t I Pnetso Eq'n 30.5-1 ASCE 7- 10 ' l<Dy
A = 1.0 Wind Speed 110 mph Exposure B No. C58724
Kn = 1.0 * Exp.3-31-21
I = 1.0 s4
�P
civ1t
Pnetso = 19.65 psf ' cAlWe'�
Pnet = 1.0 x 1.0 x 1.0 x (19.65 psf) = 19.65 psf
Nominal (Unfactored) Pressure at each support = 19.65 psf x 16.5 sq. ft. = 324 lbs
Note: Section 2.4.1 of ASCE 7- 10, Basic Load Combinations for Allowable Stress
Design. Note: Applicable Load Combination #5 : D + 0.6W
Dead Load = 3.0 psf
Wind Load = 19.65 psf
Design (Factored) Load at each support:
3 psf+ (0.6 x 19.65 psf) = 14.8 psf
where:
Y = Distance between 2 lag screws
= 1.7"
Y Y' = Moment arm to 1st lag screw
` = 8.9"
00111110-#;"-
Sht#4 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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 attachment of Support to Existing Structure for Wind Uplift - Cont'd
Moment due to Load = (14.8 psf x 16.5 sq. ft.) x 8.9 inches
= 2,172 in-lb
Load to lag screw = 2,172 in-lb / 1.7 in
= 1,278 lbs
Determine allowable load per 5/16" lag screw w/ 325" embedment into wood below
according to the 2015 NDS. '
W ' = W x Cd x Ct Table 10.3.1 2015 NDS
where:
W = 266 lbs / in. of embedment per Table 12.2A
Cd = 1.6 per Table 2.3.2 of 2015 NDS
Ct = 1.0 per Table 10.3.4 of 2015 NDS
W ' = 266 lbs/ in. x 3.25 in. x 1.6 x 1.0 = 1,383 lbs > 1,278 lbs OK
OK. Use Tile Hooks with (2) 5/16" x 3.5" Lag Screws
with 3.25" min. embedment into wood, at 72" O.C.
max, as per Plans to Manufacturer's instructions.
NOTE: Tile hooks at Zones 2&3 (Edge and Corner Zones)shall
be spaced at 4' O.C. max. Tile hooks at Zone 1 (Interior Zone)
may be spaced at 6' O.C. max.
Q(tOFESS/pnq
cc° o M �c�
No. C58724
� Exp.3-31-2�
'r��T CIVI\- �\Q
F OF C Al\F��
Sht# 5 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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 5,100 sq. ft.
Approximate
Effective = 5,100 sq. ft. x 30 psf ave. = 153,000 LBS
Seismic Weight
DETERMINE BASE SHEAR
V = Cs W EQ'N 12.8-1 ASCE 7-10
Cs = Sps EQ'N 12.8-2 ASCE 7-10
rRl
R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1
R = 6.5 WOOD SHEAR WALLS
9,0 E837O;
le = 1.0 IMPORTANCE FACTOR .6) w. M �F
Sips = 2/3 x SMs EQ'N 11.4-3 ASCE 7-10 0 No. C58724 `r
SMs= FA x Ss EQ'N 11.4-1 ASCE 7-10 * EXP•3-31-21 llt
T Clvlt �Q
SMs= 1.0x1.5 = 1.5 "OFCAtAr
SDs = 2/3x1.5 = 1.0
1.0
Cs = 651 = 0.154 EQ'N 12.8-2 ASCE 7-10
1
Sht# 6 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
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 = 0.154 x 153,000 LBS = 23,562 LBS EQ'N 12.8-1 ASCE 7-10
DETERMINE NEW BASE SHEAR
Determine Seismic Weight of Building with Solar Array:
EXISTING
SEISMIC = 153,000 LBS
WEIGHT
NEW SOLAR
ARRAY = 3 PSF x 24 PANELS x 3.3' x 5.5' = 1,307 LBS
NEW
SEISMIC = 153,000 LBS + 1,307 LBS = 154,307 LBS
WEIGHT
THEREFORE NEW BASE SHEAR:
V = 0.154 x 154,307 = 23,763 LBS EQ'N 12.8-1 ASCE 7-10
% CHANGE = 23,763 LBS - 23,562 LBS x 100 = 0.9 % < 10% OK
23,562 LBS
OK. PER ASCE 7-10 SECTION 11.B.4 ALTERATIONS
EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT
FROM ANALYSIS SINCE NEW SEISMIC FORCE IS
LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE.
�oe%OFESSi0NNI
"Alterations are permitted to be made to any structure without requiring the o Mqr' Fey
existing structure to comply with this standard provided the alterations comply No. C58724
with the requirements for a new structure.Alterations that increase the
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 c k Civ 1c ��P
seismic forces by more than 10 percent shall not be permitted unless the of C AL�EO'-
entire seismic force-resisting system is determined to comply with this
standard for a new structure."
End of Calculations
• Sht# 7 of 7
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
,
Loyd W. Martin Professional Engineer, Inc.
2510 W. 237th St. #206 Torrance, CA 90505 TeI:1 .310.464.1804
Email: Ioydwmartin@gmail.com www.loydwmartin.com
Determine Loading on Roof Rafters
Dead and Live Loads without Panels: «oQROFE s;
rp Il c3
Flat Tile Roofing = 8.0 psf No. C58724
1/2 Sheathing = 1.5 psf * Exp.3-31-21
Rafters @ 24" O.C. = 1.0 psf
d?/). Civet tP
5/8" Drywall = 3.1 psf s of cWO-
Misc.
O-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
2019-3603 Solar Unlimited Daniel Kye Residence Date: October 19, 2019
F : t -
DocuSign Envelope ID:94A9AA9F-6E83-426C-8DAD-D9AD36173709
,'Wil12t,. A
4 if Pr? .ell
AFFIDAVIT.SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS '
AND CARBON MONOXIDE ALARMS'
Property Address: - 2308 S.4th Ave., Arcadia, CA 91006
Permit Number: SOLR-19-2140
Brief Job Description: roof mounted solar system 24 modules. 1 inverter
Number of smoke alarms installed: o
Number of carbon Monoxide alarms installed: 3S Io
When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created,
Smoke alarms shall be installed in each sleeping room, and outside each separate
sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the "
dwelling, including basements and habitable attics as required by Section R314 of the 2016
California Residential Codes(CRC) and California Health and Safety Code,Section 13113.7.
For dwellings or-sleeping units containing fuel burning appliances'or having attached
garages, carbon monoxide alarms shall be installed outside each separate sleeping
area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements as required by Section R315 of the of the 2016 California
Residential Code(CRC).
r
Multi-purpose alarms (combination carbon_monoxide and smoke alarms) may be used.
All alarms shall comply with requirements for listing and approval by the Office of the State Fire
Marshal. http://osfm.fire.ca.qov/licensindlistings/licenselistinq bml searchcotest.php
As owner of the above referenced property, I hereby,certify that the smoke alarms and carbon
monoxide alarms have been installed in accordance with the-manufacturer's instructions and in
compliance with the code sections referenced above.
I declare under penalty of perjury that the foregoing is true and correct, and that this •
' declaration was executed on (Date) 10/30/2019 , - at Arccadia, California.,
Owner's Name (printed/typed): Daniel Kye
1 n-� ' '
Signature of Owner: 1‘114i1-1; .
This affidavit must be returned,to the City ofArcadia inspector prior-to final inspection
\nrr