HomeMy WebLinkAboutSOLR-19-0252 rticiaociy City of Arcadia, CA Permit SOCR-19 0252
5 I7." Development Services Department 1 D �`t -r Permit Typel.Solar
s iI 240 West Huntington Drive,Post Office Box 60021 , 11 i,
Work Classification.Solar-Residential
Arcadia,CA 91066-6021 ) �_
r� (626)574-5416 " . Permit Status:Issued
ARCAD IAIssue Date:02/07/2019 Expiration: 08/13/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
2041 S SIXTH AVE Arcadia,CA 5790019024
Contacts
GUI CAO Owner SOLAR POWER SUPPLY* ;. Electrical Contractor
2041 6TH AVE,ARCADIA,CA 91006 (C-10)
2175 SAMPSON AVE 113,CORONA,CA 92879
(951)338-8060 1008748
Description:ROOF MOUNT PV SYSTEM FOR SFR.1 INVERTER/ Valuation: $ 0.00 Tenant
16 MODULES
Total Sq Feet: 0.00 .Plan Check 8 Plan R
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential 550.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt k REC-00364-19 $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 ye COMPLETED
•
7_24_17
r/�a� ac YA1 1 CALLS FOR INSPECTIONS
twvl 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
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.
ssu
Y v
February 07, 2019
IDate
February 11,2019 Page 1 of 1
OF A'
,/..+rogy,-<
I PERMIT/PLAN REVIEW APPLICATION
• m ' rY
stye 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
fJI 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 C 0 License No.�o D674f) Exp. Date I Ifi /i'1 compensation, as provided for by Section 3700 of the Labor Code, for the
✓1�Y/ .59 0 performance of the work for which this permit is issued.
c4VNER-BUILDER
gnature of Contractor .
DECLARATION f,I have and will maintain workers'compensation insurance,as required by Section
❑ I 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.Mqyy workers'
(compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier nCOqYGt
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number (c�0 7 o cf i — 2-7 IS
for such permit to file a signed statement that he or she is licensed pursuant to the
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
CII, 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 Z/0/'1 Si nature AC
CC
sale(Section 7044,Business and Professions Code:The Contractors License Date g
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or:rhYoughthl§-.1),u hey6.Own \_
employees,provided that such improvements are not intended'orbffereld for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sod wjthin one((I)kgirjof 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
attorney'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 penally 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
Cher information. `, �" ��,
abtI DGl1/) I� Title f-P.rfvll�— (�'OOr�trtul Ur
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 X(_r�upon the above- tinned property for inspection purposes.
Signature Y), V Date 9/`I
I /I
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:
Gui Cao Residence (9;0FEm 4(2041 6th Ave., l 0.
Arcadia, CA 91006 `d` No. C58724
* Exp.3-31-19 *
Applicable Codes: �1.9'FoFcnuc c--P
2016 California Building Code, 2016 California Electric Code,
2016 California Mechanical Code, American Society SoCiety.of,QiyikrvitMers
Standard ASCE 7-10 Minimum DesAg.{Leads for Buildings•andnOter
Structures, 2015 American Fo .tea'?;Pape i3St0again ANcplas ign
Specification for Wood Constr .-=:":"__1;t lth Mul�ilcij I '
r. e, and4rpther
codes which are adopted by re 'ice or en�ptaf� l.
".,..
e xulicatums must be ati
Assumed Design Parameters: t is setO1plansandsl
on the.,l
job at all limes and no chanes or alleralions
imwit
cciticati+on shall not
'' shall he made MO b�•the Bnildin,141����I n its
The existing structure has been tit]. It t f,� r,a tuiddlraid�Sera i
original condition. The existing roo k�{� rietisteap' lyl' . AA-rt�.de
required live load and the abilityef�y, 1, estrubt t4 fo support live loads
q : 't�n,4� PP
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 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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 (d 24" 0.C.*:
wDL+LL
w = 35.3psfx2ft. = 70.6plf LI 1
R1 R2
I 20.2'
IiwEssiotleM
Total load on rafter = 70.6 plf x 20.2 ft. = 1,426 lbs o y
`U No. C58724 g.
lk Exp.3-31-19 'k
lFof cAl\E���
'NOTE: Contractor To Field Verify Framing
Sht # 2 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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 A 24" O.C.:
WDL+LL 6 6 6 6 6
6.
WDL+LL = 35.3 psfx 2 ft. = 70.6 plf I wDL
R1 R2
20.2'
2.2'1L51 6.5' '1.51
Total load on rafter = 70.6 plf x 3.7 ft. + 30.6 plf x 16.5 ft. + ( 6' x 2.75' x 3 psf x 6 )
= 1,063 lbs < 1,426 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 EDGE 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 130 MPH QROFEssioyq
EFFECTIVE AREA = 15 SQ FT r is
2
INTERPOLATION OF WIND UPLIFT FORCE: No. C58/24
* Exp. 9
Pnet3o = -27.4 psf �rq�OF 3-31-1cm,
F���\P
Sht# 3 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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:
QROFESS/pN
Pnet= A Kit I Pnet30 Eq'n 30.5-1 ASCE 7-10 1;9 . M t
A = 1.0 Wind Speed 130 mph Exposure B ° r
0 No. C58724
Kn = 1.0 * Exp.3-3149
1 = 1.0 s". civic �,�'
Pnet3o = -27.4 psf \oF CAl\F0�
Pnet = 1.0 X 1.0 x 1.0 x (-27.4 psf) = -27.4 psf
Nominal (Unfactored) Pressure at each support = 27.4 psf x 16.5 sq. ft. = 452 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 = 27.4 psf
Design (Factored) Load at each support:
3 psf+ (0.6 x 27.4 psf) = 19.44 psf
where:
a
NUT WITH WASHER Y = Distance between 2 lag screws
f HEX BOLT = 12"
mil 1s"x42"LAG BOLT,
1STAINLESS STEEL Y' = Moment arm to 1st lag screw
Na..... .. = 5.6,.
=SEM
t
4"MIN. Q NOTE:PILOT HOLES
EMBEDMENT ti a REQUIRED FOR 5/16"
DIA.LAG BOLTS
Sht # 4 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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 = (19.44 psf x 16.5 sq. ft.) x 5.6 inches
= 1,796 in-lb
Load to lag screw = 1,796 in-lb / 1.2 in
= 1,497 lbs
Determine allowable load per 5/16" lag screw w/ 4" 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 4 in. x 1.6 x 1.0 = 1,702 lbs > 1,497 lbs OK
OK. Use Tile Hooks with (2) 5/16" x 4.5" Lag Screws
with 4" min. embedment into wood, at 72" O.C. max,
as per Plans to Manufacturer's instructions. c9c0FESS/0yge
•
NOTE: Tile hooks at Zones 2 & 3 (Edge and Corner Zones) shall "o err yy
be spaced at 4' O.C. max. Tile hooks at Zone 1 (Interior Zone) No. C55724 '
may be spaced at 6' O.C. max. * Exp.3 31.19 k
,y4. �IVI\• ��P
OF CAl\*C3
Sht# 4.1 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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 6,000 sq. ft.
Approximate
Effective = 6,000 sq. ft. x 30 psf ave. = 180,000 LBS
Seismic Weight
DETERMINE BASE SHEAR
V = Cs W EQ'N 12.8-1 ASCE 7-10
Cs = SDS 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
10,9coFESS/pN
le = 1.0 IMPORTANCE FACTOR W. 44
c� m
� No. C58724 �
SDS = 2/3 x SMs EQ'N 11.4-3 ASCE 7-10
VcCP.n717
SMS= FA x Ss EQ'N 11.4-1 ASCE 7-10 �SMS= 1.0x1.5 = 1.5CFcht. �
SDS = 2/3 x 1.5 = 1.0
1.0 EQ'N 12.8-2 ASCE 7-10
Cs = L651 = 0.154
1
Sht# 5 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
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
EXISTING BASE SHEAR
V = 0.154 x 180,000 LBS = 27,720 LBS EQ'N 12.8-1 ASCE 7-10
DETERMINE NEW BASE SHEAR
Determine Seismic Weight of Building with Solar Array:
EXISTING
SEISMIC = 180,000 LBS
WEIGHT
NEW SOLAR
ARRAY = 3 PSF x 16 PANELS x 3.3' x 5.5' = 871 LBS
NEW
SEISMIC = 180,000 LBS + 871 LBS = 180,871 LBS
WEIGHT
THEREFORE NEW BASE SHEAR:
V = 0.154 x 180,871 LBS = 27,854 LBS EQ'N 12.8-1 ASCE 7-10
% CHANGE = 27,854 LBS 27,720 LBS x 100 = 0.5 % < 10% OK
27,720 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. �OQp!)FE M p49(• �D
2
"Alterations are permitted to be made to any structure without requiring the No. C58724
existing structure to comply with this standard provided the alterations comply
with the requirements for a new structure.Alterations that increase the * Exp.3-31-19 *r
seismic force in any existing structural element by more than 10 percent or sfy C1VIt *P
decrease the design strength of any existing structural element to resist OF c
seismic forces by more than 10 percent shall not be permitted unless the
entire seismic force-resisting system is determined to comply with this
standard for a new structure."
End of Calculations
Sht# 6 of 6
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
,
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
Dead and Live Loads without Panels: oFEss/04,
A/- w.
Flat Tile Roofing = 8.0 psf o`- t y
1/2 Sheathing = 1.5 psf d` No. C58724
Rafters @ 24" O.C. = 1.0 psf * Exp.3-31-19
5/8" Drywall = 3.1 psf sr cI
Misc. / Insul = 1.0 psf OfCALGo9-
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
2019-274 SunGrade Solar Gui Cao Date: February 02, 2019
Residence 32364
PV SYSTEM SUMMARY LEGEND KEY
(18)LONGI LR880PB-300M 300W
(1)SOLAREDGE SE3800HU5 INVERTER ® MAIN SERVICE PANEL
(18)SOLAREDGE P320 OPTIMIZERS, O INVERTERWITH INTEGRATED
MOUNTED ON WE BACK OF EACH MODULE EXTERIOR PV EQUIPMENT DC DISCONNECT AND AFC!
MODULE WEIGHT:40.1 LBS (E)METERIMAIN E SUB PANEL
MODULE DIMENSIONS:671-1X 3985'W X ISTD (N)AC DISCONNECT PRODUCTION METER
\
INVERTER: 1 STRING OF 18 MODULES ALL (N)INVERTER ECONNECTED TO ASOLAREDGE — — — — — _ _ _ _ AC DISCONNECT
SE3800HUS INVERTER 0 ACLOADCENTER
MUM irt +B JUNCTION BOX
ROOF.SECTIONS I I A , . - • • // RRE CODE SETBACK
SECTION? I ❑ I •!I ':, DRIVEWAY
O MATERIAL FLAT TILE L . . . . d I % 7. THERMAL SOLAR
a
AZIMUTH:
TILT:1 73 4 II °I-T.4-'—� .A r
❑ i. ---- PROPERTY LINE
3
,' ' i. -- CONDUIT
•" I 'QI • I OO MODULE STRINGING
& •ONo.058724 7e I P.
-- I ` '
8.
Hir
4/1"
mJq� CIVIL 0�`P LI/���
OF CALIF Q I ❑ ❑ p .-- 1• = SOLAR POWER SUPPLY
February 08,2019 6 2175 SAMPSON AVENUE,SIRE 1131114
www.Loyd W Marlin.com I 0 <�� , 1 C CORONA.CA 92879
Solar Structures Engineering ' 0 '4 m PHONE:1951-330-8060
#2019-274 Structural Only / n LIC No•�/c1a��f0,�0/8T40
\ % � -1142)DRAM°IS THE PROPERTY OF
:1 CONMEN1wl POWER DELI`�"a'CONNECTION
I o 1�1 Y/yhi WITH WOW DESC,mEDBYSOA.RW+.msw.LY.eo
IS TO BE FROM
WWI roamviawn.,wrwumw
1 lSw�.o�.avwmousawvawlawnv.
DESIGNED BY SUNGRADE
.., 4.L.• I. WALNUT TCREEK CA 9459790LA0.T BLVD#300, 1
I I J1
I •{' . ., I
NEW PV SYSTEM:4.800MWp
GUI CAO-32364
2041 6TH AVE,
ARCADIA,CA 91006
APN:5790019024
_ _ _ _ — _ — _ _ _ A
LRAWING TITLE: ,
SITE PLAN
PROJECT ID: 32364
DRAWN BY: KD
01 SITE PLANN CHECKED BV: PK
NOTE:FIRE CODE REFLECTS UPDATES FROM INTERVENING CODE CYCLE,EFFECTIVE 1 JULY 2018. DATE: 2)7116
A7 SCALE:1/18-=1' FIRE SETBACKS AND PATHWAYS COMPLY WITH IRC R324.8.1,R324.6.2,R324.7.2.8,AND IFC 1204.2.1.1,1204.2.12,AND 1204.2.1.3. DRAWING NO: REVISION
SEE ROOF PLAN(A2)FOR FIRE SETBACK CALCULATIONS ‘ Al
ROOF SECTIONS STRUCTURAL INFORMATION LOAD CALCULATIONS MODULE INFORMATION LEGEND KEY
SECTION 1 BUILDING: 2 STORY STRUCTURE APPROX.INSTALLATION AREA: 28203 SO.FT.
MAKE: LONGI I �I
4 MATERIAL:FLAT TILE STRUCTURE: SUPPORTED BY UNDER PURUNSIHRACING TOTAL SYSTEM WEIGHT: 694.51 LBS. MODEL: LONGI 300M 300W 77 I CHIMNEY
O AZIMUTH:93 SUPPORT DETAILS: 2X6 fp 24'O.C. DISTRIBUTED WEIGHT OF ARRAY: 2.46 PSF. [55 ]
TILT:13 MOUNT SPAN: 72'HORIZONTAL WEIGHT PER MOUNT: 30.20 LBS. DIMENSION: BSH%39.05'W%1.57'D
4B'VERTICAL MOUNTS:(23)OUICKSCREW TILE MOUNT WEIGHT; 40.1 LBS \/ SKYLIGHT
V
C55b0 O ROOFTOPPICUNR58724 n 3119 * ®® TURBINE VENnPIPEVENT
AITFDP \ oOO,c4::. ELECTRICAL MAST
,c4::.Febniary OB,2019 \`\\ SATELLITE DISH
www.Loyd W Martin.com
Solar Structures Engineering 111 i
#2019-274 Structural Only / y�P I I SOLAR PANEL
-Ct' I I I RAFTER
4 T
781
GOA RAIL L ATTACHMENT
Qp4' ,
1 ma.3mtlmmTh.t . ❑ E ❑ \\�
IN § 18"FIREC SETBACK E ��\ — SOLARfPowER SUPPLY
'III 11 1
\4 2176 SAMPSON AVENUE,CA 02879 1,36114
`\ 1\\��\\l� L IC NONAG1B0874 J
PHONE:1951J3B6080
I IC NOE: 951-33-746
El
RACKING DETAIL Oo 111 �"`
SCALE:NTS mwE�.mD GURING IS IRE YKV WIY6
yl awnY.mm5wraawnw IS
wmi�f — COU.mENTwumroroeE UaeeaaY INsup EC1ON
4jaP - EI�`p9'ayDyro PSOUR PplEA�SIPR�Y w
NV
FIRE SETBACK AT RIDGE ��\P�G
411111 • • 11111iiik - AC DESIGNED BLVD8300, 90LAR11255TREATBLVDY390, JHOUSE ELAS SPRINKLERS: NO - WALNUT CREEK.CA 94597
•
RIDGE SETBACK: ,B• \\ NEW PV SYSTEM:4.800 kWp
�` GUI CAO-32364
ROOF AREA PV COVERAGE \\�� MSP ..• 2041 6TH AVE,
ARCADIA,CA 91006
ROOF SURFACE AREA: 5294.02 SOFT. i N. AM:5790019024
PV SURFACE AREA: 282.03 SOFT.
PV SURFACE AREA COVERED: 5.33% • DRAWING TITLE: 1
ROOF PLAN J
PROJECT ID: 32364
/L DRAWN BY: KO
0 ROOF PLAN 22•.,D• 3•J' ,9.T• ,4-„• CHECKED BY: PK
Sr. DATE: 217/19
SCALE:1/B'=1' ` _ DRAWING NO: REVISION
A2
• AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: 'a,OH I S . w e Acca.a1/4\ o , C A 0\ I O C,C,
Permit Number: I cl — bawe.
Brief Job Description: Co, p - tA.1
Number of smoke alarms installed: I 0
Number of carbon monoxide alarms installed: 3
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 Code (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).
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/licensinolistings/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) Z-'" 2J Q at Arcadia, California.
Orr ty12>
Owner's Name (printed/typed): \'
Signature of Owner:
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
S '® +,i , W aniVOL , i7 ;SI A'iii • h•r i,b,
Gncst Room i'�iathrou
1 _
� Storage
ei pp yt
I ! TT
Room WM
WM
MEI
MN Garage
FIRST FLOOR PLAN
0= SMOKE ALARM 4 = CARBON MONOXIDE ALARM
r ---1-11
Mirth
Master Bedroom
Dining Room Kitchen
30
— Bndt
Hall Q
Closer
— Closet Ciosct Closet
Family Room
Bedroom Bedroom
SECOND FLOOR PLAN
C.SMOKE ALARM rg o CARBON MONOXIDE ALARM