HomeMy WebLinkAboutUntitled Permit No SOLR 18 1135
City of Arcadia, CA wig j , i + 0Wap z
,. Development Services Department , € Permit Type:Solar
)'t Fa4; 240 West Huntington Drive,Post Office Box 60021 �t{ I rs 9 r
, g A'." `', i y a r ' i "MWork Classification Solar Residential.,
,. Arcadia,CA 91066-6021 , ' a _ � '1
itie ;c} (626)574-5416f i a ''',..'"P'i,',', ' ff+r `i iyro� F �,r PermltStatus Issued.
s,,
ARC,ADIA Issue•Date 06/29/2018.1 Expiration: 12/26/2018
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
F
368 Harvard DR Arcadia,CA 5775010001
t4FrrY`.:- ,5.�;a E%tflfl**Fr.F,.;tMF%M*e fl$tI L.c;."2NAQg &%2.421.'¢X"'.?:::�°`T!`a"xR'RYMYP .-:[I:'T<iM e.,;4N P4P4$S ..:•.".Xzu'rt,'._...9C€�,°fit it"'Y Y'.... "�: R_54t mh a".%±4
Contacts
PARIZADEH,KOROSH AND Owner PACIFICSKY SOLAR LLC* Solar Contractor(C-46)
SARLATI,FATANEH F 6617 INDEPENDENCE AVE,CANOGA PARK,CA 91303
368 HARVARD AVE (877)237-6477
y'-^�-'�':M:._..A.TMvw,.vFt i R,�..FL ,-c }„ �. .. b".r_- 9...n.,:C .c. ..•,... R...`A:d r. ,%k$.N.. [R:... -4 2.. Re.A-_:f kS M rt* _..A ]..:L... . .n., n u..9a.+.i -,b Description:ROOF MOUNTED SOLAR SYSTEM 29 PANELS, l' Valuation: S 0.00 I Tenant
UPGRADE ELECTRICAL SERVICE 225 AMP , Z
Total Sq Feet: 0.004 Plan Check# Plan#ii .
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $316.46
Electrical Permit Issuance Fee :$44.35 Cash/Receipt#REC-001603-2018 $316.46
Fire Plan Check Fee Residential $50.00
Inverters $77.78 Amount Due: $0.00
Panels $77.78
Residential Services up to 400 amps $15.55 7-734 -✓vic e fKte2(60 % Gr-C__
Solid Waste Management Fee 2 $1.00 J
Total: $316.46 7-3(- /0 `iii( 0
• 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.
i- cONiptETED
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.
Cl
in
June 29, 2018
Issued By: Date
June 29,2018 Page 1 of 1
4 OFF rtR,p.4,-,
,~ 7 PERMIT/PLAN REVIEW APPLICATION
{ .i ,W,-4 1111 r'9
"E m Development Services Department,240 West Huntington Drive,Post Office Box 60021
c,,, „.......
Y� Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
`0] 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:
I Chapter 9(commencing with Section 7000,of Division 3 of the Business and
{ ;Professions Code,and my license is in full force and effect. rr��jj�� 1:1I have and will maintain a certificate of consent to self-insure for workers'
License Class CI 0 License No. 1 a Exp. Date,11P� % • 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
r
OWNER-BUILDER DECLA' r/ ION ❑•
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 A issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier 1 cAkT
demolish,or repair any structure,prior to its issuance,also required the applicant ' i /
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number "(C�l
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be ompleted 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
1 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 soleorthwith 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/g 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
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 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. I
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.
/Nme /�Li Cc L .�1Title AQIV I
PRINT NAME
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.
( lI 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 abov• •1 entioned property for inspection purposes.
Signature /' tact
f
g �,. Date 6 1 act /ify
`ted
6/20/2018.
•
• ç yoursolarptanscom .•
: . .
Itllt►dtl ENGINEERING SOLUTIONS FOR ALL•YOUR SOLAR NEEDS •'.
' -Structural Calculations for:.
SOLAR'POWER SYSTEM.CONNECTION CIHECK.AT:'. . ••• :•
368•.H rd•Drive :• : .
•
. Arcadia,CA.91007
Job: Parizadeh,Korosh'..
Prepared.For:. ,
Pacific'Sky.Solar,Inc..
20640 Bahama St.;•Unit.B.
• :Chatsworth,:CA.91.311.
(877)237-6477
.Design.Criteria' . . . . . '
1 Code:'CALIFORNIA:BLDG CODE,20"16/ASCE 7-10
2'-Wind:;'110 MPH;Exposure:C. ; .
••3 Wood'.Species:.Douglas Fir'Larch•(G.=0:5) •
Notice:Use.restrictions of these calculations. . •• •1 • • • •
' • • . .The attached Calculations arc valid only When bearing original signature hereon,photocopy is void,. .• . •
Contractor/Client to verify,existing dimensions/conditions prior to construction: • • . • • '
. ' • .The use of these calculations is solely intended for the above mentioned project;. . ' ' : '
•
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i .O\AG 1.1?1/0 e.
. . •. .N0.C70784'. : . m
d EXP..06/30/2019 .
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1-844-PV ELITE].info@yoursolarplans.com •
•. '.3000.E:.Birch Street Suite 201:1 Brea CA 92821.'
WIND LOADING ANALYSIS.- Roof Components:and.Cladding •
Per ASCE 7710 Code for.Bldgs. of Any Height with Gable Roof 0:<= 45°orMonosiope Roof 0 <=3°
Using Part I &.3: Analytical Procedure.(Section 30.4'& 30.6)_ - •
Job Name` Parizacdeh, Korosh • Subject;
Job.Number: . Originator . . Checker:;
: Input Data: ;
Wind Speed,V= 110 i mph. (Wind Map, Figure 26.5-1A-C)
• 3ld Classification=1 II Table 1-1 Occupancy Category)9� ,(Table. P. Y 9 rY) : . .
Exposure Category I C !(Sect. 26.7) : .
B .
Ridge.Height, hr=1 15.68 I ft.•(hr>= he)
. Eave Hei•ght, he=I 8.00 i ft:(he<= hr) : . .
Building Width =; 40.00 'ft. (Normal to.Building Ridge)
Building Length =I 70.00 i ft. (Parallel to Building Rid9e) : L
Roof Type=I Gable '(Gable or Monoslope) .
Topo. Factor, Kzt=I 1.00 :(Sect:26.8'& Figure 26.8-1) :
Pln• .
Direct.Factor, Kd =I 0.85 ,(Table:26:6)• A. .
Enclosed? (Y/N) Y I(Sect. 28.6-1::& Figure 26.11.-1)
Hurricane:Region?I N j 0
: . • : iComponent Name=j Fastener l(Purlins Joist, Decking; or Fastener) hr A :.
Effective Area,Ae= 524 I ft:^2 (Area Tributary to.C&C) he ', : :i
. : Overhangs? (.Y/N)L_ N ,(if used,overhangs on.all sides). . Y . `'.
Resulting Parameters and Coefficients: . Elevation
- : . . .. Roof Angle,.0 = 21:00 deg.
• Mean Roof':Ht:, h = 15.00: ft: (h (hr+he)/2, for:roof angle 10 deg) ;.
Roof External Pressure.Coefficients; GCp'. ;. ••• : •
3Cp:Zone:.1-3 Pos: = 0:30 (Fig.;30:4-2A;30.4-2B, and 30.4-2C) • • :
GCp Zone 1 Neg: =: -0.80' : (Fi,g.:30:4-2A;.30.4-2B,and 30.4-2C) •
GCp Zone.2 Neg.= -1.:20 ' (Fig..30.472A, 30.4-2B,and30.4-2C)'. • • .
GCp Zone 3 Neg. _ -2.00'. (Fig..30.4-2A, 30.4-2B, and 30.4-2C). . .
Positive & Negative Internal.Pressure Coefficients, GCpi (Figure 26.11-1):
' • +GCpiCoef:. 0.18 (positive internal pressure)
-GCpi:Coef: 0.18. (negative internal pressure) .':
:If z.<=:15 then;. Kz=.2.01*(15/zg)^(2/.a)., If z> 15:then` Kz=2.01*(z/zg)^.(2/a) (Table 30.3-1) •
a= 9.50. (Table26,9=1)' . . .
zg= 900 (Table.26.9=1)
• • Kh = 0.85 (Kh = Kz evaluated atz=h). :.
Velocity Pressure: qz_.0:00256*Kz*Kzt*Kd"V^2 .(Sect..30:3.2, Eq,30.3-1)
qh= 22.35 psf qh =.0.00256*Kh*.Kzt*Kd*V^2 (gz.evaluated at z= h)
Design Net.External Wind Pressures (Sect..30.,4 &30.6):
For h <=60 ft p 7 qh*((GCp) -:(+/-GCpi)) (psf)
For h > 60 ft.; p= q*(GCp):-qi*(+/-GCpi):(psf).
where: q =qh for roof.
i= qh forroof(conservati
qvely assumed per Sect:30.6)
•
Wind Load Tabulation.for Roof Components & Cladding
Component z Kh qh p= Net Design Pressures (psf)•
(ft.)• . . (psf) . one_1,2,3 (+ Zone 1 •(-) Zone 2 (-) Zone 3 (-).. .
Fastener 0 0.85• 22.35 10..73 -21.90 30.84. 48.72.
15:00 0.85 . 22.35 10.73 -21.90. -30.84. . -48.72
22.35 10.73 21:90 30:84: 48..72
For z= hr: 15.68 0.85 -
For z=:he: 8.00 : 0.85 22.35 10.73 21.90 -30.84 48.72.
For z= h: 15.00 0.85 : 22.35 10.73 -21.90 : -30.84 48.72
Notes: 1. (+) and (-) signs signify wind pressures acting toward &away from respective surfaces::
2. Width of Zone 2 (edge), 'a'.= : 4.00 ft. •
3..Width of Zone 3 (corner), 'a' = 4.00. ft.
4. For monoslope roofs with 0 <= 3 degrees, use Fig.'30.4-2A for'GCp'values with'qh'.
5: For buildings with h > 60' and 0 >. 10 degrees, use Fig: 30.6-1 for'GCpi'values with 'qh'.
6. For allbuildings with overhangs, use Fig. 30.4-2B for'GCp'.values per Sect. 30:10,
7:'If a parapet>= in height•is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall betreated as Zone 2.`
8. Per Code Section 30:2.2, the minimum wind load for C&C shall notbe less than 16 psf.
9. Reference: a:ASCE 7-10, "Minimum.Design Loads for Buildings and.Other Structures''..
b:"Guide to.the Use of the Wind Load Provisions of.ASCE 7=10"
by: Kishor C. Mehta and James M. Delahay (2004).
Roof Components and Cladding:. .'
a •. .
I' I'
a c:) ® ' ' T; 0' ;®cl o t
�t�
0 <= 7 deg.. 7 deg: <•0 <= 27.deg. 27 deg. < 9.<_45'deg.'
Roof Zones for.Buildings with h'<=.60 ft:
(for Gable Roofs<=45°and Monoslope Roofs<=.3°),
I I.
•
. . RO®F PLAN
Roof Zones for Buildings with h > 60 ft
(for.Gable Roofs <=.10°and Monoslope Roofs<=3°)
Gravity Load Data.
Panel Data .
PaMONO nel:;
SW 300
• Number of Modules: 29
' ,. Racking System:'_ IronRidge XR100
Weight of PV Modeler 39.7.lbs• .
. PV Module Diniensions
•
Roof Data ,
.. '. • Roof Material:` -_Metal -- • • .
Roof Dead Load Qo•=1 7 psf;
PV System Dead:Load • QPM= •• 3 psf . . . '. . '
Framing Spacing sroof-L 24;in:
• Linear Dead Load •• wo=(Q0+.QP.) Spoof= ;20 plf" : -
Lag:Screw.Check Lumber: DF-L No.2 1 : •• . . •
U"plift Demand.. . .
Design Wind.Pressure. • " •. p=. -30:8.psf.(Zone 2) • . . .
Trib.Depth for Each Rail . : • dP,;-4-1-f?=. 2.'75 ft' . • '• • '
Trib:Depth for Each"Rail bpy=W/2:= 1.64 ft • •
' Screw.Anchor.Spacing .' . SPX./=i 6,ft"(max.)' : . .
• ' Uplift Force on Each Screw,Portrait .' : " U1._(p+QPv)•*dPv:*,sP,', -459 "lbs(Upwards). : " • ' • .' , • •
. Uplift Force oh Each.Screw,Landscape: Poi'-='(0•+QPM)*,bp.*sPe= "-274 lbs(Upwards)
• Design Uplift.Force. . • • 'P„Piiit=0.6*.[1111a?(:(.tiL,UW)I= •475 .lbs(Upwards)••
Uplift Ca aci • . ." . .
p ty • • .".
NDS 201.5 Adjustment Factors" "
• • Co= 1:6. ch-4= 1 C,= 1 SG= 0.50 ;.Co,Ceg;C9,.Cd„Ci,are not ap.picable: • • •
• . Speicfic Gravity"of Lumbei. • SG.= 0:50• NDS Supplement Table 4r '.
Diameter of Lag Screw. • '. .D= 5/16 in.'
Withdraw Design An . . • 1800*SG312*pare= : 266 lbs%in NDS 201512.1=1 .
Depth of Embeddmen: 1, 2.50 in"
Total.Nominal Withdrawal Valli! •' .W.=W*1p, • :665 lbs. - •
Withdrawal Design Vauli • :VV.!=W*C D-*CM',*Qt 1064 lbs NDS 2015 Table.11.3.1
Demand-Capacity Ratio,. '. Puprn/VT.= 0.26.< 1 [OKAY]
Beam/.Top Chord Check Lumber DF-L No,2. •.
IlAoment Demand . . . . . '
Span: . 1 " 2 3 Orientation : j Ij(ft) p;(lbs)
' . • Lenght(ft).: • . .. 7.5: 7.5 7:5i 1 '3:8 459 •
Portrat . .
' Portrait
Linear Dead Load wd 20 plf 4. 13.2 '-459
Wind Load; Portrait. UL_. .459.lbs.' 5 14:8 -459
Portrait
Wind „ -Load,, Landsca a U —. -274'Ibs
P w— - •. 6: 18'.Z' •-459
of Attachment per Rafter : Na=I 8 ;' : Landscape 7,'. '19.9 -274 '
y
Wdx 8 22:3 274. .
M(x)
=Ri(x—Li)—Pj x—l1)- 2
1000 --
. .$ -
•
Length x(ft) ,
Ma,'Moment
Dead 207.Ib-ft;
Dead.+Wind 760 Ib-ft '
Dead+:Snow',. . 207 Ib-ft.
• Moment Capacity Framing.Member Size) 2x4) Lumber Grade:DF-.L No.2
Cr 1.15 .CF, 1 5 • fb= 900 psi Cf.and C;are not applicable. .
Breadth b 1.50 in .
Section Modulus: Sx.'=bd2/6= • : 3.0625in3
• Bending Stress Capacity •' Fb= CM*.Cf*Cr.*'CF*fb= 1552.5 psi. Table'4.3:1 NDS 2015. '
Co Fb—:.00'•F'b Ma*S, ASD Load. Design Bending DCR,',
Dead. 0.9, 1397 psi 81.0 psi D 810'psi 0.58 OKAY. .
Dead+ 1.6 • 2484:psi • 2979 psi :6W+.6D 1787 psi • 0:72 OKAY •• : '
' Dead+Snow 1.1.5 1785 psi 810 psi '.D+S 810 psi .0.45 • OKAY '
•
Deflection Limit E= 1600 ksi 'i I= .'5.36 in4.
Transient Deflection 0:268 in
Transient Deflection Allowed 336,'•.'> 180 •' [OKAY] .
Total Deflection. 0.638.in.
' Total Deflection Allowed 141 > 120 [OKAY] .
SEISMIC WEIGHT.COMPARISON J ANALYSIS.-(PER CBC 20.16 Part 10,Chapter 4 Section 402. ' ,•
PV System.Weight. . ' • . . . : • • -• . . • : . • • • • .• .
Module Model. .• 5W 300:MONO•. ; .
Panel Weight . • •• • • Wpanei 397 • lbs. •• .
. Number:of.Panels •.• • . .. • Npv' . . : 729. ..
. • Total PV System Weight:. ... .... . . . • WP.v=Wpaner*.NPv .1151:3: lbs '. .
. • -fxisting-Roof Weight.. ; ' .•
•
•
•
Roof Weight.. • . . • . . • Qo.= 7.0 psf•
Building Length : • : Lbuiid: 70 ft • • -
•Building Width. Wbbiid 40 ft. . • . .
. Roof Area .. . . Abuiid= 2800 ft` . . - -
-. Building Perimeter ; • • 13b.uild : 220 ft •
. Wall Height . . . . ht.;-..• . . .8 ft . , .. .
. ; Wall weight • •• • • . Qwaii. • 15 psf . .. - . -
Interior wall weight .• . '. Dat. . . 10. psf
Floor.Load. :- . . • . . •Wnoo�=.Abuiid.*Qo= 19600. lbs: .
- . .Wall,Load . .. Nwau= ht/2*Qwau*Pbu�id:+Abu ld*Q�r,i/2 27200.lbs
-. . • Total•Story Weight Wb„pa =.Wrroor+Wwai = 46800 lbs .• • .
Percentage Weight Increa .. • . WPv I Wbuiid=• .2.46% <.10%•OKAY , . .•.