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HomeMy WebLinkAboutSOLR-20-1011 >•, City of Arcadia, CA Permit NO. SOLR-20-1011
Development Services Department Permit Type:Solar
• 240 West Huntington Drive,Post Office Box 60021 Work Classification:Solar-Residential Over 10 KV
Arcadia,CA 91066-6021
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date:08/19/2020 I Expiration: 08/19/2021
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
216 W WOODRUFF AVE Arcadia,CA 91007-8547 5787020009
Contacts
(
1 PP NAUTILUS LLC Owner PACIFIC STONEGATE INC dba :SOLAR Contractor
5917 OAK AVE VAST
8727 LANYARD CT,RANCHO CUCAMONGA,CA 91730
(909)377-5477 965340
VG01111rorr
Description:ROOF MOUNTED SOLAR SYSTEM 42 MODULES 2 Valuation: $ 0.00 Tenant
SOLAR COMBINER BOARDS,2 DISCONNECT SWITH
Total Sq Feet: 0.00 Plan Check if Plan if
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $341.20
Distribution Panel $32.96 Cash/Receipt if REC-05257-20 $341.20
Electrical Permit Issuance Fee $47.01
Amount Due: $0.00
Fire Plan Check Fee Residential $50.00
Inverters $77.78 l
Panels 582.45
Solid Waste Management Fee 2 $1.00
Total: $341.20
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
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.
August 19, 2020
Issued By: Date
August 19,2020 Page 1 of 1
•F AR
1• _F01%4 ,
4 PERMIT/PLAN REVIEW APPLICATION
.4 II •
o 44,1,' 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. 3,/Z/ to( ® I have and will maintain a certificate of consent to self-insure for workers'
License Class LC-'1°Lice e No. L� %Exp. Date bI` compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractorp / � performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION is 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.My.l wor-kYrs'cgmpensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier J8fTIivle J115(ir(ni tGC
demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number Slln)Cg PCP 31.1V
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
❑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
Date Ii haSignature I`r�l. �Jl�/
sale(Section 7044,Business and Professions Code:The Contractors License
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.
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 t disturbing the asbestos. Please contact AQMD at(909) 396-2000 for
further information. �l /
ame C./.1Y 14„U fG-
PRINT NAME T le ( 4 U l�/1��-6 //yifOY1 W
ff CC
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 . City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
rcadia to enter upon t • • I eve-men•o ned proper•t for inspection purposes.
t
ignature — IIP )' Date V" P
LABORATORIES
CERTIFICATION TESTING INSPECTION
CLIENT: Solar Vast
8727 Lanyard Ct
Rancho cucamonga CA 91730
INSPECTION LOCATION: Residential House
216 W Woodruff Ave
Arcadia, CA 91006
Evaluation Report No: RJ7762 Date: 2020-09-02
SUBJECT: Field Evaluation of Line Side Tap for solar installation at a residential house.
INSPECTION DATE: September 02, 2020
AHJ Responsible: Arcadia, CA
AUTHORIZATION: Authorized by signed quote no. 20DM073001, Dated July 30, 2020
STANDARDS
REFERENCED: UL 508A: Standard for Industrial Control Panels Edition 2 Issued 2013-12-20
UL 891: Switchboards Edition 11 Issued 2005-07-06
NFPA 70-2017, National Electrical Code Article 690
California Electrical Code— 2019
CONCLUSIONS: The installation was found to be in compliance with the referenced codes and
standards.
Prepared By Signed for and on behalf of
`` QAI Laboratories, Inc.
Name: Luis Padilla Name: Justin Lewis
Title: Electrical Safety Test Engineer Title: Electrical Safety Test Engineer
Page 1 of 15
THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED.THE REPORT MAY ONLY BE REPRODUCED IN FULL.PUBLICATION OF EXTRACTS FROM THIS REPORT IS
NOT PERMITTED WITHOUT WRITTEN APPROVAL FROM OAI.ANY LIABILITY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCED
THE RESULTS OF THIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPLE(S)EVALUATED.
Effective Date:Nov 19,2009 QSF 10.3-1 —Evaluation Report-Field Evaluation of Electrical Products Page 1 of 15
Revision Date:Aug.30,2016 Revision 7
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7/1/2020
rOtitat oursolar
y lans.con,moat
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► 100. ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
216 W.WOODRUFF AVE.
ARCADIA,CA 91007 =
Job: GU,JESSICA V Q W Q
I_ 2 J
Prepared For: 0 QZ roSOLAR VAST O
8727 LANYARD CT. Q z z
RANCHO CUCAMONGA,CA 91730 LiJ 0 Q LL
(800) 861-Sols Y T ! 0 Q W 0
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CC
oI ' I ` w U ,
Design Criteria rc,' ... \ i ` 1 _
1- Code: CALIFORNIA BLDG CODE 2019/ASCE 7-16 '��?, -. 1 l I Q
2-Wind:95 MPH,Exposure:C bJ6soy---`}"-� -- - N
3 -Wood Species:DF-L No.2(SG= 0.5 ) 1 \
y2o\
" ,✓� �
. s>,.. it,,1";it)\ \
Notice:Use restrictions of these calculations. `\--/q:; I 1 !
\ I
The attached Calculations are valid only when bearing original signature hereon. �..1 \‘3:4-! 1 t
Contractor/Client to verify existing dimensions/conditions prior to construction `4„ ..._---1----r••i - -- - `
&solar racking is installed per manufacturer span requirements. 1 \ `
The use of these calculations is solely intended for the above mentioned project. t I
(..;()FESS/O,y .;,1 ,�: 'TR�2yc � _ I Ci j I
1 No. C70784 -- i / ' I
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1-844-PV ELITE I info@yoursolarplans.com
3000 E.Birch Street Suite 2011 Brea CA 92821
A
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6/30/2020 ATC Hazards by Location
OTC Hazards by Location
Search Information °App/
°
Address: 216 W Woodruff Ave,Arcadia, CA 91007, USA 365 ft S Hesperia
Coordinates: 34.1087168,-118.0390781 Nati rorest
6-0731
Elevation: 365 ft Los Angeles San Bernardinoo
Timestamp: 2020-06-30T23:39:09.365Z o Riveo ide Nal
IR Anaheim
Hazard Type: Wind o
Long Beacho Irvine
C70 gl@ Map data©2R4pbft aroap mor
ASCE 7-16 ASCE 7-10 ASCE 7-05
MRI 10-Year 66 mph MRI 10- A Special mph ASCE 7-05 Wind A Special mph
Year Region Speed Region
MRI 25-Year 71 mph You are in a special wind region. You are in a special wind region. Please
Please contact the Authority Having contact the Authority Having Jurisdiction.
MRI 50-Year 76 mph Jurisdiction.
MRI 100-Year 81 mph MRI 25- A Special mph
Year Region
Risk Category I 89 mph
You are in a special wind region.
Please contact the Authority Having
Risk Category II 95 mph Jurisdiction.
Risk Category III 101 mph MRI 50- A Special mph
Year Region
Risk Category IV 106 mph
You are in a special wind region.
Please contact the Authority Having
Jurisdiction.
MRI 100- A Special mph
Year Region
You are in a special wind region.
Please contact the Authority Having
Jurisdiction.
Risk A Special mph
Category I Region
You are in a special wind region.
Please contact the Authority Having
Jurisdiction.
Risk A Special mph
Category II Region
You are in a special wind region.
Please contact the Authority Having
https://hazards.atcouncil.org/#/wind?lat=34.1087168&Ing=-118.0390781&address=216 W Woodruff Ave%2C Arcadia%2C CA 91007%2C USA 1/2
6/30/2020 ATC Hazards by Location
Jurisdiction.
Risk A Special mph
Category III- Region
Iv
You are in a special wind region.
Please contact the Authority Having
Jurisdiction.
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building
code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before
proceeding with design.
Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7. islands and coastal
areas outside the last contour should use the last wind speed contour of the coastal area—in some cases. this website will extrapolate past
the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region
boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne
debris region.
Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility
or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without
competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does
not intend that the use of this information replace the sound judgment of such competent professionals. having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the
report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of
this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the report.
https://hazards.atcouncil.org/#/wind?lat=34.1087168&Ing=-118.0390781&address=216 W Woodruff Ave%2C Arcadia%2C CA 91007%2C USA 2/2
ASCE 29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes.
Roof Slope u = 13 "
Roof Shape Hip
Tributary Width s = 4.00 ft
Tributary Length I = 2.55 ft
Effective Area Ae = 6.87 ft2
Height of Structure h = 25 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 40 ft
Building Length L = 60 ft
Zone Width a = 4 ft
Elevation Height z9 = 365 ft
Wind Directionality Kd = 0.85
Topography Factor Kt = 1.00
Ground Elevation Factor Ke = 0.99
Velocity Pressure Exposure Coefficient KZ = 0.95
Velocity Pressure qZ=0.00256KZKeKdKeV2 = 18.32 psf
Solar Array Pressure Equalization Ya = 0.80
Array Edge Factor YE = 1.50
Zone GCp p=q,(GC0)(yE)(ya)
3 2.60 -57.16
3r - -
3e - -
2 - -
2r 2.40 -52.76
2e 2.60 -57.16
2n - -
1 1.80 -39.57
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LAG SCREW ANALYSIS
Loads
Wind Pressures q: = -57.16 psf
Solar Panel Load Qo = 3 psf
Panel Length I = 5.108 ft
Panel Width b 3.4333 ft
Attachment Spacing s = 4 ft
Portrait
Tributary Area A, = 10.22 ft2
Wind Load Pw=qz*A, = -584 lbs
Dead Load PD=OD*At = 30.65 lbs
Uplift Pa=0.6 PD+0.6 Pw = -332 lbs
Landscape
Tributary Area A,=b*s = 6.8667 ft2
Wind Load Pw=q= A, = -392 lbs
Dead Load PD=QD*At = 20.6 lbs
Uplift Pa=0.6 PD+0.6 Pw = -223 lbs
Lag Screw 5/16"x 5"
Specific Gravity of Lumber SG = 0.50(Douglas Fir-Larch)
Diameter of Lag Screw D = 5/16 in
Withdraw Design/in 1800`SG3'2*D214 = 266 lbs/in
Depth of Embedment 1, = 2.50 in
Total Nominal Withdrawal Value W=W`1p = 665 lbs
Load Duration Factor CD = 1.6
Withdrawal Design Value W=W"CD = 1064 lbs
Demand Capacity Ratio DCR=Pa/W= 0.31 <1 OK
ASCE 30.3.2 Design Wind Pressure Beam/Top Chord Check
Roof Slope 13 °
Roof Shape Hip
Tributary Width s = 1.33 ft
Tributary Length L = 21.50 ft
Effective Area A= L(MAX[s, L/3]) = 100 ft2
Height of Structure h = 25 ft
Wind Speed V = 95 mph
Exposure Category C
Building Width B = 40 ft
Building Length L = 60 ft
Zone Width a = 4 ft
Elevation Height z9 = 365 ft
Wind Directionality Kd = 0.85
Topography Factor K, = 1.00
Ground Elevation Factor Ke = 0.99
Velocity Pressure Exposure Coefficient KZ = 0.95
Velocity Pressure qZ=0.00256KZKnKdKeV2 = 18.32 psf
Internal Pressure Coefficient (GCpi) = -0.18
Zone GCp p=qZ[(GCp)-(Gcpi)]
3 2.03 -40.52
3r -
3e -
2 -
2r 1.30 -27.11
2e 2.03 -40.52
2n -
1 1.00 -21.62
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•..w1,we.,-•0,amh r.•<a 0.401,
Beam!Top Chord Check Lumber. DF-L No.2
Moment Demand
#of Attachment per Rafter N,,= 6 Span: 1 2 3 4 Eave Orientation j I,(ft) p,,,Obs;p-.,(lbs)p,.Os)
Lenght(ft): 20.00 0.00 0.00 0.00 1.50 1 3.7 20.6 -278
Landscape
2 5.8 20.6 -278
3 7.1 30.7 -414
Portrait
Dead Load Roof Material: Tile Q0= 17.00 psi 4 10.9 30.7 -414
Live Load Q„= 20 psi 5 12.2 30.7 -414
Portrait
Wind Load p= -40.52 psi 6 16.0 30.7 -414
Snow Load Qs= 0.00 psi
Rafter Spacing s= 16 in
A-(ft2) Pd(lbs) p.,Obs) p,Obs)
Wind Load.Portrait Portrait Ur= 10.217. 30.65 -414 0
WSnd Load.Landscape Landscape LIN= 6.8667 20.6 -278 0
Linear Dead Load wd= 22.7 plf
Live Load wLr= 26.7 pH Start 0 ft Start 16.65 ft
End 3 ft End 21.50 ft
Snow Load ws= 0 pH Start 0 ft Start 16.65 ft 4000.0
End 3 ft End 21.50 ft
3000.0
M„Moment 2000.0
1650 lb-ft
1000.0
D+Lr 1739 lb-ft
D+S 1650 lb-ft 0.0
0.6D+0.6W 3360 lb-ft 0.000 5.000 10.000 15.000 20.000 25.0G',:
1000.0
D+0.45W+0.75Lr 1614 lb-ft
D+0.45W+0.75S 1614lb-ftN'dxI
M(x)=Rr(x-Lr)-Pl(x-10-
Moment Capacity Framing Member Size 2x12 Lumber Grade:DF-L No.2
CM=1 Ct= 1 Cr 1.15 CF= 1 ft,= 900 psi Cb,- 1.0 C,=1
Breadth b= 1.50 in
Depth d=11.25 in
Section Modulus S, =bd2/6= 31.6 in3
Bending Stress Capacity F,= Cu'C,'C,'CF'lb= 1035 psi Table 4.3.1 NDS 2015
Co Fo=Co'Ft ASD Load M,'S. DCR
0.9 932 psi D 626 psi 0.67 OKAY
1.25 1294 psi D+Lr 660 psi 0.51 OKAY
1.15 1190 psi D+S 626 psi 0.53 OKAY
1.6 1656 psi 0.6D+0.6W 1274 psi 0.77 OKAY
1.6 1656 psi b+0.45W+0.75Li 612 psi 0.37 OKAY
1.6 1656 psi D+0.45W+0.755 612 psi 0.37 OKAY
Deflection Limit E= 1600 ksi I= 177.98 in'
Transient Deflection 0.747 in
Transient Deflection Allowed 321 > 180 [OKAY]
Total Deflection 0.818 in
Total Deflection Allowed 293 > 120 [OKAY]
EISMIC WEIGHT COMPARISON/ANALYSIS -(PER CEBC 2019 Part 10 Chapter 5 Section 502.5)
PV System Weight
Module Model SPR 327W
Panel Weight Wpanei = 42.9 lbs
Number of Panels Npv = 42
Total PV System Weight WpV=Wpanei* NPV = 1802 lbs
Existing Roof Weight
Roof Weight Qp = 17.0 psf
Building Length Lbuiid = 60 ft
Building Width Wbudd = 40 ft
Roof Area Abuild = 2400 ft2
Building Perimeter Pbuild = 200 ft
Wall Height ht = 8 ft
Wall weight Qwall = 15 psf
Interior wall weight Q;nt = 10 psf
Roof Load Wfloor=Abuild'Qo = 40800 lbs
Wall Load Nwall = ht/2 *Qwaii * Pbuild +Abuild*Qmt = 24000 lbs
Total Story Weight Wbuld=Moor+Wwau = 64800 lbs
Percentage Weight Increase WpV/Wbulld = 2.78% <10%OKAY