HomeMy WebLinkAboutUntitled 40.4 City of Arcadia, CA
Permit NO.SOLR-18-0858
Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification:Residential Solar
t" (626)574-5416 Permit Status:Issued
ARCA I)If\ Issue Date:05/23/2018 I Expiration: 11/19/2018
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1325 S Mayflower AVE Arcadia,CA 8510001040
ti
Contacts
YAN TR MORNING SUN TRUST Owner La Solar Group* Solar Contractor(C-46)
QIANYUN WANG 16238 Raymer ST 13,Van Nuys,CA 91406
1325 MAYFLOWER AVE,91006 (818)373-0077
Description:ROOF MOUNT SOLAR FOR SFR 19/1 Valuation: S 0.00 Tenant
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $300.91
Electrical Permit Issuance Fee $44.35 Cash/Receipt#REC-001241-2018 $300.91
Fire Plan Check Fee Residential $50.00
Amount Due: $0.00
Inverters $77.78
Panels $77.78
Solid Waste Management Fee 2 $1.00
Total: $300.91
C' ER
Request for inspection by telephone at 62 - - 0. essage
rti*L 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.
May 23, 2018
Issued By: Date
May 23,2018 Page 1 of 1
4 019111 PERMIT/PLAN REVIEW APPLICATION
44p.* 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 C"VCode,aid my license is in full force and effect. p .05 ❑ 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
pe rmance 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
❑ 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 workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
"k-41 .-‘-e
demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number "-1 VZ-
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
ElI, 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 y•y-r• t
111.1
sale(Section 7044,Business and Professions Code:The Contractors License DateeSignature
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).
0 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 e-mentio edd y for inspection purposes.
• 7-'`-k- •
Signature Date L�
NOTE: Conduit in attic shall
QPpFESSlO 41, :W., �^tr.
be minimum 18 inches from roof sheeting ���V e TRti„,/, -,,,: .404 CONTRACTOR
g NO.C70764 m ! u Solar Grow
MSP AC II�NI .EXP 11fi 1019 i 16238 B Raymer St..
�F -n- I - 1 - _ Van Nuys.CA 91406
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/i / y IL ..,.,./ 7. LIC TYPE C-46,C-10.C-39
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1-6• / `' . 1•-6 SOLAR MODULES
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- 1 1 2 2 \ 19 Panasonic 330 Watt PHOTOVOLTAIC
f e i \ 9 \ Model#VBHN330SA16 LAYOUT
// 1 1 \ 2 2 2 `. 3'
/ 1'.• '-6'
1'6'
1 1 \ 2 2 \ INVERTER
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o \ SolarEdge 6.0 Inverter
Model#SE6000H-H-US(240V) y w.-.,,.,._ ...
PV Array INDEX
19 Panasonic 330 Watt modules Drawn By
19 P400 Power Optimizers MSP (E)400A Main Service Panel Ar.Pwoayan
Tilt:20 Deg with 2x 200A supply breakers
Azimuth:180 Deq IN (N)6.0 kW Inverter
AC (N)60A AC Disconnect Yen Wang
JB (N),lunction Box 1325 Mayflower Ave,
Arcadia.CA 91006
EMT type Conduit
NOTE:CONDUIT SHALL BE PAINTED TO MATCH EXISTING SURFACE. FMT type Conduct ssnu
WIRES FROM JB TO HOUSE WALL WILL RUN THROUGH FMT TYPE CONDUIT ------ -- Fire Setback Line ow it Ni.
THEN WILL BE RUN THROUGH EMT TYPE CONDUI 05''110'
5/17/2018
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,-,„„t. your P fans
ote►,�►t♦, ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
1325 Mayflower Ave.
Arcadia,CA 91006
Job: Wang, Yan
Prepared For:
LA Solar Group
16238 B Raymer Street
Van Nuys,CA 91406
(818)373-0077
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2016/ASCE 7-10
2- Wind: 110 MPH,Exposure:C
3 - Wood Species:Douglas Fir Larch(G =0.5)
Notice:Use restrictions of these calculations.
The attached Calculations are 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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0 NO. C70784 in
EXP. 06/30/2019 m
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1-844-PV ELITE! info@yoursolarplans.com
3000 E. Birch Street Suite 201 I Brea CA 92821
WIND LOADING ANALYSIS - Roof Components and Cladding
Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <=45°or Monoslope Roof 0 <= 3°
Using Part 1 & 3: Analytical Procedure(Section 30.4 & 30.6)
Job Name: Wang, Yan Subject:
Job Number: Originator: Checker:
Input Data: ,
Wind Speed, V= 110 mph (Wind Map, Figure 26.5-1A-C)
3ldg. Classification = II (Table 1-1 Occupancy Category)
Exposure Category = C (Sect. 26.7) B
Ridge Height, hr= 26.10 ft. (hr>= he)
Eave Height, he = 17.00 ft. (he <= hr)
Building Width = 50.00 ft. (Normal to Building Ridge)
Building Length = 70.00 ft. (Parallel to Building Ridge) ( L
Roof Type= Gable (Gable or Monoslope) I< >I
Topo. Factor, Kzt= 1.00 (Sect. 26.8 & Figure 26.8-1) Plan
Direct. Factor, Kd = 0.85 (Table 26.6)
Enclosed? (YIN) Y (Sect. 28.6-1 & Figure 26.11-1)
Hurricane Region? N 0
Component Name = Fastener (Purlin, Joist, Decking, or Fastener) hr
Effective Area, Ae = 354 ft.^2 (Area Tributary to C&C) he
Overhangs? (Y/N) N (if used, overhangs on all sides)
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0 = 20.00 deg.
Mean Roof Ht., h = 25.00 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 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C)
GCp Zone 2 Neg. = -1.20 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C)
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):
+GCpi Coef. = 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 (Table 26.9-1)
zg = 900 (Table 26.9-1)
Kh = 0.95 (Kh = Kz evaluated at z = h)
Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1)
qh = 24.89 psf qh = 0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z = h)
Design Net External Wind Pressures(Sect. 30.4 & 30.6):
For h <= 60 ft.: p = qh*((GCp) - (+/-GCpi)) (psf)
For h > 60 ft.: p = q*(GCp) -qi*(+/-GCpi) (psf)
where: q = qh for roof
qi = qh for roof(conservatively 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 0.95 24.89 11.95 -24.39 -34.35 -54.26
15.00 0.95 24.89 11.95 -24.39 -34.35 -54.26
20.00 0.95 24.89 11.95 -24.39 -34.35 -54.26
25.00 0.95 24.89 11.95 -24.39 -34.35 -54.26
For z = hr: 26.10 0.95 24.89 11.95 -24.39 -34.35 -54.26
For z = he: 17.00 0.95 24.89 11.95 -24.39 -34.35 -54.26
For z = h: 25.00 0.95 24.89 11.95 -24.39 -34.35 -54.26
Notes: 1. (+) and (-) signs signify wind pressures acting toward &away from respective surfaces.
2. Width of Zone 2 (edge), 'a' = 5.00 ft.
3. Width of Zone 3 (corner), 'a' = 5.00 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 all buildings with overhangs, use Fig. 30.4-2B for'GCp' values per Sect. 30.10.
7. If a parapet>= 3' in height is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall be treated as Zone 2.
8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be 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,� 1,s_. -a.+
T 1 1 1
1 1 1
1 1
1 1 1 1
I 1 1 I 1
1 1 I 7" .i., '5.1;2.• '' 2 Z (i 1 2 '5) 1:1 �0
.J
1 1
I 1 .
1 1
1 v 2' 2 :1'. �: 2 7:j - _.� T•
--- , J14j, rt �:� .fir :1 rl
0 <= 7 deg. 7 deg. < 0 <= 27 deg. 27 deg. < 0 <= 45 deg.
Roof Zones for Buildings with h <= 60 ft.
(for Gable Roofs <= 45° and Monoslope Roofs <= 3°)
2. 2a011 �
1 _
' 1
a '
2; (2,
1 I
I �
ROOF PLAN
Roof Zones for Buildings with h > 60 ft.
(for Gable Roofs<= 10° and Monoslope Roofs <= 3°)
•
Gravity Load Data
Panel Data
Panel: Panasonic 330 Watt
Number of Modules: 19
Racking System: UNIRAC
Weight of PV Module 40.8 lbs
PV Module Dimensions L= 64.5 in
W= 41.5 in
Roof Data
Roof Material: Tile
Roof Dead Load QD= 17 psf
PV System Dead Load Qpv= 3 psf
Framing Spacing spoof= 24 in
Linear Dead Load wp=(QD+Qpy)*Snout= 40 plf
Lag Screw Check Lumber DF-L No.2
Uplift Demand
Design Wind Pressure p= -34.3 psf(Zone 2)
Trib. Depth for Each Rail dp = L/2= 2.69 ft
Trib. Depth for Each Rail bpi=W/2= 1.73 ft
Screw Anchor Spacing spy= 6 ft(max.)
Uplift Force on Each Screw, Portrait UL=(p+Qpv)*dpv*spy= -505 lbs(Upwards)
Uplift Force on Each Screw,Landscape Uw=(p+Qp„)*bp."spv= -325 lbs(Upwards)
Design Uplift Force P„p,;ff=0.6*[Max(UL, Uw)]= -303 lbs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
CD= 1.6 CM= 1 C,= 1 SG= 0.50 C . Ce9, Cg, Cd;, C,,,are not appicable
Speicfic Gravity of Lumbei SG = 0.50 NDS Supplement Table 4e
Diameter of Lag Screw D= 5/16 in
Withdraw Design/in 1800*SG"`*D"Q= 266 lbs/in NDS 2015 12.1-1
Depth of Embeddment Ip= 2.50 in
Total Nominal Withdrawal Value W=W*Ip= 665 lbs
Withdrawal Design Vaule W=W*CD*CM*C,= 1064 lbs NDS 2015 Table 11.3.1
Demand-Capacity Ratio P„p,;ff I W= 0.29 < 1 [OKAY]
Beam/Top Chord Check Lumber:DF-L No. 2
Moment Demand
Span : 1 2 3 Orientation j li (ft) pi(lbs)
Lenght(ft) : 8 8 8 1 3.8 -505
Portrait 2 7.6 -505
3 9.1 -505
Linear Dead Load wd= 40 plf Portrait 4 13.0 -505
Wind Load, Portrait UL= -505 lbs 5 14.5 -505
Portrait
Wind Load, Landscape Uw= -325 lbs 6 18.4 -505
#of Attachment per Rafter NA= 6
M(x)=Rix-Li)-Pj(x-If)-w22
1000
4- 500
C 0
v
E 0.0 5.0 10.0 15 20.0 25.0 30.0
2
-500
-1000
Length x(ft)
Ma,Moment
Dead 348 lb-ft
Dead+Wind 708 lb-ft
Dead+Snow 348 lb-ft
Moment Capacity Framing Member Size 2x4 Lumber Grade: DF-L No. 2
CM= 1 Ct= 1 Cr= 1.15 CF= 1.5 fb= 900 psi Cf„and C,are not applicable
Breadth b= 1.50 in
Depth d= 3.50 in
Section Modulus Sx =bd2/6= 3.063 in3
Bending Stress Capacity Fb= CM*Ct*Cr*CF*fb= 1553 psi Table 4.3.1 NDS 2015
Co Fb'=Co* Fb Ma*Sx ASD Load Design Bending DCR
Dead 0.9 1397 psi 1365 psi D 1365 psi 0.98 OKAY
Dead+Wind 1.6 2484 psi 2773 psi .6W+.6D 1664 psi 0.67 OKAY
Dead+Snow 1.15 1785 psi 1365 psi D+S 1365 psi 0.76 OKAY
Deflection Limit E= 1600 ksi I = 5.36 in4
Transient Deflection 0.215 in
Transient Deflection Allowed 446 > 180 [OKAY]
Total Deflection 0.513 in
Total Deflection Allowed 187 > 120 [OKAY]
SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402
PV System Weight
Module Model Panasonic 330 Watt
Panel Weight Wpanel = 40.81 lbs
Number of Panels NPV = 19
Total PV System Weight WPV= Wpanel * NPv = 775.39 lbs
Existing Roof Weight
Roof Weight Qo= 17.0 psf
Building Length LbUild = 70 ft
Building Width Wbuild = 50 ft
Roof Area AbUiid= 3500 ft`
Building Perimeter Pbuild= 240 ft
Wall Height ht= 8 ft
Wall weight Qwall= 15 psf
Interior wall weight Qint= 10 psf
Floor Load Wfloor=Abuild * QC) = 59500 lbs
Wall Load Nwan= ht/2 *Qwall* Pbuild + Abuild * Qint/2 = 31900 lbs
Total Story Weight Wbuild = Wfloor+ Wwall= 91400 lbs
Percentage Weight Increa WPV/Wbuild = 0.85% < 10% OKAY