HomeMy WebLinkAboutUntitled p City of Arcadia, CA ; ., v � Permtt.NO SOLR 19-1733
Development Services Department i �z ,F "� ±sir :;t' �t ; Permit"Type:Solar
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240 West Huntington Drive,Post Office Box 60021 r' 4,17 i 'v { r5 3 w - z
Arcadia,CA 91066-6021 JLL j F A iii isi j u�l-,.work Classification:Solar-Residential
(626)574-5416 +`--. - PermitStatys:Issued
ARCAI97AIssueDDate:08/29/2019.1 Expiration. 02/25/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
2282 Highland Vista DR Arcadia,CA 5765030018 '.
Contacts
COHEN,MELVIN AND RENATE M TRS Owner LEVI BUILDERS, INC Contractor
RENATE AND MELVIN COHEN TRUST C/O 369 S DOHENY DR 174,BEVERLY HILLS,CA 90211
FARMERS INSURANCE GROUP FCU 982181
2282 HIGHLAND VISTA DR
ii
Description:ROOF MOUNT PV SYSTEM, 17 MODULES/1 ' Valuation: $ 0.00 Tenant
INVERTER , Total Sq Feet: 0.00 Plan Check B 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-02316-19 $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 C
Total; $308.24 l &no-- 1O •5• 1 9
CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
QCOMPLETED 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.
OFX•••._ / August 29, 2019
Issued By: Date
August 29,2019 Page 1 of 1
, A.
a'05044.,
.' :
PERMIT/PLAN REVIEW APPLICATION
I17f 11\g e„!
Eli*' 4 Development Services Department,240 West Huntington Drive,Post Office Box 60021
=r„ Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
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. 0 I have and will maintain a certificate of consent to self-insure for workers'
License Class Cr[n 1 icense No. Exp. Data compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractor performance of the work for which this permit is issued.
OWNER-BUILDER D CLARATION ❑ 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 his 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 _
demolish,or repair any structure,prior to its issuance,also required the applicant /n� N) '� 1
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number l'r �L..-
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.
work,and employees withtwages as theirs for �/i-I//�(I I Si acompensation,will do the the structure is not intended or offered for)(ate
l�(.{^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 costof 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 to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information. Mgr ame ��� 1A11 Title be-s< 6vU/Ih(dQ'IQ�
PRINT NAME Cl
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 above-mentioned property for inspection purposes.
Signature A Date U/161/./7161/2011
•
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AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CAR=ON MONOXIDE ALAR
Property Address: / /
Permit Number: lei- (733 l
Brief Job Description: i°✓ 457011
Number of smoke alarms installed:
Number of carbon monoxide alarms installed:
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/licensinglistines/ticenselistine bml searchcotest.pho
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 t: ' '.r':. •,o' g and correct, and that this
declaration was executed on (Date) / ' / � at Arcadia, California.
Owner's Name (prints + ,ed): j //
Signature of Owner:
�� � % �r
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
•
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Guest Room 40 .' 3nowouu
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Garage
FIRST FLOOR PLAN
0 SMOKE ALARM N = CARBON MONOXIDE ALARM .
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038 U a 'ENGINEERINGi50LUT,IDNS FOR.ALI.IYOUR'S.OLAR;NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
2282 Higland Vista Dr.,Arcadia, CA.91006
....
Job: 2282 Higland Vista Dr.
Prepared For: \S r��•\w\��,�`l\
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Levi Builders,Inc
369 S.Doheny Dr.,$te.174 ``\o\`" `co���Z��`.,`c:i6- �,.%)c •\\�..`,t1`�, of
Beverly Hills,CA 90 L1`l.„. �,..��c, �,`�\"t�t1/41 \`�S�• \try~\1o' :\\\\�`
(818)927-6086 - y.. `�\� ` N o
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Design Criteria
V-:'.-e- \ir. \,.�\'' cc�ce\ ‘•N`\�:At .oto\ p `."
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1- Code: CALIFORN7t\BLDfI`DOI @t'16/atE'(-,1N,.
2-Wind: 110 MPH,Exposurpop.D." o et. `,"°\:`1\.
3-Wood Species:DF-L I4o•.2( tt. \b.51,�"" •
Notice:Use restrictions of these calculations. -
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verify existing dimensions/conditions prior to construction
&solar racking is installed per manufacturer span requirements.
The use of these calculations is solely intended for the above mentioned project.
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Piot. Il
9lf OF CAUFtis+`
1-844-PV ELITE I info@yoursolarplans.com
3000 E.Birch Street Suite 2011 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: 2282 Higland Vista Dr. Subject: •
Job Number ' - Originator: I Checker:
Input Data:
Wind Speed,V= 1.10 mph (Wind Map, Figure 26.5-1A-C)
31dg. Classification= II (Table 1-1 Occupancy Category)
Exposure Category= C (Sect.26.7) B
Ridge Height, hr= 12.36 ft. (hr>=he)
Eave Height, he= 8.00 ft. (he<= hr)
Building Width= 49.04 ft. (Normal to Building Ridge) -
Building Length= 61.91 ft. (Parallel to Building Ridge) I L
Roof Type= Gable (Gable or Monoslope) K plan
Topo. Factor, Kzt= 1.00 (Sect.26.8&Figure 26.8-1)
Direct. Factor, Kd= 0.85 (Table 26.6)
Enclosed? (YIN) Y (Sect.28.6-1 &Figure 26.11-1) ^
Hurricane Region? N
Component Name= Fastener (Purlin, Joist, Decking, or Fastener) hr. A
Effective Area,Ae= 758 ft.^2 (Area Tributary to C&C) he
Overhangs?(YIN) N (if used, overhangs on all sides)
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0 = 14.00 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 (Fig. 30.4-2A, 30.4-213, 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, 30.4-213, 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= 0.85 (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= 22.35 psf qh=0.00256*Kh*Kzt*Kd*VA2 (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 0.85 22.35 10.73 -21.90 -30.84 -48.72
For z= hr: 12.36 0.85 22.35 10.73 -21.90 -30.84 -48.72
•
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'= 3.50 ft.
3. Width of Zone 3 (corner), 'a'= 3.50 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:
4
T _ - - L- `J— J O COO ` .�, O �OO O_ .O
t It
D o O 0 0 0a 0 0 ' O @CI O b
i�
—65 k
t Or o-0.x` 0 45
)51. 165C1
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°)
21...41 a
Ipci
t- —t
a I
--«--
_ O
3 l-- 3---r+3 e31
ROOF PLAN —1
Roof Zones for Buildings with h >60 ft.
(for Gable Roofs<= 10°and Monoslope Roofs<=3°)
Gravity Load Data
Panel Data
Panel: Panasonic V8HN330SA17
Number of Modules: 17
•
Weight of PV Module 40.81 lbs
PV Module Dimensions L= 62.60 in
W= 41.50 in
Roof Data
•
Roof Material:,Seamless Metal
Roof Dead Load Qo= 10 psf
PV System Dead Load Qp„= 3 psf
Framing Spacing woof= 24 in
Linear Dead Load wo=(Qo+Qp„)•sroof= 26 plf
•
Lag Screw Check Lumber) DF-L No.2 I
Uplift Demand
Design Wind Pressure p= -30.8 psf(Zone 2)
Trib. Depth for Each Rail dp,.=L12= 2.61 ft
Trib. Depth for Each Rail bp„=W/2= 1.73 ft
Screw Anchor Spacing spy= 6.00 ft(max.)
Uplift Force on Each Screw, Portrait UL=(p+ •dp•sp= -436 lbs(Upwards)
Uplift Force on Each Screw,Landscape Uw=(p+Qp")•bp„•sp„= -289 lbs(Upwards)
Design Uplift Force P„pfp,=0.6*[Max(UL,Uw)]= -261 lbs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
CD= 1.6 CM= 1 Cf= 1 SG= 0.50 C„ Cog, Ca, Ca;, Ct„are not appicable
Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a
Diameter of Lag Screw D= s/1,in
Withdraw Design/in 1800•SG"`•D"°= 266 lbs/in NDS 2015 12.1-1
Depth of Embeddment Ip=1-2.501in
Total Nominal Withdrawal Value' W=W•Ip= 665 lbs
Withdrawal Design Vaule W=W•C D•Cm•Ct= 1064 lbs NDS 2015 Table 11.3.1
Demand-Capacity Ratio Poprs/W= 0.25 < 1 [OKAY]
•
•
Beam/Top Chord Check Lumber:DF-L No.2
Moment Demand
Span: 1 2 . Orientation j Ip(ft) pi(Ibs)
Lenght(ft): 8.0 8.0 portrait 1 2.2 -436
2 6.0 -436
3 7.4 -436
Linear Dead.Load wd= 26 plf Portrait 4 11.2 -436
Wind Load, Portrait UL= -436 lbs' • 5 12.7 -436
Wind Load, Landscape U
Portrait
w= -289Ibs 6 16:4 -436
#of Attachment per Rafter NA= 6 I
M(x)=Rr(x-Lr)-P x-L w°xZ
� 500 �-- - -�— --- r--- -)-- _- -— -�
(
-500 00 _ _ 510 _ 10.0 _ 15.0. _ 20.0
E 4000
�
-2000
Length x(ft)
M„ Moment
- Dead 493 lb-ft
Dead+Wind 1563 lb-ft
Dead+Snow 493 lb-ft
Moment Capacity Framing Member Size 2x4 Lumber Grade: DF-L No.2
CM= 1 Ct= 1 Cr= 1.15 CF= 1.3 fb= 900 psi CN and CI are not applicable
Breadth b= 1.50 in
Depth d= 5.50 in
Section Modulus S. =bd2/6= 7.56 ins
Bending Stress Capacity Fb= CM*Ct•Cr`CF*fb= 1346 psi Table 4.3.1 NDS 2015
CD Fb'=CD*Fb Ma*S„ ASD Load Design Bending DCR
Dead 0.9 1211 psi 783 psi D 783 psi 0.65 OKAY
Dead+Wind 1.6 2153 psi 2480 psi .6W+.6D 1488 psi 0.59 OKAY
Dead+Snow 1.15 1547 psi 783 psi D+S 783 psi 0.51 OKAY
Deflection Limit E= 1600 ksi I= 20.80 in4
Transient Deflection 0.137 in
Transient Deflection Allowed 832 > 180 [OKAY]
Total Deflection 0.280 in
Total Deflection Allowed 407 > 120 [OKAY]
SEISMIC WEIGHT COMPARISON I ANALYSIS-(PER CBC 2016 Part 10 Chapter 4 Section 402
PV System Weight
Module Model Panasonic VBHN330SA17
Panel Weight Wpa„ej= 40.81.
Number of Panels Npv= 17
Total PV System Weight WPv.=Wpanei*NPv= 693.77 lbs
Existing Roof Weight
Roof Weight Qo= 10.0 psf •
Building Length Lbund= 61.9
Building Width Wound= 49.0
Roof Area - Abupd= 4580.8 ft`
Building Perimeter Pbuild= 221.8 ft
Wall Height k,= 8 ft
Wall weight Qwaii= 15 psf
Interior wall weight Cinr= 10 psf
Roof Load Wnoor=Abasd* OD= 45808 lbs
Wall Load Nwan=111/2*Qwan' Pbana Abase*Clint/2= 36212 lbs
Total Story Weight WbuI,d=Wnoor+Wwau= 82020 lbs
Percentage Weight Increase Wpv I Whuild= 0.846%e 10%OKAY