HomeMy WebLinkAboutUntitled City of Arcadia, CA Permit No.SOLR-19-1676
I
Development Services Depament D' �'� i' 1 r \\ mj Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021 � L' , rl� {..— Arcadia,CA 91066-6021 ,�l J ( _�t� _Id-)Work Classificotion:Solar-Residential
�1 V (626)574-5416 _ - :Permit Status;Issued
ARCADIA HIssue lbate:08/22/20191 Expiration: 02/18/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
2230 S Santa Anita AVE Arcadia,CA 5789024012
Contacts
VIRGINA CHIPP Owner CANOPY ENERGY Contractor
2230 5 SANTA ANITA AVE 6842 VAN NUYS BLVD 800,VAN NUYS,CA 91405
(424)351-6617 1018825
Description:ROOF MOUNTED SOLAR SYSTEM 44 MODULES 44 Valuation: $ 0.00 Tenant
OPTIMIZERS
Total Sq Feet: 0.00 Plan Check 4 Plan 4
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt p REC-02228-19 $308.24
Fire Plan Check Fee Residential $50.00
Inverters $77.78 Amount Due: $0.00
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $308.24
g-.2,2--11 Ivi CGW1LETAD
�f I I CALLS FOR INSPECTIONS
6 . I P1 Or
rh..l Request for inspection by telephone at 626-574-5450. Leave a message
1\I (/ !/L`— VVV'�, """ 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.
g '
August 22,2019
Issued By: Date
August 22,2019 Page 1 of 1
AR
I !I PERMIT/PLAN REVIEW APPLICATION
. rr>
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:
11
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code d my license is in full
force and effort.
fort. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. 14 I/clap. Date 0% tO
compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractor 1� e» performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
IDI 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'cqmpensation insurancegamier/and polirrcry��ynumbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier W-e 'Q Ulf l le thci-P3 v\\L`y l 4 Mt7C✓' t AIWA
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number Zc�E7Ct O I I
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 IDI 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
IDL 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
sale(Section 7044,Business and Professions Code:The Contractors License Date 2Z1 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.
0 I, as owner of the property, am exclusively contracting with licensed -
contractors to construct the project(Section 7044,Business and Profession
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 lam 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
furt/her-informatio\rn. 1 t
tame (.-FJ()1 -e V1\\ Cc\ Title S tCJi ITC r. ---
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.
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 prope for inspection purposes.
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8/21/2019
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yoursotarp[ans.com
41)41)411
11 %flU ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS
Structural Calculations for
SOLAR POWER SYSTEM CONNECTION CHECK AT:
2230 S.Santa Anita Ave.
Arcadia,CA 91006
Job: #118233-Chipp,Virginia
Prepared For:
Canopy Energy
6842 Van Nuys Blvd.,Ste.800
Van Nuys,CA 91405
(424)351-6617
Design Criteria
1- Code: CALIFORNIA BLDG CODE 2016/ASCE 7-10
2-Wind: 110 MPH,Exposure:C
3-Wood Species:DF-L No.2(SG= 0.5)
Notice:Use restrictions of these calculations.
The attached Calculations are valid only when bearing original signature hereon.
Contractor/Client to verity 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
pNrOFESSO
cNo. C70784
A
Exp.0613012021* ATF OF CAlFti
1-844-PV ELITE I info@yoursolatplans.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 a 3°
Using Part 1 &3:Analytical Procedure(Section 30.4&30.6)
Job Name: #118233-Chipp,Virginia Subject:
Job Number: Originator: I Checker:
Input Data:
A
Wind Speed,V= 110 ;mph (Wind Map, Figure 26.5-1A-C)
3ldg. Classification= II (Table 1-1 Occupancy Category)
Exposure Category=, C 1(Sect.26.7) B
Ridge Height, hr= 1020 ft. (hr>=he)
Eave Height, he= 8.00 ft. (he<=hr)
Building Width= 25.00 ft.(Normal to Building Ridge)
Building Length=I 70:00 ft.(Parallel to Building Ridge) I L
Roof Type=. Gable (Gable or Monoslope) plan �I
Topo. Factor, Kzt=; 1.00 ,(Sect.26.8&Figure 26.8-1)
Direct. Factor, Kd=, 0.85 :(Table 26.6)
Enclosed? (Y/N) Y ,(Sect.28.6-1 & Figure 26.11-1)
Hurricane Region? N
Component Name='Fastener (Purlin,Joist, Decking, or Fastener) hr
Effective Area,Ae= 788 ft^2 (Area Tributary to C&C) he
Overhangs?(YM), N (if used, overhangs on all sides)
L
Resulting Parameters and Coefficients: Elevation
Roof Angle, 0= 10.00 deg.
Mean Roof Ht., h= 15.00 ft. (h=he,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,30.4-213, 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/zgy(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*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)
t {
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: 10.20 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'= 3.00 ft.
3.Width of Zone 3 (corner), 'a'= 3.00 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:
11111
t
4
n°; -_i- _H`- I°fi°i •-t°1*
•r - --,
1 o o C 000000 000000
a OO COO
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°)
lr1 a r ,
l 1
a
j
ROOF PLAN
Roof Zones for Buildings with h>60 ft.
(for Gable Roofs a 10°and Monoslope Roofs<=3°)
Gravity Load Data
Panel Data
Panel:) MSE310SQ8T
Number of Modules:i 44
Weight of PV Module! --46.10/lbs
PV Module Dimensions L= 65.51 l in.
W=` _ 39.33iin
Roof Data
Roof Material:I RolIed Comp J
Roof Dead Load Qa=; 10jpsf
PV System Dead Load Qp„= 3 psf
Framing Spacing s,oat=L_48'in
Linear Dead Load wp=(QD+;It)•Sroof= 52 plf
Lag Screw Check Lumber DF-L No.2
Uplift Demand
Design Wind Pressure p= -30.8 psf(Zone 2)
Trib.Depth for Each Rail dp =L/2= 2.73 ft
Trib.Depth for Each Rail bp„=W/2= 1.64 ft
Screw Anchor Spacing spy=raft(max.)
Uplift Force on Each Screw, Portrait UL=(p+pp„)*is„•spr= 404 lbs(Upwards)
Uplift Force on Each Screw,Landscape Uw=(p+Qp„)•bp,.•sin= -183 lbs(Upwards)
Design Uplift Force 13.10 0=0.6•[Max(U L,UW)]= -182 lbs(Upwards)
Uplift Capacity
NDS 2015 Adjustment Factors
Co= 1.6 CM= 1 Cr= 1 SG= 0.50 Ca,Ceti,Cs,Cdi,Cb are not appioable
Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a
Diameter of Lag Screw D= 5116Jin
Withdraw Design fin 1800•SG"1•D319= 266 lbsfin NDS 201512.1-1
Depth of Embeddment Ip= 2.50_in
Total Nominal Withdrawal Value W=W•I,= 665 lbs
Withdrawal Design Vaule W'=W•C D•CM•Ci= 1064 lbs NDS 2015 Table 11.3.1
Demand-Capacity Ratio Poplin/W= 0.17 < 1 [OKAY]
Title Block Line 1 Project Title:
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Wood Beam
Fie i.CAUsersPete\00CUME-1tPROJEC-1\CANOPY-1w11823-11ec.eco..
7 Software copyright ENERCALC,INC.1983-2018,BuUd:10.18.12,13 .
Description: -None-
CODE REFERENCES
Calculations per NDS 2015,IBC 2015,CBC 2016,ASCE 7-10
Load Combination Set:ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design Fb+ 900ps E:Modulus of Elasticity
Load Combination ASCE 7-10 Fb- 900 ps Ebend-toc 1600ks1
Fc-PAI 1350ps Eminbend-xx 580ksi
Wood Species : DouglasFir-Larch Fc-Perp 625ps
Wood Grade :No.2 Fv 180 ps
•
Ft 575 ps Density 31.21 pcf
Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase
ao
W(-01304) o W(1.304) W(- d1� 2r(1.183) W(-1.304) W1.304) (((a���
4x10
I Span=24.0 ft
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D=0.0130 ksf, Tributary Width=4.0 ft
Point Load: W=-0.3040 k @ 3.50 ft
Point Load: W=-0.3040 k @ 7.50 ft
Point Load: W=-0.1830k@11.50ft
Point Load: W=-0.1830 k @ 13.50 ft
Point Load: W=-0.3040 k @ 17.50 ft
Point Load: W=-0.3040k@21.50ft
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.914 1 Maximum Shear Stress Ratio = 0.191 :1
Section used for this span 4x10 Section used for this span 4x10
fb:Actual = 1,021.62psi iv:Actual = 30.90 psi
FB:Allowable = 1,117.8Opsi Fv:Allowable = 162.00 psi
Load Combination +D+H Load Combination +D+H
Location of maximum on span = 12.000ft Location of maximum on span = 0.000 ft
Span if where maximum occurs = Span#1 Span S where maximum occurs = Span if 1
Maximum Deflection
Max Downward Transient Deflection 0.000 in Ratio= 0<360
Max Upward Transient Deflection -0.601 In Ratio= 479>=360
Max Downward Total Deflection 1.200 In Ratio= 240>=240
Max Upward Total Deflection -0.138 In Ratio= 2086>=240
Maximum Forces&Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd CFN C1 Cr Cm Ct CL M Ib Fb V N FV
+D+H 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.914 0.191 0.90 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1117.80 0.67 30.90 162.00
+D+L+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.823 0.112 1.00 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1242.00 0.67 30.90 180.00
Title Block Line 1 Project Title:
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Wood Beam FIe=C:lUsersPeteWDOCUME-11PROJEC-11CANOPY-1N11823-11ec.ec6 .
Sanware copyright ENERCALC,INC.1983.2018,Bufd:10.18.12.13 .
Description: -None-
Load Combination Max Stress Ratios _ _ Moment Values Shear Values
Segment Length Span 4 M V Cd C FN CI Cr Cm C t CL M fb Fb V hr FY
+D+Lr+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.658 0.137 1.25 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1552.50 0.67 30.90 225.00
+0+5+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.715 0.149 1.15 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1428.30 0.67 30.90 207.00
+1:+0.7501r+0.750L+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0ft 1 0.658 0.137 1.25 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1552.50 0.67 30.90 225.00
+D+0.7501.+0.750S41 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.715 0.149 1.15 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1428.30 0.67 30.90 207.00
+D+0.60W+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.149 0.040 1.60 1.200 1.00 1.15 1.00 1.00 1.00 1.23 296.00 1987.20 0.25 11.41 288.00
+D+0.70E+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.514 0.107 1.60 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1987.20 0.67 30.90 288.00
+D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.239 0.052 1.60 1.200 1.00 1.15 1.00 1.00 1.00 1.98 475.37 1987.20 0.33 15.09 288.00
+D+0.750L+0.7505+0.450W+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.239 0.052 1.60 1.200 1.00 1.15 1.00 1.00 1.00 1.98 475.37 1987.20 0.33 15.09 288.00
+D+0.750L+0.7505+0.5250E+H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.514 0.107 1.60 1.200 1.00 1.15 1.00 1.00 1.00 4.25 1,021.62 1987.20 0.67 30.90 288.00
+0.600+0.60W+0.60H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.060 0.025 1.60 1.200 1.00 1.15 1.00 1.00 1.00 0.49 118.95 1981.20 0.16 7.24 288.00
+0.600+0.70E+0.60H 1.200 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0ft 1 0.308 0.064 1.60 1.200 1.00 1.15 1.00 1.00 1.00 2.55 612.97 1987,20 0.40 18.54 288.00
Overall MaximumDeflections _
Load Combination Span Max.•-•Den Location In Span Load Combination Max.'+'Deft Location N Span
D Only 1 1.1998 12.088 0.0000 0.000
Vertical Reactions Support notation:Far left ls#1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum -0358 -0.824
Overall MINimum 0.708 0.708
+D+H 0.708 0.708
+04+H 0.708 0.708
+D+Lr+H 0.708 0.708
+D+S+H 0.708 0.708
+D+0.750Lr+0.750L+H 0.708 0.708
+0+0.750L+0.750S+H 0.708 0.708
+D+0.60W+H 0.253 0.214
+D+0.70E+H 0.708 0.708
4+0.750Lr+0.750L+0.450W+H 0.367 0.337
+D+0.750L+0.7505+0.450W+H 0.367 0.337
+D+0.750L+0.7505+0.5250E+H 0.708 0.708
+0.600+0.60W+0.60H -0.030 -0.069
+0.60D+0.70E+0.60H 0.425 0.425
D Only 0.708 0.708
If Only
L Only
S Only
W Only -0.758 -0.824
E Only
H Only
SEISMIC WEIGHT COMPARISON/ANALYSIS -(PER CBC 2016 Part 10 Chapter 4 Section 402
PV System Weight
Module Model MSE31OSQ8T
Panel Weight Wpanal= 40.1 lbs
Number of Panels Npv= 44
Total PV System Weight Wpy=Wpanei•Npv= 1764.4 lbs
Existing Roof Weight
Roof Weight Qp= 10.0 psf
Building Length Lb, id= 70 ft
Building Width WbU;id= 25 ft
Roof Area Ab, id= 1750 ft`
Building Perimeter Pbmrd= 190 ft
Wall Height ht= 8 ft
Wall weight Owen= 15 psf
Interior wall weight Clint= 10 psf
Roof Load Wfloor=Aboild*OD= 17500 lbs
Wall Load Nwall= ht/2*°wan*Pbuad +Abalid*°int/2= 20150 lbs
Total Story Weight Wbwtd=Wfloor+Wwan= 37650 lbs
Percentage Weight Increa Wpv/Wband= 4.69%<10%OKAY
a
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: IA c930 S SO1J10 A-1.9ii 4V R J11/2C04 /q CA
Permit Number: 50 LIZ- - t9' I67G
Brief Job Description: So OIL syS't-S
Number of smoke alarms installed: 5'4 ,
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.aovllicensinalistings/licenselistinq bml searchcotest.ohp
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 for go'n is true and correct, and that this
declaration was executed on (Date) If 19 at Arcadia, California.
rr
Owner's Name (printed/type', -� _e_r J/
' Signature of Owner:
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
SMOKE ALARM AND CARBON MONOXIDE ALARM LOCATIONS
Guest Room .D3athrou
I ® Storage
El
I I .Family Room o.ttt
s
so Garage
L....,_„__ "Pm
FIRST FLOOR PLAN
lb= SMOKE ALARM Pi = CARBON MONOXIDE ALARM
I Mstr
l Bath
Master Bedroom
Dining Room Kitchen
30
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CANOPY ENERGY OWNER 44_mmSOLAR_31_r
6842 VAN NUYSBDS 800 VIRGINIA CHIPP , e_EDG Em_H-US
VAN NUYS CA 91405 2230 S SANTA ANITA AVE. 44 P320 OPT_ERS
ARCADIA,CA 91006
p, _ MIN OPERATING MODE: > r2
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