HomeMy WebLinkAboutSOLR-21-0215 •
,.r.: City of Arcadia, CA Permit NO. SOLR-21-0215
Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification:Solar-Residential Over 10 KV
(626)574-5416 Permit Status:Issued :
ARCADIAN Issue Date:02/10/2021 1 Expiration: 02/10/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
305 JOYCE AVE Arcadia,CA 91006-2929 5772029017
Contacts
JAMES FORAND Owner SOLAR OPTIMUM INC* Contractor
305 JOYCE AVE 501 W Glenoaks BLVD#555,Glendale,CA 91202
(714)469-3190 (818)804-3122 972228
Description:ROOF MOUNT PV SYSTEM, 28 MODULES/MICRO Valuation: $ 0.00 Tenant
INVERTERS,NEW 125 AMP LOAD CENTER
Total Sq Feet: 0.00 Plan Check# Plan#
.�
Fees Amount Payments Amount Paid r
Building Plan Check Fee Residential $100.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt#REC-06721-21 $324.72
Electrical Permit Issuance Fee $47.01
Amount Due: $0.00
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $324.72 ED
CPtig
V r &L. 3 'i .21-5" . 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.
��
February 10, 2021
Issued By:Steven Roberts Date
February 10,2021 Page 1 of I
FA.
4 ! PERMIT/PLAN REVIEW APPLICATION
•� .
Development Services Department,240 West Huntington Drive, Post Office Box 60021
of‘40 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. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class Li se No. Exp. Date 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 DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section
❑ I herebyaffirm under 3700 of the Labor Code,for the performance of the work for which this permit
penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and policy numbers are:
License Law for the following reason(Section 7031.5,Business and Professions
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
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
(This section need not be completed if the permit is for one hundred dollars or less)
provisions of the Contractors License Law(Chapter 9(commencing with Section
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 371.1 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
sale(Section 7044,Business and Professions Code:The Contractors License Date®2!/O; g I Signature A
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
pc
:Dr NAME Title
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 '.' all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter , n e above-mentioned property for inspection purposes.
i
Signature Date 6 2/ ,d,
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AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: SoC 3-11
Permit Number: 21 - 0245--
Brief
1 - O2Brief Job Description: T \t
Number of smoke alarms installed: ,6
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/iicensinglistings/licenselistinq bml searchcotest.php
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 foregoing is true and correct, and that this
declaration was executed on (Date) 3_•$•.Z( ._.___r, _____ at Arcadia, California.
Owner's Name (printed/typed): •�'C1 D sz-.00 -11
Signature of Owner: A11,9
NW
,iir
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
-1....
SOLAR
OPTIMUM
STRUCTURAL
CALCULATIONS
for
SOLAR ELECTRIC SYSTEM FOR
FORAND RESIDENCE
(III OFARC.4DIA
DeveloiATt Services Department
A['PROVED
305 JOYCEAVENUEAk ,1 ,,,, 01006
on the job at all times and no changes or alterations
shall be made c\cept hn the Building Division.
The Shaul* . '' Fand specification shall not
be held to POURn1VaI
° S0of the i inlation
of all 4c?1 . , ti tick :.;,mire or%hate 141%%
m
C69263
J, Exp.06/30/22 Q
%• CIV IV. ,
\F
wiz
Solar Optimum, Inc., 614 W. Colorado St., Glendale, CA 91204
Tel: (818)745-1475
As
PROJECT: FORAND RES PAGE:
CLIENT: DESIGN BY:
JOB NO.: DATE: REVIEW BY:
Wind Analysis for Low-rise Building.Based on ASCE 7-16/IBC 2018/CBC 2019
INPUT DATA -
Exposure category(B.C a D) C
All
Importance factor,pg 77,(0.87,1.0 or 1.15) I = 1.00 Category II
Basic wind speed(IBC Tab 1609.3.1V3s) V = 110 mph
Topographic factor(Sec.6.5.7.2,pg 26&45) Kr = 1 Flat = 2,
Building height to eave he = 18 ft
Building height to ridge h, = 25 ft 11111111II
Building length L = 81 ft [ B 1
Building width B = 46 ft
Effective area of components A = 11 ft2
DESIGN SUMMARY
Max horizontal force normal to building length,L,face = 30.03 kips
Max horizontal force normal to building length,B,face = 17.89 kips
Max total horizontal torsional load = 296.53 ft-kips
Max total upward force = 70.38 kips
ANALYSIS
Velocity pressure
qh=0.00256 Kh Krt Kd V2 I = 24.01 psf
where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27)
Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.6-3,Case 1,pg 79) = 0.91
Kd=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85
h=mean roof height = 21.50 ft
<60 ft,[Satisfactory]
<Min(L,B),[Satisfactory]
Design pressures for MWFRS
p=qh[(G Cpf)-(G Cpl)]
where: p=pressure in appropriate zone.(Eq.6-18,page 28). p,N„= 10 psf(Sec.6.1.4.1 &6.1.4.2)
G C°f=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54)
G C°,=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47)
= 0.18 or -0.18
a=width of edge strips,Fig 6-10,note 9,page 54, MAXI MIN(0.1B,0.4h),0.04B,3] = 4.60 ft
Net Pressures(psf),Basic Load Cases Net Pressures(psf),Torsional Load Cases
Roof angle 0 = 16.93 Roof angle 0 = 0.00 Roof angle 0 = 16.93
Surface Net Pressure with Net Pressure with Surface G Net Pressure with
G C°, (+GC°,) (-GC,,,) G C°f (+GCp 1) (-GC,,,) °r (+GCp 1) (-GC,,,,)
1 0.50 7.76 16.41 0.40 5.28 13.93 1T 0.50 1.94 4.10
2 -0.69 -20.89 -12.25 -0.69 -20.89 -12.25 2T -0.69 -5.22 -3.06
3 -0.46 -15.31 -6.66 -0.37 -13.21 -4.56 3T -0.46 -3.83 -1.67
4 -0.40 -13.96 -5.31 -0.29 -11.29 -2.64 4T -0.40 -3.49 -1.33
1E 0.76 13.95 22.60 0.61 10.33 18.97 Roof angle 0 = 0.00
2E -1.07 -30.02 -21.37 -1.07 -30.02 -21.37 Surface ,.., Net Pressure with
3E -0.66 -20.10 -11.46 -0.53 -17.05 -8.40 C°1 (+GC,,,) (-GC,,,)
4E -0.60 -18.66 -10.01 -0.43 -14.65 -6.00 1T 0.40 1.32 3.48
5 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 2T -0.69 -5.22 -3.06
6 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 3T -0.37 -3.30 -1.14
4T -0.29 -2.82 -0.66
3E 3 2 3 2 2 3 2 ZONE 2/3 BOUNDARY >E 3 31 21 3 2 2 T 21
6 4 i�6 4`_1T If 2E 2 6 4�_1T . i�6
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REFERENCE CCRNER TE IE
REF-ERE/ICC CORNER
/ REFERENCE CORNER / REFERENCE CORNER III
c4sW1NO aREC110N WINO DIRECTION *44 WIND DIRECTION WIND DIRECTION
Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction
Basic Load Cases Torsional Load Cases
FORAND RES
305 JOYCE AVENUE,
ARCADIA, CA 91006
LOAD CRITERIA
WEIGHT OF MODULE 41.88 LB
MODULE LENGTH 5.44 FT
MODULE WIDTH 3.25 FT
MODULE AREA 17.68 FT^2
UNIT WT OF MODULE 2.37 PSF
AVG RACKING WT 0.3 PSF
TOTAL AVG WT (MODULE+RACKING) 2.67 PSF
NO OF MODULE 28
CONNECTION POINT TRIB LENGTH 2.75 FT
CONNECTION POINT TRIB WIDTH 6 FT MAX. SPACING
CONN POINT TRIB. AREA 16.5 FTA2
LOAD PER CONN PT LOAD 44 LB
ROOF SLOPE 17.00 DEGREE
SLIING FORCE 12.87 LB LOAD*SIN(ROOF SLOPE )
LOAD ON EXISTING ROOF
1) ROOFING 10.00 PSF
2) 5/8" PLYWOOD 1.8 PSF
3) ROOF RAFTER 3.1 PSF
4) INSULATION 1.5 PSF
5) MISC 1.5 PSF
TOTAL DL 17.90 PSF
ROOF AREA 3726 SF
TOTAL ROOF WT 66.70 KIP
WALL WT 3.05 KIP
TOTAL BUILDING DL 69.74 KIP
EACH MODULE AREA 17.68
TOTAL AREA OF MODULE 495.04 SF
TOTAL MODULE WT 2.97 KIP
ADDITIONAL DL ADDED TO EXISTING BUILDING 4.26 %
LATERAL LOAD ANALYSIS COMMENTS
SINCE TOTAL ADDED DL TO THE BUILDING IS LESS THAN 10%, PER CBC 2019 EXISTING LATERAL
RESISTING ELEMENTS WILL NOT BE AFFECTED
VERTICAL LOAD ANALYSIS COMMENTS
PER CBC SECTION 1607.9.1.1 EXCEPTION 2, THE ROOF LL CAN BE PERMITTED TO BE
RATIONALLY REDUCED TO 10 PSF AT THE AREA OCCUPIED BY THE SOLAR MODULES
THEREFORE, DESIGN LOAD BY ADDING SOLAR MODULE OF 2.75 PSF IS LESS THAN WITHOUT
MODULES AND HENCE EXISTING FRAMING WILL THEREFORE BE OK.
FORAND RES
305 JOYCE AVENUE,
ARCADIA, CA 91006
CONNECTION DESIGN
`VELOCITY PRESSURE, qh 124.01 IPSF (SEE WIND LOAD CALC)
A) LATERAL FORCE Fh FOR ROOFTOP STRUCTURES (FOR ONE CONN POINT)
(ONE SCREW PER CONN POINT)
HORIZONTAL WIND FORCE, Fh = qh * Gcr*Af ASCE 7-16, Eq. 29.4.4
WIDTH OF BUILDING, B 46 FT
MEAN HEIGHT OF BLDG, H 25 FT
CONNECTION POINT TRIB LENGTH, I 6 FT MAX. SPACING
CONNECTION POINT PROJECTED HEIGHT 0.80 FT [2.75' SIN(ROOF SLOPE)]
VERTICAL PROJECTED AREA, Af 4.82 FTA2
Gcr 1.9 IF(B*H*0.1>Af,1.9) ASCE 7-16, Eq. 29.4.4
WIND LATERAL FORCE, Fh 220 LB
SLIDING FORCE 12.87
DESIGN LATERAL FORCE 232.90
B) VERTICAL FORCE Fv FOR ROOFTOP STRUCTURES ( (FOR ONE CONN POINT)
VERTICAL WIND FORCE, Fv= qh * Gcr*Ar ASCE 7-16, Eq. 29.4.4
WIDTH OF BUILDING, B 46 FT
LENGTH OF BLDG, L 81 FT
CONNECTION POINT TRIB LENGTH, I 6 FT
CONNECTION POINT TRIB WIDTH,w 2.63 FT [2.75' COS(ROOF SLOPE)]
HORIZONTAL PROJECTED AREA, Ar 15.78 FTA2
Gcr 1.4 IF(B*L*0.1>Ar,1.5) ASCE 7-16, Eq.29.4.4
WIND VERTICAL FORCE, Fv 530.4 LB
DESIGN WITHDRAWL FORCE 530.4
I
I
I
FORAND RES
305 JOYCE AVENUE,
ARCADIA, CA 91006
CONNECTION DESIGN
DESIGN LATERAL FORCE 232.904
USE LAG SCREW 5/16" INCH
CAPACITY PER ONE SCREW, Z11 320 LB (NDS 2018 REFERENCE DESIGN VALUE,SEE ATTACHED)
DESIGN CAPACITY, Z„ 425.6 LB
DESIGN IS GOOD
DESIGN WITH DRAWL FORCE 530.405
USE LAG SCREW 5/16" INCH
WITHDRAWL CAPACITY 227 LB (NDS 2018 REFERENCE DESIGN VALUE,SEE ATTACHED)
DESIGN WITHDRAWL CAPACITY 1056.69 LB
DESIGN IS GOOD
'COMBINED WIND SHEAR/UPLIFT ' 0.25 0.299 0.55 < 1.0 DESIGN IS GOOD
(UPLIFT)(SHEAR)
USE 5/16" DIA X 3 1/2" (EMBEDMENT) LAG SCREW PER CONNECTION POINT
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.. . . .. .. .
,...
• i J-213
Table 9.2A Lag Screw Withdrawal Design Values (W)1
,,'
_--,-, A:4,t1,1,0 • ii. -0-.r-i
Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of-, ,=-•t-.,..• t;-•_.% .-i.- if_t,.zif.!;Itf
Length of thread penetration in main member shall not include the length of the tapered tip[see App-i.„ "ri*IX1
I,
0 kzte...,,strza ••5-6-', 1,
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Specific .
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,,,. •.:1:keivi. -v,••;,...,•D. • -a... ,i, 5
Gravity Lag Screw Unthreaded Shank Diameter,D2 : tlilicfarh'r.-.1.-"h. .:PC11.1*Tz:r:
G .._...t 1 .:1*..4.
1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" f- 1--:A .. • 1-4.
;-k%-lit-41.,::44R-4.4•'41-
0.55 260 307 • 352 395 437 516 592 664734 - ... ' ..,..- . . ....,...1..2.
..,„::...,; i:0,,Isif:.,t:,,,d .:? 25..,.. :, 266A... 305 . ,; 342. 37e .' •447 513 . •,...570.,; .iii:.,4)1P -i-45.e..
'' ., ..„.,--" „,....•!,,V,i,-110,. ,;-•.t'
0.45 192 227 260 292 323 382 438 492 543', ,k*.s:14,.., ..,....12.4:AT-4.,...F.Ot.f;1.,
:Zien.'.1140,1:ef: .Z.At:4.1.: ..-v f ike- 7:te.....-....24j-' . ''-'Z711: '..*3i0'... ''''...36;f:,. .J. az, . . ‘ -A.1 4 1,...;:.-'w 4 1 fi ;Prt:Tttir,:.,
0.35 132 156 179 200 222 262 300 337373
•-., .,:lijA J.IMisAlt,;,,,T144Cz
' Tabulated withdrawal design values(W)for lag screw connections shall be multiplied by all applicable adjustment factors(secAlsTS0..i :.•A't1 j":.. t.g.474tiftj,'
ibble 73.1).
2 Interpolation is permitted
• --:,,, =4--4.-iav4.1.-iii:,l' .--..„7,1,-;',3!,)--,
Table 9.3A Lag Screw Design Values (Z) for Single Shear(two member)COrngi,i . ,TVA:',.-4-,, .,„__-- t-44
with both members of identical species -"...-fa;;I:
74e4v • '''- ''--""': '
Side Lag -: 1.4-'
Member Screw .,,:- A,f..,*:iffit-A-i...,4--;;F,4
Thickness Diameter G4.55 G=0.50 G=0.45 G0 40 -' -,::::.?... .5i.??4:41: --,7,77.,-.,.
AigM,-Ww,
•4 - a,- -
t D Z11 Z.... Z , Zi Z11 Z., Z..., Zi Zi Z., Z Zi. ZI ZZ., -Zi..' r.. ,,* ... .,..4,..
inches inches lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. ,"ir-,41..4471'1•4r 1-'2',
1/4 230 180 180 170 220 170 170 160 210 • 160 160 150 200 150 150 1401i9.„!--at...
--..347,,wokiTi._17solatit •I-43w*-4 _5.tc#:_q.Pio,-toT•Aps-„,12qi-,.,0:4 -40t 7-8_Fmk,,. .,,_Ff!:.. gniw,F7-_-.7.2::-F;
3/8 420 300 300 280 400 270 290 250 380 240 270 220 360 210 250 190 .. 3_1n.1,„,,t.:..t .•iig;•.;4...z --',frilii
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' Tabulated lateral design values(Z)for lag screw connections shall be multiplied by all applicable adjustment factors(ANSI/AF&R-, ,- . ..!- ,. --*, , ..1.,.11.,.._
2 Tabulated lateral design values(Z)are for'Tull diameter"lag screws(see Reference 6)inserted in side gain with lag screw axis Peful
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