HomeMy WebLinkAboutSOLR-21-0180 City of Arcadia, CA Permit NO. SOLR-21-0180
-.--, Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification(Solar-Residential
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date:02/05/2021 Expiration: 02/04/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Par.el Number
1049 PANORAMA DR Arcadia,CA 91007-6131 57 6007014
Contacts
STEPHEN CHEN Owner SOLCIUS LLC* Contractor
1049 PANORAMA DR,ARCADIA,CA 91007
(844)357-2258 976336
-maw d
Description:ROOF MOUNT PV SYSTEM, 10 MODULES/1 Valuation: $ 0.00 Tenant
INVERTER
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount Payments Amount 'aid
Building Plan Check Fee Residential $100.00 Total Fees $30: 24
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-06692-21 $308.►4
Inverters $77.78
Amount Due: $0.11
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $308.24
CALLS FOR INSPECTIONS 1
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 i
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.
RI COMPLETED
February 05, 2021
Issued By:John Zurick Date
February 05,2021 Page 1 of 1
svA•
I PERMIT/PLAN REVIEW APPLICATION
441*, 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
0 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 License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance 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
El 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
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
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.
or my employees with wages as their sole
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 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.
❑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.
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 above-mentioned property for inspection purposes.
Signature Date
ln co LI U
mJCVQ WDid
N E N ,y_ V v, ` 72 4 M K N Nto �-ii c
isW•u . y 01 4 e2 Z aZi u~i 0 1�LL7 b Q 2 Oai 00 Wg F 0
tn
LII I.Li LIJ 0)
.i0- 0 O a T. vii LA. H a >
0
hi
a
21V1OS ONISIX3
m
❑ ❑p
J-om ❑
Oaw
�=rnw .,, ,,,$ii 0 \
Q.J=
DZr111111H-AAPPCI
W CL a0O
wre o - • /1/
� LLw LL
z�le0 1 IP Q L
0,30 O Q
o,-W o /1
�
oz (V N
XD ¢ •
co
XI-~J C0 co
WCV awa 0 7 L
j F=OrWO • L O
p.-W�`r H. C
} W
a O
to r
gR N
0
Ro . 0
o6 ■
`1 JC O •
U a { _
R O EXISTING SOLAR
688
Cf 6 g
WW 0
A 4.
CU k
w J' 4
li;
e
°o v g g~ ¢
K " n Q
O ._ N i. 111104 w
1 A
^
O o e
o
0 mxa
evk-
ega o o > A
O V rn n Y V F
N a 3 N 0 * F
e
JF ,M = co
w
n •
Z H o
0 0 0
` O W Z w VF
Qm
Z 2 O < zOp
¢ NwW w
w O K V
re >o Z LL z a GJ O w w K
0 00 a z W .0 ti Z LL m N N O
r. Z
Q ¢ m o 5 LI u _ ¢ F Z o
0 ¢ LL •a+ ry I- a
F O Q C m <-, z0 -?- 0 Z =
Z d w m w 0 N
W ;:-e'
V UW K w J Z 0
lJ7 w $ O pc O. w < Z0 °3_ 0 ¢ b a
Z d m J 7 O vi Z a .'moi a O ¢ w K / r
¢ Q m w 0 a 0 Z
J- ¢ w Now f w Z dS /r
/ i �`.�r n
az w
r O• O W V¢ O o j o - V ° Z ( - '\ 3 6
X LL G ? 0 W 0 V w Z t/_, aa, S fO��Y,�11 NN - Oj > OOOWO Ce O4 u Z oII i�1 >.
N ¢ 1 U 1- V 1 An CD ¢ in oo
Q � Z 14'
0 ¢ CO V 0 w LL S
O.+ N m a .n 110 n oo m
,•. City of Arcadia, CA Permit NO. ROOF-21-0308
10
Development Services Department Permit Type:Roof
240 West Huntington Drive,Post Office Box 60021 Work Classification:Reroof-Residential
Arcadia,CA 91066-6021
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date:03/01/2021 Expiration: 03/01/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1049 PANORAMA DR Arcadia,CA 91007-6131 5776007014
Contacts
STEPHEN CHEN Owner FINAL TOUCH CONSTRUCTION& Contractor
1049 PANORAMA DR,ARCADIA,CA 91007 DESIGN*
14860 ARROW HWY,FONTANA,CA 92336
(909)350-3658 940343
Description:T.O,NEW SHEATHING.REROOF HOUSE/GARAGE Valuation: $ 20,500.00 Tenant
WITH OWENS CORNING COMP SHINGLE BROWN CLASS A 38
SQ(EA) Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $474.21
Building Permit Fees $420.95 Cash/Receipt#REC-06887-21 $474.21
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $474.21 ,
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.
Ocrirp-
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.
March 01, 2021
Issued By:John Zurick 4n9€( ..6na (�chcoDate
March 01,2021 •
OG Q'1 • Page 1 of 1
(.C• j Jflhn� �Pf
oFA•
1 PERMIT/PLAN REVIEW APPLICATION
o �ltj� 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. ❑ 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
performance 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
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number
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
sale(Section 7044,Business and Professions Code:The Contractors License Date 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.
❑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.
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 above-mentioned property for inspection purposes.
Signature Date
r r
111 City of Arcadia, CA Permit NO.SOLR-20-1680
�� 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
ARCADIA. Issue Date:11/05/2020 Expiration: 11/08/2021
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1049 PANORAMA DR Arcadia,CA 91007-6131 5776007014 1
Contacts
STEPHEN CHEN Owner SOLCIUS LLC* Contractor
1049 PANORAMA DR,ARCADIA,CA 91007
(844)357-2258 976336
[Description:ROOF MOUNTED SOLAR SYSTEM 34 MODULES, 1 Valuation: $ 0.00 Tenant
INVERTER,200 AMP SERVICE UPGRADE.
Total Sq Feet: 0.00 Plan Check# Plan U
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $457.63
Building Plan Check Fee Residential $100.00 Cash/Receipt#REC-05992-20 $341.00
Distribution Panel $16.48 Cash/Receipt#REC-06188-20 $116.63
Electrical Permit Issuance Fee $47.01
Inverters
$77 78 Amount Due: $0.00
Panels $82.45 '
Residential Services up to 400 amps $16.48
Solid Waste Management Fee 2 $1.00
Supplemental Issuing Fee(MEP) $16.43
Total: $457.63 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.
COMPLETED
November 05, 2020
Issued By:John Zurick Date
February 04,2021 Page 1 of 1
of At/
. .NOM 1. PERMIT/PLAN REVIEW APPLICATION
IESEgii E10
ft*** 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. ❑ 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
performance 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
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number
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
LiI certify that in the performance of the work for which this permit is issued,I shall
exempt there from and the basis for the alleged exemption. Any violation of
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
sale(Section 7044,Business and Professions Code:The Contractors License Date 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.
❑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 above-mentioned property for inspection purposes.
Signature Date
t l td ro C1 N z 0 !o C
Cni
xEn22 ii le 0.1
An iO 0 Y a a. n C a in VI ffi `.' W r LU 0 CC
3C o
r' O D a T. vhf VI 71 in d >
1
1
ih
11, LO Iiiin
3 30011
.111
•r'1`..... 0 i�
Uf1
1;111
IL, 0 i., x111
{111
..,, __ • �^*111 �:
A. In
, 1 0
,,..,
�, ,
e•p`/'n C • 4�Y• ■
i c a 3000
a .1 at 0
0
a
e E 4, lillgill li. .,.,)
ms lig
Is
8°° .1—�—. ---J
Ess
€E
<W..
w w w w w
W i- I- i= H F-
LL LL LL LL LL
w w w w w �p
Li.,
d E' W E i _. !j ; Ii‘-cr
sr co
LL
U
0 o w _ w
0
J W M m J
~ M = W
O 0 7 ti M l0 t0 rn O ar Ln z z
Z o o v $ o yay <
Q U LU K F U
Lu
Iii ~ 0 W
J 4 k" 00 z
Z o o O Q7 O W .may N N
Q KLL. 1. 1. P. I. I. g ce 3 n o W `4' o
a a z g
U =
LL O H
F 0 Q C M Q z 0 F 0 § x
O z Cd W Fns d' ^ 0 Vf
it Q c' G K U W et m W W z 0
• Z o a v < z o 3 o a 1- Q
Z Q n N. N. N. n u_ X a M O cc
▪ LL J W Z La 0 K 0 o W 2 W z Q /ti
ll/ I /�h'� yPy Q`!
▪ o 0 lIJ U z 0 H W '1 °
0 U o w _' YOx LL G0 W 0 U CC W Z s l ,�',- I
F- o zmz 5c OW � �,
N o N ,`y, . j a o 0 o a o o m Q Z ,\� 2 • S T=s�
N \� �� Q
OW LL •A 0 N N rn V Vl le) 1. 00 4C
1555 Freedom Blvd
Provo, UT 84604
soIcuis Phone: 844.357.2258
Email: solarpermits@solcius.com
Structural Analysis Report
Solar Panel Addition for:
CHEN Residence
1049 Panorama Dr
Arcadia, CA
I have examined the existing Stick / Conventional framing with 2 x 4 rafters @ 16
inches on center spanning 15 feet that support the roof of this residence. I have
performed structural calculations finding the framing to require retrofit as follows:
Sister one 2x6 x 12' long rafter up tight against each existing rafter that supports solar
panels and spans more than 10 feet. Center the new rafter on the existing rafter span.
Nail with 16d nails at 12" o.c. The attachments and railing are adequate for the loads
imposed when installed with the attachment spacing shown in the drawings. We
recommend the attachments be staggered as shown in the drawings to avoid
overloading the rafters. �i)1�
r1 ,�i'•C
(•1�� '. ( v icc�i,�t): xtl„inttsloptiwol
tirr
he kept ,
•��tit)il�ml► t ���
•
e�111a � )titi(ts uT�
This set t�f 1 ' Jp 1;1 caws
Auld lu 1
on the Joh alt )t 11
� Il shall„ot ��Te"�tgvpn
1) ,►c�.l
lt)!►e VIII:A C ,txe t)r st:�1c ha�N
iRid tO pertl4ii ..r ultl►t1..
Boldus Job # P 146811-�Y9 )l,t,i,i�tlr�('1` eft` Digitally sealed by
utat» i ..f AH
Prepared by Arlo Hulick 3�282Pf1
October 19, 2020 License Expires 12.31.21
Structural Calculations Rev 7.00 1/6/17
,` , r
` I Job # P-146811-20
SOICIL.J5
CHEN Residence
October 19, 2020
Table of Contents
General Notes 3
Project Data 4
Dead Loads 5
Live Loads 6
Gravity Load Increase 6
Lateral Force Increase 6
Solar Panel Support Frame 7
Wind uplift on Mounting System 7
Lateral Forces Analysis N/A
Roof Framing Analysis 8
Snow Load Calculations N/A
References
Attachment Pull-out Capacity R- 1
The following reference sheets are attached and inserted behind construction plans.
•Solar Panel Characteristics
•Mounting System Specifications
•Rail Specifications
Drawings
Roof Plan PV- 02
Attachment Spacing PV- 05
Racking Elevation PV- 08
Structural Calculations Rev 7.00 1/6/17 Page 2
N ,
Job# P-146811-20
solcius
CHEN Residence
October 19, 2020
General Notes
1)These structural calculations are not intended to be applicable for non-structural items including, but not
limited to, electrical,waterproofing, or drainage.
2)All construction methods and materials shall comply with the building code listed in the design criteria.
Structural Calculations Rev 7.00 1/6/17 Page 3
.� A r
i Job# P-146811-20
solciiis CHEN Residence
October 19, 2020
Project Data
Project Location Arcadia, CA
Design Criteria:
Building code: 2019 CBC
Design Specifications: ASCE 7-16, NDS 2018,AISC 2016
Roof snow load on solar panel 0.0 psf See snow load calcs supplement
Roof snow without solar panel 0.0 psf
Risk category II
Design wind speed Vc,lc 110 mph
Wind exposure C
Roof angle a 7.0 deg.
Roof zone 2
Interior component GC0 +/-0.18
Seismic design criteria Lateral analysis is based on percentage of weight added to main force resisting
system and is independent of seismic force parameters. Per 2015 IEBC
§1103.3 existing design does not require retrofitting if added weight is less
than 10%of original weight.
Existing residence
Roof area 2837.0 sf Eave to ridge distance 25.92 ft
Roof rise 1.5 :12 Ridge height 15.2 ft
Eave height 12 ft Mean roof height hr 13.6 ft
Roof structure: Stick/Conventional
Roof material: Concrete Flat Tile
Proposed PV system
Solar panels: Heliene 370
Solar panel rail system: SnapNrack UR-40
Mounting System: Tile Hook F
Attachment screws: (2)4" x 5/16" lag screws
Structural Calculations Rev 7.00 1/6/17 Page 4
, , t
Job#P-146811-20
solcius CHEN Residence
October 19, 2020
Dead Loads
PV System
Panel wt 48.5 lbs
Panel frame wt 5.2 lbs
Conductor wt 3.0 lbs
Total weight 56.7 lbs
Width 39 in.
Length 77 in.
Panel area 20.9 sf
Panel dead load 2.72 psf
Roof Type wt
Covering Concrete Flat Tile 12.0 psf
Sheathing 7/16" OSB (See Note) 1.8 psf assumes weight of heavier
Roof framing 1.0 psf plywood for purposes of
Roof load 14.8 psf checking the framing
Ceiling Joists 0.0 psf
Mechanical, Insulation 0.0 psf
Ceiling 5/8"gypsum 2.8 psf
Ceiling load 2.8 psf
Total roof and ceiling load 17.6 psf
Floor Type wt
Covering Carpet& pad 2.0 psf
Underlayment 3/4" Plywood 2.5 psf
Framing 10.0 psf
Mechanical/Electrical 2.0 psf
Ceiling 5/8"gypsum 2.8 psf
Other 0.7 psf
Floor dead load 20.0 psf
Walls Type wt
Covering Stucco 10.0 psf
Sheathing 3/8" plywood 3.0 psf
Insulation 1.0 psf
Framing per 1' of rafter 1.4 psf
Interior surface 5/8" gypsum 3.0 psf
Wall dead load 18.4 psf
Structural Calculations Rev 7.00 1/6/17 Page 5
I
Job# P-146811-20
SOICILJS CHEN Residence
October19, 2020
Live Loads
Roof snow load S 0.0 psf
Roof live load Lr 20.0 psf Cd = 1.25
Governing load 20.0 psf Live load governs, based on max (load/Cd)
Snow load on panel 0.0 psf
Gravity Load Increase
Rafters
Rafter length 25.92 ft.
Rafter spacing 16 in. on center
Roof area trib to rafter 34.6 sf
Original roof load 511 lbs Dead load only
Panel trib width to rafter 24 in.
# Panels on rafter (portrait) 0
# Panels on rafter (landscape) 5
Panel area trib to rafter 32.5 sf
Added weight 88 lbs
% Load increase 17.3%
FURTHER ANALYSIS REQUIRED (see page 8) IEBC §1103.1
Lateral Force Increase
Roof trib area to MFRS 1400 sf Interior wall trib to MFRS 0 sf
Floor trib area to MFRS 0 sf Interior wall weight 8 psf
Wall trib area to MFRS 217 sf Interior wall wt to MFRS 0.0 kips
Roof wt tributary to MFRS 24.6 kips
Floor wt tributary to MFRS 0.0 kips
Wall wt tributary to MFRS 4.0 kips
Original wt to MFRS 28.6 kips
# PV panels trib to MFRS 14.00 panels
PV system weight 0.8 kips
%weight increase 2.8%
Lateral force increase <10%, existing MFRS is O.K. IEBC §1103.2
Structural Calculations Rev 7.00 1/6/17 Page 6
Job#P446811-20
solc
u US CHEN Residence
October 19, 2020
Solar Panel Support Frame
Maximum span length 55 in SnapNrack Bin span charts, Exp. C, 110 mph, zone 2,
Rail span 48 in UR-40 rail0 psf snow,see allowable rail span chart.
Attachment spacing is O.K.
The mounting system is adequate for the proposed fastener spacing.
Wind uplift on Mounting System
Governing Load Case: 0.6D+0.6W(ASD Load Case 7, ASCE 7-16§2.4.1)
Attachment spacing Sattach 48 in.
Attachment spacing Sperp 19 in.
Mounting point trib area Atrib 6.3 sf Atrib=Sattach Sperp
Pressure Coeff. GCp(up) -2.3 psf ASCE 7-16 29.4.4,fig. 30.3-2A, zone 2
Array edge factor YE 1.5 ASCE 7-16 29.4.4
Pressure equal.factor Ya 0.4 ASCE 7-16 fig. 29.4-8
Velocty Pressure Coeff. (qh) 31.1 ASCE 7-16 29.4.4
Array trib area 205.9 sf = module area * #modules in array
Mean roof height hr 13.6 ft
Bldg ht adjust factor 1X 1.00 N/A, used only in ASCE 7-10
Topographic factor Ict 1.0 ASCE 7-16, Figure 26.8-1
Design wind pressure P -42.9 psf ASCE 7-16, Eqn. 29.4-7
Dead load 2.7 psf
Wind load -42.9 psf
Net Uplift(0.6D+0.6W) 24.1 psf(upward)
Uplift on attachment Puplift 153 lbs Puplift= Net Uplift Atrib
Attachment screws used: lUse (2) 4" x 5/16" lag screws 1
Min. embedment depth 3.3 inches
Pull-out capacity per inch 261 lbs Pull-out capacity per manufacturer, see page R-1
Tensile capacity 849 lbs
Attachment is O.K.
Structural Calculations Rev 7.00 1/6/17 Page 7
f
Job # P-146811-20
aiCHEN Residence
OICIIJS
October 19, 2020
Existing Rafter Analysis
Beam properties, size, spacing and span
Douglas fir-larch #1 & BTR assumed
Rafter span L 15.00 feet
Rafter spacing 16 inches 2x6
Rafter size 2 x 4 Sistered raf Additional point loads may be considered - see
Section modulus 10.62 in3 next sheet, "Point Loads for Rafter Analysis"
Allowable stress Fb 1200 psi Beam Load Diagram
Size factor CF 1.30
P3 P1 P2
Repetitive use factor Cr 1.15 w2 w2
Cd shown for individual load cases below MIMI w1
All other adjustment factors = 1 D 1I MI(
•
Loads on roof and solar panels I '
Roof dead load 14.8 psf O
X1 X2 X3 X4
Panel dead load 2.72 psf 4 ►IN ..4 ►I.,.1.,...Roof live load 20.0 psf L/2 L/2
Wind uplift -59.9 psf 4 ►
Wind downforce 16.0 psf
Snow load on panels 0.0 psf Assumes slippery panels
Snow load on roof, no panels 0.0 psf Assumes non-slippery roof(except metal roofs)
Loads prior to installation: w (pif) Cd w/Cd Point loads from solar not applied prior to install
D + Lr 46.4 1.25 37.1
0.6 D + 0.6 W up -36.1 1.60 -22.5
D + 0.6 W do 32.5 1.60 20.3
D + S 19.7 1.15 17.2
D+ Lr 46.4 1.25 37.1 Governing load case is determined by max w/Cd
Total load before install: 696 lbs =wL
Rafter end conditions Continuous at one end
Moment at center span 1044 ft lbs = wL^2 / 10
Check member for adequacy prior to install:
'Stress (=(M/S)*12"/ft): 1179 psi O.K. 1
Adjusted allowable stress F'b 2243 psi = Fb * adjustment factors given above
Loads after install
Point loads applied from solar panels - where the point load is outside the span, load = 0
8
Structural Calculations Rev 7.00 1/6/17
Job#P-146811-20
1
CHEN Residence
soicI U5 October 19, 2020
Points listed as"staggered" are on a different rafter, and therefore have no load applied
load
location
on rafter 0.6 D+0.6 Moment
Point load span (ft) trib (sf) D+ Lr W up D+0.6 V D +S (ft lbs)
1 7.5 6.3 17.2 -217.3 78.0 17.2 -1629.4
Staggered 9.5 0.0 0.0 0.0 0.0 0.0 0.0
3 4.3 6.3 17.2 -217.3 78.0 17.2 -941.5
Staggered 6.3 0.0 0.0 0.0 0.0 0.0 0.0
5 10.7 6.3 17.2 -217.3 78.0 17.2 -2317.4
Staggered 12.7 0.0 0.0 0.0 0.0 0.0 0.0
7 1.2 6.3 17.2 -217.3 78.0 17.2 -253.5
Staggered 3.2 0.0 0.0 0.0 0.0 0.0 0.0
9 13.8 6.3 17.2 -217.3 78.0 17.2 -3005.4
Staggered 0.0 0.0 0.0 0.0 0.0 0.0 0.0
11 0.0 0.0 0.0 0.0 0.0 0.0
Staggered 0.0 0.0 0.0 0.0 0.0 0.0
13 0.0 0.0 0.0 0.0 0.0 0.0
Staggered 0.0 0.0 0.0 0.0 0.0 0.0
15 0.0 0.0 0.0 0.0 0.0 0.0
Staggered 0.0 0.0 0.0 0.0 0.0 0.0
Distributed loads on rafter span where not covered by solar panels
w1 0.3 0.8 27.1 -21.0 19.0 11.5 -6.1
w2 15.0 0.0 0.0 0.0 0.0 0.0
Roof dead load 7.5 0.0 0.0 0.0 0.0 0.0
Governing load case i D+0.6 W up
Total load (lbs) -1107 113 -1107 409 98 -8153
Cd 1.60 1.25 1.60 1.60 1.15
Load/Cd 692 91 692 256 85
Reaction on right -544 lbs = moment/rafter span
Reaction on left -564 lbs =total load - reaction on left
= reaction on left * span/2-sum (moments from point loads
Max moment -2013 ft lbs left of center)
Reduced moment -1677 ft lbs Applies reduction in moment due to continuity.
'Stress (=M/S/12"/ft): 1895 psi O.K.
Adjusted allowable stress F'b 2870 psi =Fb * adjustment factors above.
9
Structural Calculations Rev 7.00 1/6/17
' Job# P-146811-20
5 CHEN Residence
solciiJs October 19, 2020
stxAn MADE SttrtPLE
Attachment Pull-out Capacity
Table 12.2A Lag Screw Reference Withdrawal Design Values, Wl
tahul.it d uithdryw nl design valises(WI are in pounds per inch of tlereud penetration Into side gain of wand member.
l_cuttlt of thread penetration it► ntniu member ♦buil not ittelttde the tenth of the tapered tip(sere I2.2_I.1II.
Specific
Gravity, Lag ScrewDi; nteter. l)
G2 114" ,
� 16" a�`R" I h" i 1/2" l
518" 3:4" " 8"r 1" 1-118" 1-114"
.� ,7.
0/3 397 469 538 604 668 789 905 Z 016 1123 1226 132.7
0.71 381 450 516 579 640 757 868 974 1077 1176 1273
0.68 357 422 454 543 600 709 813 913 100 i 103 1 l 93
0.67 349 413 473 531 587 694 796 S93 987 1078 1 167
0.58 281 332 381 428 473 559 r' I l -l 9 795 s69 940
0.55 260 307 352 395 437 516 592 '.H 734 802 868
fi st is 17-t 1 314 353 390 I -161 -._;'; ."+3 (6(3 716 775
0.50 225 266 305 342 378 447 513 576 63(' 695 752
n 49 't --L' 2% 332 3h7 434 498 559 617 674 730
0.47 205 242 278 312 345 408 467 525 580 634 686
0.46 199 235 269 302 334 395 453 508 562 613 664
0.44 186 220 752 283 312 369 423 475 525 574 621
0.43 179 212 243 273 302 357 404 459 505 564 600
R- 1