HomeMy WebLinkAboutSOLR-19-0722 , 'in '
'4 4.?,,, City of Arcadia, CA t _ P No SOLR 19 0722
11 Ndid Development Services Department �- `>r' \• 1 a Perm(t Type Sola( .
240 West Huntington Drive,Post Office Box 60021 f"� J d' r' i
�. i WorkC/ossnc�aton Solar PResidential
Arcadia,CA 91066-6021 of r ?-,; moi{(� o;:
"- 626 574-5416 '••
f� - -� r ,t acus:Issued;:
ARCADTAIssue°Date 04/15/2019,1 Expiration: 10/12/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number ,
1401 S Santa Anita AVE Arcadia,CA 5782011001
@ . __.. . . . . _
Contacts
JOHN LAY Owner PACIFIC STONEGATE INC dba:SOLAR Contractor
1401 5 SANTA ANITA AVE VAST
8727 LANYARD CT,RANCHO CUCAMONGA,CA 91730
(909)377-5477 965340
Description:ROOF MOUNTED SOLAR SYSTEM 16 MODULES 16 Valuation: $ 0.00 Tenant
INVERTERS
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount I Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-00962-19 $308.24
Fire Plan Check Fee Residential $50.00
Inverters $77.78 Amount Due: $0.00
Panels $82.45
Solid Waste Management Fee 2 51.00 pp {{{���
Total: $308.24 j compiEIED
c-15-17 ��1� ,-
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.
,oic `g ®rczo'N/,
?Eceis 5 aze pacrent. Ar,c7 ph✓1 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.
April 15, 2019
Issued By: Date
April 15,2019 Page lof 1
•I c�'�0�4
PERMIT/PLAN REVIEW APPLICATION
sit7i jam, 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
gin 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 y license is in full for? and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class 'J' GIb Licen e No. 4 for? Exp. Date COckl compensation, as provided for by Section 3700 of the Labor Code, for the
/A„� performance of the work for which this permit is issued.
'Signature of Contractor V"'^a
OWNER-BUILDER CLA TION 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'c mpen-sration insurance carrier and policy nu tiers am:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier St' 1 t( ti B� .L t1 Sr
[rttNcf Con1 J ��
demolish,or repair any structure,prior to its issuance,also required the applicant
Number (�
for such permit to file a signed statement that he or she is licensed pursuant to the Policyr 1sr-Q C 3 1 0/
(This
provisions of the Contractors License Law(Chapter 9(commencing with Section 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 CdQ e,J shall
❑I, as pe owner of the roe forthwith pg/with those provisions. //
property,rty, or my employees with wages as their sole / Ile
compensation,will do the work,and the structure is not intended or offered for t /71 y
sale(Section 7044,Business and Professions Code:The Contractors License \Date 7 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),,inaddition 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 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 ant 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. j
\Name eh"tan 1,- (Ti
l {rD CCOVQ1nok oh
0,0
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 prope for inspection purposes.
ignature 1 Date l //" /
,4 :
•
•
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS .
��// AND CARBON MONOXIDE ALARMS
Property Address. t`TQ! c . SCvjv- iiinf+4 Ave, 4rc&& _ � . 71o0$
Permit Number: LOLR•- tC`l- C 7 2_ _
Brief Job Description: A.61,u /tact✓b6c k c
Number of smoke alarms installed: _ /1
Number of carbon monoxide alarms installed: ,3_
-
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.11osfm.fire.ca.qov/Iicensinglistinos/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 fore oin is true and correct, and that this
declaration was executed on (Date) at Arcadia, California. •
yOwner's flame (printed/typed): ��jyf m
Signature of Owner: __.
0
This affidavit must be returned to the '' y of Arcadia inspector prior to final inspection
REVISION
SOLAR PANEL INSTALLATION ARRAY INFORMATION Im MIN 2X6 RAFTER ® DAT NO
CONNECTION DETAIL MODULE WEIGHT 45.5 Les SOLAR PANEL L 16' O.C.
MODULE LENGTH 61.3 INCHES
MODULE WIDTH 41.2 INCHES
SIIIIIIIIIII
I MODULE DEPTH 1.8 INCHES_
TOTAL MODULES 16 EA
I I I I TOTAL MODULE WT. 728 LBS
I TOTAL RAIL WT. 80 LBS Coons Ar°'"�,
TOTAL INSTALLED WT. 808 LBS q_9^ q_9^IINSTALLATION AREA 280.62 SOFT Iil
IDISTRIBUTED LOAD 2.88 LBS/SQ.FT 11 I N OPCONNECPPOINTS 32 EA19'-6' o
I POINT LOAD 25 LES/POINT I I I 13 5
EXISTING 9
— RESIDENCE 1 a u
NOTE: (NO CHANGE)
LTHE
STHAN4PSFSTEM HAS ADISTRIBUTID
ESS WEIGHT O
I , I I I I *THE CONCENTRATED LOAD FOR EACH VERTICAL SIDE VIBW )I c
MIS WONT row.Rau
Pmt¢ SUPPORT IS LESS THAN 40 LBS OSIDE N.TS I I .t. m
SWAM RAILS 411x01]'
2114•ROOF
RAFTER Al 24'02
O 154-Clamp PMC.CONNECTOR 0 40.O.C, y w
W NAOMI AVE Q a
X SpM WAREHOUSE MICRON HARDWARE 0 4G• J . .e.
oa a r o
W4-aam !' [___PL PL PL PL It }PL PL PLS � i¢ a
G SUPPORT ROA
PING WAREHOUSE
SaAV PANEL >( o Q V
SDII VmWAR 0 U Q .LL
ATTACHMENT Nm1aYmE . Z N Q
..... :_..'._..: ...n _ ., ITA• a O '. ¢
1111— .0 'p ' -
ii ii ii ii r
ROOFTUT.51ffillmk
(I)sennas sO&L 5/15'm0. (E)CHIMNEY
415•LONG ION 2.25•ENDED
1¢-omm IAL DCCT AT w•ac. ror'r WX 2119•FWF RHEA AT Ie•ocUO
L164• _�(E)SLOPE r1 r
NIII I®CLAW xrmFPwr RD. t IYP. a. t� W w
s > 'a
�. Imo�,4ttI}}�� S (E)SLOPE o N _ a
�..=.1 � ro Not PROPOSED x >Ft L" ❑SOLAR AEA 250 1. a0. I--,. _- A1111\rthr.
II\
IQOETE 111[RW fi ,rim - a, o a
Mu WANING C' P -f
• Om N
WIn AT IE aC a pm:
(I)mwvMDEll• a. Wm/ana
TE-tt N W BOLT m x•(LC.W I-TV
DMA:
AS 14011•D
PL PL PL It PL PL PL PL PL DN..:IN
Sheet
OEXISTING SITE
X3PV-2
)
•
''N. - REVISION
GENERAL NOTES: DATE NO
I.DOTI%DR EQUIPMENT SHALT.DC AT LEAST NEMA JR RATED. IOIy\
T.ALL SPECIFIED WIRING IS BASEL ON THE USE OF COPPZR ��iyVI ENI,
3.CONTRACTOR MALL OBTAIN ELECTRICAL PRMITS AND SHALL �y1� /9S�
COORDINATE ALL INSPECTION,COA4.OESIONNO AND ACCEPTANCE 1jr.$�jQ[i']hi
WRN'TE CLIENT.UNITY CO.AND CRY INSPECTORS AS NEEDED. B
4 DRAWINGS ARE DIAGRAMMATIC ONLY.ROUTING OF RACEWAYS P'
SHALL BEAT THE OPTION OF THE CONTRACTOR UNLESS OTHERWISE
NOTED AND SHALL BECOMMA TED WITH OIIERTIADES. :9. OIV 1C,1
l.
S.IF DISTANCES OF CABLE RUNS ARE DIFFERENT THAN SHOWN,THE ��`OF oll-W P:1":•1�'u
CONTRACTOR SHALL NOTIFY ELECTRICAL ENGINEER TO VALIDATE /�ur 5
THE WEE SME.FINAL DRAWINGS WELL BE RFIILINPD AND UPDATED
AS APPROPRIATE g ,/w/..
6.WHENEVER DISCREPANCY MQUANTLTYOF EQUIPMENT.ARISES a MW.-
ON IDE DRAWINGS OR SPECIFICATIONS,TIBC CONTRACTOR SHALL BE It
i,
OR IN
TUE
ANDINSTALLING
ENDURECCOMPLITALANO ill'
b (E)CMNXEY rt.
g n_
SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE C� (E)CHIYNEr n
CDOMPLIANCE
ANDLO LONGEVITY
ONSTHE TO TABLE SYSTEM
LER p,
N.'.1PLWJCELONOEVTTY OFTHE OPHIABLBSYSTEMREQUIRED f�
.,
BY THE ARCHITECT/ENGINEER.
, I1 1�•
T.ALL BROCHURES,OPERATIONMANUALS,CATALOGS.SHOP ' - ' Ip \ . L
DMWINGS.ETC.SHALL BE HANDED OVER IOTHE OVOSITI M�T,�P'' CONCRER 1✓
REPRE'SENTATIVEATNR COAPLETIOiORWORR. ////„�SI/,���� TINE ROOF ioS.ALL WIRING CONCEALED IN WALL ANDCELLWG SPACES SHALL BB /,®® (E)61APE (�SLOPE I � j
IN METAL CONDUIT. /�E
17 I I LI”
9.THE SEISMIC MIAMIAND ANCHORAGE OF ELECTRICAL
P . ®®®� IT lik
a (L7 sIDPE �FE ; O
CONDutts SHALL BEwwCCORDAiCB WIITIiIR (EJ IyENI IC ® i8O
•9MACNA'-0UIDLDOES FOR SEISMIC RESTRAINS OP RINCHAMGL L , t ILP. COVi NIT �. m
SYSTEMS ANO PLU RIM PIPING SYSTEMS. , t ILP. -♦ kl
IO.ALL OP THE LISTED SYSTEMS REQUIRED THAT THE SEISMIC ROOF ACCESS J-BO% (E)SLOPE
LATERAL FORCE F INCLUDING CONSIDERATION OF CM ANDrP BE NOTE , a 16 IYWXI ,u, L (E)IS�E w
DEIITIMOED AT EACH LEVEL OF THE BUILDING SO THAT BRACE SUNPOWER'AC YOINIES MEET ,®®, ®, RAILIu _
ENGINEER CAN APPROVE THE SEISMIC LATERAL FORCE FOR SPACING CAN BE CALCULATED.THE DISTFUCT STRUCTURAL Ath CRAPISHUTDOWN ASURADIT R 53�SRING3 AERB m!V. I , "j a o
DETERMINATION. DEFINED Al NEC 690.12 RAPID ,®®®®®, ®®®,
II.A COPT OF THE CHOSEN BRACING STRIMS)NSTAJATON
SHUTDOWN OF W SYSTEMS ON I��' ,fin Z O'
OIINLMAMIALSISALLB6QITRJOB SITE PRIOR 10 STARTING THE BOLDINES ANA
�I�{�, WI��� J Q
INSTALLING OF ILWOFASATID.VRBMCLS M. Ou K
12W1@I RSTALBNODFNI CIVNANCHORS AND'OR POWDER6018'
Z vd,
ORE VENPINS IN MISTINGNONFRESTRESSED REINFORCED ATTACHMENT
ENTRY 4' O.C. 0 Q
CONCRETE.USE CARE AND CAUTION TO AVS CURING OR IT
DAMAGING THE RHNFORCPD EARS.WILT'INSTALLING THEM INTO 1 -, F Q
EXISTING PRESTRESSED CONCRETE TENDONS BY OSINO A ES
NON-DESTRUCTIVE METHOD PRIOR TOINSTALLATION E%ERCEE
/TRIREME CARE AND CAUTION TO AVOID CUITWO OR DAMAGING
THE TFNCONR DURING INSTALLATION.MAINTAINA MINIMUM
CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE 0
ORHDw
LFANCHOR. aa
II TE WORKING CLEARANCES AROUND TIR£6STNO ELECTRICAL .l
EQUIPMENT AS WELL AS TR NEW ELECTRICAL EQUIPMENT WILL BE d
MAINTAINED IN ACCORDANCE W ITN NEC 11126.
II.SPACING MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER PV MODULE LAYOUT FRAMING&ATTACHMENT W
VENTS EXTENDING THROUGH TIE ROOF AND THE UNDERSIDE OF THE 1 - 2 K
PHOTOVOLTAIC PANELS(V MGEAUMRECOMBAFN9FIII. OSGA LF:]/]6'-1'-Q' SCALEI/16'1'0" _ O<
C
IS.RI.O1(EALARMS AND CAR&JNMONO.'NE Dh1eT.i0R4S11ALL BE % Cy
LOCATED AS REQUIRED PER SECTIONS O14 A R315 WIT RN THE
CALIFORNIA RESIDENTIAL CODE(CRC).
I G SMOKE ALARMS SOLELY BATTERY OPERATEDFOR THE TO
PrNITOVOLTAIC SYSTEM DOER NOT INVOLVE THE REMOVAL OP LEGEND ... w
INTERIOR WALL AND CEILING FINISHES INSIDE THE HOME. col-
IT.CONDUCTORSF]OOSED TO SUNLIGHT SHALL BELISTED AS g 1i0 - o
SUNLIGHT RESISTANT.(NEC IWE 01,3101D) 2 > i m
IS.OROUNmwO HUSTINGS AREREQURIR AROUNDPRHBICHRD SUNPOWER X22-370-D-AC PV SYSTEM: 15 X 370W = 5.55 KW (AC) G-
roNONETHE (61.39"%41.18'X1.81") '3'3 a ct 3
IRTEGROUNDNG ELECTRODE CONDUCTOR MIISTBE PROTECTED 'Cull RAPID SHUTDOWN SYSTEM MODEL: SUNPOWER X22-370-D-AC 9
FROM PHYSICAL DAMAGE E SMALLER THAN ON COPPER WIR6.NN6C PV PANEL, SEE SHEET PV-6 Z 3
F "
MOW ID
ct
m.GROUNDING ELECTRODE CONDUCTOR WILBE CONTINUOUS. ® LOAD CENTER
RACKING: INVISIMOUNT PV-8
EXCEPT FOR SPLICES OR JOINTS AT ROSEAU WITHIN LISTER
RS T N
EQUIPMENTI IECKOMCI IAfl AC DISCONNECT SOLAR WAREHOUSE
°"'
II.RACEWAY FOR GROUNDING ELECTRODE CONDUCTOR SHALL BE INSTALLATION PV-9 W09/2019
BONDED AT EACH END(CEC 250.64(E) I" l MAIN SERVICE ELEC. PANEL s=1=:
II AS NOTED
MODULE AT THE
URES EEBUTALLAT EACHINDIVIDUALRAFTER: 2x6 ® 16" O.C. 0...a'
MODULEUING A LISTED LUG SMMA@IDER THAN OFUR TIM MONITOR IN
(MINOR
T500T EERORSHOO CLIPBILFORTNTP(IR£GSR
23.ALL RWITIHO THATII XEOSEDOCITPS) FIRE SETBACK ROOF ACCESS O EXISTING VENT `
2T.ALL CONDUIT E EYPTSET MUST TIE RAMMED THE SAME c 7
COLOR A9 THE HOUSE (E) EXISTING TO BE REMAIN 1 7�y—
• 11,
—
SOLAR PANEL INSTALLATION ARRAY INFORMATION }3'A•MIN DATE
CONNECTION DETAIL MODULEWEIGHf ass Les IB - 2X6 RAFTER
SOLAR PANEL �/ 16' O.C.
I I MODULEWIDTH
LENGTH 61.3 INCHES '
MODULE 41.2' INCHES
MODULE DEPTH 1.8 INCHES
• TOTAL MODULES 16 EA
TOTAL MODULE WT. 728 LBS
TOTAL RAIL WT. 80 LBS cv4444 lq
TOTAL INSTALLED WT. 808 LBS �N��PBEN\6 -9° •-9"
1 T
INSTALLATION AREA 280.62 SQ.FT p` b \G'fi g DISTRIBUTED LOAD 2.88 LBSISQ.FT X 3�'�•/IB 1P-6'
CONNECT
32 EA
4 O POINT LOADS 25 LITS/POINT +4),OTvlI%\'*
T T I I 0d'`I EXISTING r S
NOTE: RESIDENCE I i4 z
'•�,�•��e (NO CHANGE) Z• t a
LEESS SOLAR 4PSFSTEMHAS ADLRTRDIUFED WEIGHT 0I -4
I , I I I IS THE CONCENTRATED LOAD FOR EACH VERTICAl, z SIDEVEW :a E
SOLAR PANEL SUPPORT IS LESS THAN 40 LBS m z
RWSILIOUNTSUPPORT RAILS Aine1.Y O SCALE:N.TS
I I ��
zxC ROOF •
RAFTER AT 2C D.C.
0 WC-Clomp PANEL CONNECTOR 0 M•ox. j- Q
x S As WAMPUMAIT CIR ENT HARDW0.1.0. N MOW AVE a a o
oA v i
PURI. d OR
s RAIL PL PL PL PL PL PL PL PLS d o a
2
PANEL 0V t a
V
EWEOUSE
S
ARILioTEM M.NRV�N2 0 RUt TOE 0.Wf \ = a
._.._...........:: .....:.:_..,.....,......,_.,_..�. ..,........_...._.�.._ IT-9" n O 'o. ,
1�R��1. 9r ra" S a
:i 1� I„ 1
ROOF SHEARING
D)EIAINSTEEL 5/16.O4•
4.21' RIM
LONG E UN
e•W].2
11E-DOWN IM•60013.T AiT (�CHIMNEY
40.M•0FC—U
. �.
LAV RAf
2•)T$'ROOF 1FA AT II' .0 ggRcc
A.c r INA (ow! Z
L. E
CONCRETE w o
__
TILE : Ia-1
.y R (E)SIDPErpc u
iT'S'
® III IN 16 Il
(E)vEWr Di w w
CO Lump w9KWf Et t TYP. 4' F G
tO
.1=
-. , (E)RAPE o N a
I. 'O ❑TOTAL PROPOSED , S_ 16 d
F) r SOLAR AYA 2W AM=
, „ , a c
r
i'> / ij SOFT.TW. ,1111,,r111 a VZ gga3a 0COMP=lIE ROOF iTRE No011Rfl SIGIIM T1/ RWM NgWIS C :::
2xe•1JV(B ROJLDOYRRa/IR-W. P/:iei Ai le•o.C. Wm/SN91F-WRX VG B%T AL iO•O.C.Wi 6-11• NO IDPL PL PL PL PLPL PL PL PL IN
\ OL "TECONDITION
SCALE:1/16" PV-2
4
°° ...... - REVISION
GENERAL NOTES: DATE NO
I.OUTDOOR EQUIPMENT SHALL BE AT(FAST NEMA SR RATED. �M1 "P(
2 AIL SPECIFIED WIRING IS EASED ON THE USE OF COPPER 1.704$N 4Oy
3.COORDINATE
OO TATE AL INSPECTION,
ONDIRICLL[£AAND AND SHALL I g / ®j. 4
CWM1T WITH THE CLIENT,
WSLITYICO.AM9ITY INSPECO TORSACCEPTANCEASEED. 4kIIOi9
4.DRAW DRAWINGS ARE
LAURASTY CO ANDCRYBIOUTINGRSASNEWATS B
BE AT
OIAOPAWATC ONLY,ROUTING OF RACEWAYS P'
SHALL BE AT THE OPTION OF TUE CONTRACTOR UNLESS OTHERWISE * M
NOTED AND SHALL BE COORDINATED WITH THAADES. AT DTVI elf' �,�,,(...
5.IF DISTANCES A CABLE RUNS ARE DIFFERENT THANSHOWN.TRE H�¢gIIP'' �y�A
CONTRACTOR SHALL NOTIFY ELECTRICAL ENGINEER TO VALIDATE /-
AS WIRE SIZE FPIAL DRAWERS WILL BE REDLINED AND UPDATD
AS APPROPRIATE . �'V(l�
R WHENEVER A DISCREPANCY E QUANTITY OFEQ DEMENT.E NTRACTORBIAARISES
SETHE
CEIEQOWDRAWINGS OB THE STRICTEST
I TIONS.CTESTnNDIDONANOTEDONIES RESPoM®LE FORIROVIDING AND INSTALLING ALL MAT RIALAND (E)cxmNLYDRAWINGS OR INTDBYnRICATIONS TONDURE CO PLETE TIP (E)CHIYNEYCOMPIANCEAID O REVITYOF THE OO RABLE YSTEM RE BY THE W6ANDLENGIVRYOF ONS TO 155015 YSTITI RFQNREDC'BY TIP ARCFBIECTTNODIEFARDRAWINGS,ETCEPRES7.ALL RMATIVE TTIEOPEROMPION MTION LS.OR CATALOOR5110P
P',MrPFEPII6EMATVORiNPC03@LHIINN WORKHESSCONCRETE z
S.ALL WPWG CNCG.G FD DI WALL AND CEILING SPACES SHALL BE �® ( TILE ROOF �ET.ffTA1.CONDlm. 10E N-111921 9T@SdSIACBRACEOANDM'CHORAOE OF FI£CIRICAL ®®� lk — laL
l/5u
CONDUITS SHALL BE BN ACCORDANCE WITH THE ¶AE (E)VFM -r11n01 16 ^�
•SMACNA'-0D FORSEISMC RESTRAINS OF MECHANICAL I_ , t TIP. ®—:=m� (E)F£NT • O
SYSTEMS AND PLUMING PIPING SYSTEMS.
IO.ALL OF THE LISTED SYSTEM6 REQUIRED THAT THE SEISMIC ROOF ACCESS J-80% •' (C)SLOPE , R
UThDALFORCE F INCLUDING CONSIDERADONOF n"P AND EP BE NOTE ^ INVRAI IIOIrt (E)SLOPEw
DETFRMMNFD ATEACNLEVEL OP TP BUILDNG SO TNT BRACE SIIPOWER AC NOOULES MEET ,®®, phhh1.6*
,SPACNG CIN BE CALCIMTED.TP DISTRICT STRUCTURAL ALL CURRENT REQUIREMENTS El SIRING I \ 1-1 16' YENGINEER CMI APPROVE THESSSMIC LATERAL FORCE FOR RARO SHIPMAN ASIIIO111�0 n1 JFo
DEIEP II NAIIOH. DE1NED IN NEC 610.12 RAPID 63-55RIN0 2 ,®®®®®, ®®, �`______�° \
II.A COPT OF THE CHOSEN BRACING STSTFM(S)INSTALunON
SHUTDOWN OF w SYSTEMS ON 1011011011001100 O § a
OUIDWMANUALSHALL BE ON 111105 SITE PRIOR TOSTARTNG THE
BUILDINGS. ,110.f-11_n_E 6.'..1_N_, , a 6
INSTALLING OF MANGERS ARDOR BRACES.
12WfRN WS1'AILPW DAIlIIDNANCHORS AIN'ORPoWOFR $ a
DRIVEN PINS IN PRIMING NILPRFSTRESSEDRENFORCED ATTACHMENT
4' OZ.
IB' O
CONCRETE.USE CARE AND CAUTION TO AVOID CUTTING OR EVERY
DAMAGING TBE REINFORCED BARS.WIEN INSTALLING TEEM INTO 0 9 'a
ERISTNO PRESTRESSED CONCRETE TENDONS BYUSING A 'o
NON-DESTRUCTIVE FE MOD PRIOR TO INSTALLATION.EXERCISE
EXTREME CARE AND CAUTION TO AVOID CUMIN()OR DAMAGING
THE TENDONS DURING INSTALLATION.MAINTAIN A MINPIN
CLEARANCE OF ONEINCHI BETWEEN THE REINFORCEMENT AND THE 0
DRILLE0.114ANCHIOR.
-I
IS.TP WORKED CLEARANCES AROUND no EXISTING ELECTRICAL .N
EQUIPMENT AS WELL AS TIO NEW E ECFBCAL EQUIPMENT WILL BE
MAINTAINED INACCORDANCE WITH NEC 11026. ZZ ZZ
H.SPACINO MUST BE MAINTAINED BETWEEN ANY PLUMBING SEWER PV MODULE LAYOUT FRAMING&ATTACHMENT ti
VENTS EXTENDING THROUSH TIP ROOF AND TEOOERSIDE OF TIM 1 IC)
Fdi
PHOTOVOLTAIC PANELS(6'MINIMUM RECOMMENDED). ECAIP:I/16'•l'-0• SCALE:1/16°�1'-0• _ OC
IS.SMOKE ALARMS AND CARBON MONOXIDE DETECTORS SHALL BE O<,
LOCATED AS REQUIRED PER SECTIONS ES I4@ MI5 WIDEN THE 1 FEN
CALIFORNIA RESIDENTIAL CODE(CRC).
It SMOKE ALARMS SOLELY BATTERY OPERATED FOR TE W W
PHOTOVOLTAIC SYSTEADOES NOT INVOLVE THE REMOVAL OF LEGEND ~
INTERIOR WALL AND CEILING FINISHES INSDE THE IRSF� N a
IT.CONDUCTORS EXPOSED TOSIINLIOHT SHALL EELIIIDAS NI Q o
SUNLIGHT RESISTANT.(NEC 30116 01,310 8 D1 ,. z F.
IR.GROUNDING BUSHINGS ARE REQUIEIAROUND PRE.PuuaED SUNPOWER X22-370—D—AC PV SYSTEM: 15 X 370W = 5.55 KW (AC) ,..
CONCENTICENOCKovrs ON THEM SIDE OF THE SYSTEM(NEC (61.39"X41.18"X1.81") V N— Li
a
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FROM C D MAGEIFSMALLER
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FROMPHYSICALDAIMAUE1FSMALLFRnLW E6COPPEA wIR(NEC PV PANEL, SEE SHEET PV-6 g x if/ s7
]00ROWmIG ELECTRODE CONDUCTOR WILL BE CONTINUOUS. ILCI LOAD CENTER c a
EXCEPT FOR SPLICES OR SOET3 AT BURSARS WIn1NUSIm RACKING: INVISIMOUNT PV-8 N UPj'
EQUIPMEEIT.(NEC 25064E ® AC DISCONNECT SOLAR WAREHOUSE N,°,
SI.MCEWAY FOR GROUNDING ELECTRODE CONDUCTOR SHALL BE INSTALLATION PV-9 OMm/sla
BONDED AT EACH END(CEC 250.641E MAIN SERVICE ELEC. PANEL s.:,
22. AS DODED
MODULEATMEUIPMENI ANmwoslwSL BE RECOM MULL ATEACH OINTOF INDIVIDUAL �'T RAFTER: 2x6 0 16" O.C. P1•
MODGLEATAU INGAIICED MANUFACTURES SUow.mmm POINT f I'N MONITOR
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APOLLO 4650 E.ARROW HWY.STE.Al
STRUCTURAL MONTCLAIR,CA 91763
Structural Calculations for:
i John Coung Lay Residence
5.92 kW AC Photovoltaic Array Addition
14015. Santa Anita Ave.
Arcadia, CA 91006
Owner/Developer:
SolarVast
8727 Lanyard Ct.
Rancho Cucamonga, CA 91730
April 9, 2019
Job#: 19-1914
QFOFESS I(1.,.
a1 "p IA EN-1\4
in
,.4.45 33
p. 313 120
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P OF CAL\
Page t of 4
APOLLU 405UE.ARROWHWY,STE.A7
STRUCTURAL MONTCLAIR.CA 91793
SOLAR RESIDENTIAL ROOF/BUILDING CHECK
Check Photovoltaic Array Addition-2016 California Building Code(CBC)
Gravity Design Loads:
Roof Type: Concrete tile over 1/2"sheathing over rafters over 5/8"gypsum board
Live Load/Snow Load: 20.0 psf
Dead Load:
Roofing Material: 12.0 psf
Sheathing: 1.5 psf
Roof Framing Members: 2.5 psf
Drywall: 1.5 psf
Insulation: 1.0 psf
Miscellaneous: 1.5 psf
Solar Array&Rack System 2.88 psf ---Additional Load Applied
Roof Dead Load w/o Solar Array= 20.00 psf Over<50%of Roof Area
Roof Dead Load at Solar Array= 22.88 psf
Total Roof Load w/o Solar Array= 40.0 psf
Total Roof Load at Solar Array= 42.9 psf
Area of Solar Array Addition(for gravity check)= 281 ft2
Total Area of Affected Rafters(for gravity check)= 1600 ft2
Area of Solar Array Addition(for seismic check)=(( 281 ft2
Total Area of Affected Roof(for seismic check)=f 1600 ftt
Check Additional Gravity Loads an Rafters:
Total Load Increase at Affected Rafters = 0.51 psf
%of Total Load Increase= 1.26% < 5.0% OK
Per CBC 3403A.3 Additional Solar Array Weight is Structurally
Acceptable
Check Additional Gravity Loads on Lateral Resisting System:
Dead Load Increase at Entire Roof= 0.51 psf
%Dead Load Increase on Entire Roof= 2.53% < 10.0% OK
tPer CBC 3403A.4 Additional Solar Array Lateral Load Is Structurally
L_.__ Acceptable
Page 2 of 4
1, a.
Sht: El
A P 0 L L 0 4650 E.ARROW HWY, STE. A7 Date:
STRUCTURAL MONTCLAIR, CA 91763 0:
ROOF MOUNTED SOLAR PANELS j
Earthquake Design per ASCE 7-16-13.3.1
Design Parameters
Site Class=% D Per Table 16134.3.2 Latitude,deg Longitude,deg
Short Period S.A.,S,=1 ,2.153 2015 NEHRP Provisions 341240 -118.0317
Site Coefficient,F,= 1.20 Table 16134.3.3(1)
SMS=F,S,= 2.58 EQ 164-37
Sos=2/3 Sms= 1.72 EQ 16A-39
Importance Factor,I,= 1.00 Section 13.1.3
Height of Equipment,z=i 22.00 ft
Height of Roof,h=1 22.00 ft
Weight of Panels to each Mount,W,=1 45.50 lbs
ap= 1.00 Table 13.6-1
RP= 2.50 Table 13.6-1
Determine Fp,Seismic Design Force(STRENGTH LEVEL(
Fp=(0.4aPSSDsWP)(1+2z/h)/(RP/IP)= 38 lbs EQ13.3-1
[Not Greater Than:] Fp=1.650sWplp= 125 lbs EQ13.3-2
[Not Less Than:] Fp=0.350sWplp= 24 lbs EQ 13.3-3
Use Fp= 38 lbs at each Roof Mount Bracket
Page 3 of 4
i.- r.
Sht: WI
q p p p 14050 E.ARROW HWY,STE.A7 Date:
MONTCLAIR. CA 91703 #'
STRUCTURAL o:
•
ROOF MOUNTED SOLAR PANELS
Components and Cladding-Wind Load Design per ASCE 7-16,30.4.2-h<60 ft
Design Parameters
Design Wind Velocity(3s Gust),V= 110 mph
Wind Exposure=i C
Mean Panel Height= 22.00 ft
Total Effective Area of Typical Array= 281 ft2
Panel Area to Each Support= 18.00 ft2
Angle of Panels= 16 degrees
a= 3 ft(3ft.Min.)
Determine Wind Force at Each Roof Mount
an=0.00256 K,Kit Kd V2 I= 14.5 psf Load case 0.6°qn
K,= 0.92 Table30.3-1,Page 317
Kit= 1.0 Figure 26.8-1,Page 252-253
Kd= 0.85 Table 26.6-1,Page 250
1= 1.00
Internal Pressure Coeff.=GCP;= 0 +/-(Figure 6-5)
V=0' y=180°
GC(Zone 1)=I 0.45 -0.85 ]Per Figures 30.4-1 thru 30.4-7
GCZone2 = 0.45 -1:60 Per Figures 30.4-1 thru 30.4-7
GC(Zone 3)=1 0.45 1.60 NO PANELS IN ZONE 3
p
(+)P=qh(GC,-GCPI)= 10.0 -23.3 psf,Positive Wind(10 psf min)-Worst Case
Lateral Load at Each Mount= 50 -115 lbs
Compression/Uplift at Each Mount= 173 -402 lbs
Roof Mount is attached to roof sheathing&roof members w/(1)5/16"x 4-1/4" Lag,Bolt w/Min.3.25"thread
embed per SOLARVAST.
Allowable Loads for.5/16"'DiameterLag Screw perthe2015 NDS:
(Table 11.2A) Withdraw)=h 266 lb/in x 3.25"embed x (Cd=1.6)= 1383 lbs
(Table 11K) Shear=t - 120 1 lb x (Cd=1.6) = 192 lbs
SOLAR ARRAY ATTACHMENT METHOD IS STRUCTURALLY ACCEPTABLE.
Page 4 of 4