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HomeMy WebLinkAboutSOLR-19-2381 w City of Arcadia, CA -.' PermitNO SOLR 19 2381: } a 4rm.�,'"�r r� aka ti$1.0 Development Services Department ) "_ o °'" k- -,,,,,,,--r: - i Permit Type Solar ` 4 240 West Huntington Drive,Post Office Box 60021 i `' J I ill "/ ' 71 I ' i i 1 ' Work Classification•Solar Residential �w Arcadia,CA 91066-6021 - t2:',e,—,4:','---,,Q,---','L---i lu ' u k s , (626)574-5416 % r ig. '- ,,,t PerinitStat0S Issued r m ARCADIA 4 ' issue Date.`11/25/2019��1 Expiration: 05/23/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number . 11114 MAYFLOWER AVE Arcadia,CA 91006-4551 8509007008 Contacts' " DAVID&SHOSHANNA BOCTOR Owner Mohr Power Solar Inc Contractor ' 1.114.MAYFLOWER ' " - 1452 Pamona RD,Corona,CA 92882 (951)738-2000 661434 Description:ROOF MOUNT PV SYSTEM,125 MODULES/1 Valuation: $ 0.00 Tenant INVERTER,NEW 200 AMP SERVICE/175 MCB milTotal Sq Feet: 0.00 I Plan Check# Plan# ...;B+dYM: +Y v..,3'0tti:.'^4-.,fst L:::kn.va.:_a o .. s,„ «Ob.:.,`.:.M .:.G,an' ♦. "d'.:ei�,%0$a".. .. . Fees Amount payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $324.72 Electrical Permit Issuarice Fee $47.01 Cash/Receipt#REC-03175-19 $324.72 Fire Plan-Check Fee Residential $50.00 $77 78 Amount Due: $0.00 Inverters Panels $82.45 -' Residential Services up to 400 amps $16.48 Solid Waste Management Fee 2 $1.00 Total: $324.72 - 12-(7.11 CALLS FOR INSPECTIONS ELEC. rM,V/iC& * CT�YT / 4.' Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. ./11! � (�"' / 6.r17/0 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 P144L 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 daysor if no progressive work has been verified by a City of — ' — Arcadia building inspector for a period of 180 consecutive days. rts ttcV� M avalalFIED t.,[7." OMP&E?E o , . , . ....,_... , . . . .., , ... ,,. , ,... . . .:.. ... • November 25, 2019 Issued By: Date November 25,2019 Page 1 of 1 ARe Vti 4 oFF ,'4, y _ PERMIT/PLAN REVIEW APPLICATION ..4 itEil SMIDevelopment Services Department,240 West Huntington Drive,Post Office Box 60021 \ � Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia v a`_ LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION F❑ 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 `YProfessions Code,and mylicense is in full force and effect. �&i� ❑ I have and will maintain a certificate of consent to self-insure for workers' F" License Class C.`�(o License No._(do)4l3/ Exp. Date _ — —,m; compensation, as provided for by Section 3700 of the Labor Code, for the of the work for which this permit is issued. -` Signature of Contract , 1)Y !Lei'1i—t= 5;r OWNER-BUILDER DECLARATION al I have and will maintain workers'compensation insurance,as required by Section I 3700 of the Labor Code,for the performance of the work for which this permit ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors I License Law for the following reason(Section 7031.5,Business and Professions 6: 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-/ Cornirm5--44b'1 Th5t,rcncP FLno. demolish,or repair any structure,prior to its issuance,also required the applicant `; 9/)5 for such permit to file a signed statement that he or she is licensed pursuant to the ;': Policy Number (p�0) 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 'p ,II 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 not employ in anymanner so as to become subject to the workers' Section 7031.5 by any applicant for a permit subjects the applicant to a civil i' p y an y person J penalty of not more than five hundred dollars($500)): �;�° compensation Laws of California,and agree that if I should become subject to the ;ii workers'compensation provisions of Section 3700 of the Labor Code,I shall IDI, as owner of the property, or my employees with wages as their sole .f) forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for tip Date//—t S— I9 Signature v !//�/�,�la — sale(Section 7044,Business and Professions Code:The Contractors License . Law does not apply to an owner of property who builds or improves thereon, r)- 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 Ta(Ain ya In oc Title kp PRINT NAME f,.1 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. r.� fit:; II / , / / - o�5 -/ i f Signature .1,-. 9 Date 1;jS / 0 00eN 0Op Q /000l 70. r tl -out3 000 AZIMUTH -" 1.80. o pgE 20p•/90 0 y pbp� I r 7 D��c1a)N Nts7Ta°. 1 s 3 M • POINT LOAD D CALCULATION PER ARRAY #OR WEIGHT TOTAL WEIGHT ITEM LIN FT PER(lbs) (lbs) MODULES 25 39.7 lbs 993 lbs RAILS 188' 0.5 lbs 94 lbs RACKING PARTS 50 0.5 lbs 25 lbs TILT LEGS 0 3.5 lbs 0 lbs MICRO INVERTERS 25 2.1 lbs 53 lbs /POWEROPTIMIZER TOTAL WEIGHT 1164 lbs 6'-6" MODULE DIMENSIONS(LxW) 65.94" x 39.25" = 18.0sq.ft WEIGHT PER MOUNT 1164 / 50 = 23.3 lbs/Mount WEIGHT PER SQ FT 1164 / 449 sq.ft.= 2.6 lbs/sq.ft. WIND UPLIFT CALCULATION ((M x P)-.6x W)<L x ExQ. W=Module and racking weight 1164 lbs M=Total Modules area 449.33 sq.ft. 15028 < :41000 P=Wind pressure 35 pef 25 MODULES L=5/16"dia.Lag screw 328.0 lbs/In ROOF TILT @ 18° E=Leg screw embedment 2.6 Inch AZIMUTH @ 90° Q=Quantity of lag screws 50 NOTES: -WORKING CLEARANCE FOR MAIN SERVICE PANEL AND AC DISCONNECT EXCEEDS 3' -CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN PREPARING ROOF FOR ANCHOR POINT LOCATIONS. BUILDING STRUCTURE INTEGRITY IS THE RESPONSIBILITY OF THE INSTALLER. -ADJUSTMENTS MAY BE REQUIRED DUE TO EXISTING ROOF LAYOUT. -2016 CALIFORNIA ELECTRICAL CODE[2016 CEC]-ARTICLE 690, ALL MANUFACTURES'LISTING AND INSTALLATION INSTRUCTIONS. -ROOF ACCESS POINTS SHALL BE LOCATED IN AREAS THAT DO NOT REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS WINDOWS OR DOORS,AND LOCATED AT STRONG POINTS OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH AS TREE LIMBS,WIRES OR SIGNS.(SECTION R331.4.1 OF THE 2016 CRC) 5'-8" -PV EQUIPMENT,SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTION SHALL ONLY BE INSTALLED BY QUALIFIED PERSONS.(NEC 690.4 E) -PHOTOVOLTAIC SYSTEM CONDUTORS SHALL BE IDENTIFIED AND GROUPED.THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING,MARKING TAPE,TAGGING OR OTHER APPROVED MEANS.(NEC 690.4 B) P L 77' DISCLAIMER:If any Errors,Discrepancies or Omissions appear in these drawings,specifications or other contract documents;The Own( Chun r Ar C:Pncral( r,nfr7r.fr,r folio 4"nnin ,nk nn44ne k"f"." - aL.-r... m /a © t4> b c fli c.. III, P a g 7,-,74';1111`',, I/ tea. u"r1,41, t ii,ip .,„ FM ii4fa 0 /it' ? 5 DRIVEWAY a .,. - CD kr 6:) , „ 106-4 -1=-- i 0 D — --- - — Isl U c 1 a � - - — z 5 — — — — — — — — — — P/L 192' D IP N O_ ?. a 0 W O C * REG/S weor4!Z ' FoLi �Pc) m z O� 'a N C Q o 0o S p m y ip _ Cmn E. �. 0 I ,� o --;:c, '.2 IV N ZO CD P W 5. 5 C9 /q / e 5 co 5 CO OD n i�� O 0 ,‹ O < co m a I CDD MOHR POWER SOLAR, INC. 25 MODULES:REC PEAK ENERGY-REC320NP ROJECT: Phone#626-241-8655 25 POWER OPTIMIZERS:SOLAREDGE P320 1452 POMONA ROAD 1 INVERTERSOLAREDGE-SE10000H-US-IS11]-240Vz co CORONA, CA 92882 z 0 141; PHONE:951-736-2000 DAVID&SHOSHANNA BOCTOR r 9n m )' 1114 MAYFLOWER AVE. O.�' ARCADIA,CA 91006 SYSTEM SIZE: - X OCCUPANCY TYPE:V-B GROUP:R 8.000 KW DC (STC) z D r APN#8509007008 CONTRACTOR:MIKE MOHR 0 1 STATE LICENSE# LICENSE CLASS EXPIRATION DATE 7.365 KW DC (PTC) m 661434 C-46 12/31/2020 7.306 KW AC (CEC) � � T I A i, Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@grnail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: David & Shoshanna Boctor Residence ,�oQRpFEssio4, 1114 Mayflower Ave., : Arcadia, CA 91006 No. C58724 Applicable Codes: * -21 pp r c,v►�, TExp.3-31e OF C 2016 California Building Code, 2016 California Electric Code, 2016 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2015 American Forest & Paper Association National Design Specification for Wood Construction, Local Mun.rci 01'.:;Code, and all other codes which are adopted by reference or.enacted by-*. Assumed Design Parameters: #�,����"` The existing structure has;born �+ `1t t rard°�`� .,ti)bui h9,� �rmit and is in its A-koriginal condition. The-existing rogf` t oau,co:1 a9a�a t• at�t1 code - required live load and tl a abili 9 of the das ,\str`u, r ,,to s ip#rt live loads has not been substantially: reducRd b � e,Rf tt 0-`u0u' e, termites or mold, or unauthorized modific tiopsq`g�th0,xiiti0d r c ure. Solar Energy o Contractor shall make an ins eC Ubhe:dxistipg`roof framing system prior to installation of the roof mo nt d,sola6e iergy system to verify that the existing roof is capable of-sup ii4 .g4inimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong-Tie or Equal All Concrete Foundations are fc = 2500 psi or stronger Original Structure was built to the Type-V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht# 1 of 6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Note to Building Official: Based upon a review of the.proposed plans and information, the existing roof framing system is capable of safely supporting the additional loads caused by the new solar photovoltaic energy system. The contractor shall field verify that the existing roof structure is in its original permited condition and verify that it can support the normal code required roof live loads. Attached in this package are several calculations showing that the roof members can support the additional weight of the solar array. Furthermore, an analysis of the solar array's support for wind forces and a seismic analysis of the existing structure are also included. 1;F Essio4 Check Existing 2x4 Roof Rafters @ 24" O.C.: * _may 0 No. C58724 (Assume max rafter span = 20 ft.) * Exp.3-31-21 * d> CIV1V �Q W DL+LL 9TF OF C Al1F��� K/////////////////////////////) I W = 35 psf x 2 ft. = 70 plf R1 R2 20' Total load on rafter = 70 plf x 20 ft. = 1,400 lbs *Note: Contractor to Field Verify Framing Sht# 2of6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 c _ I ' Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing .2x4 Roof Rafters @ 24" O.C.: P PP P W DL+LL W DL+LL 7 7 7 7 W DL+LL = 35 psf x 2 ft. = 70 plf L W DL W DL = 15 psf x 2 ft. = 30 plf R1 R2 20' 3' 11' 6' Total load on rafter = 70 plf x 9 ft + 30 plf x 11 ft + ( 6' x 2.75' x 3 psf x 4 ) = 1,158 lbs < 1,400 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH .�OQROFESS/pygl EFFECTIVE AREA = .15 SQ FT r 7 2 - ( . c58724 '\ � INTERPOLATION OF WIND UPLIFT FORCE: �k Exp.3-31-21 sr CIV Pnet3o = -46.5 psf �rF of Sht# 3 of 6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 � 1 z , i Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check attachment of Support to Existing Structure for Wind Pressure - Cont'd Tributary Area to Each Solar Mount = 4 ft. x 2.75 ft. = 11 sq. ft. ( Max ) Calculate Load at each support: .�oQROFE S 04,, Pnet = A Kzt I Pnet30 Eq'n 30.5-1 ASCE 7-10 o � y A = 1.35 Wind Speed 130 mph Exposure C No. C58724 Exp.3-31-21 * Kzf = 1.0 • I = 1.0 dT9•1. eOF'CA1.\F���\P Pnet30 = 46.5 psf Pnet = 1.35 x 1.0 x 1.0 x (46.5 psf) = 62.8 psf Nominal (Unfactored) Pressure at each support = 62.8 psf x 11 sq. ft. = 691 lbs Note: Section 2.4.1 of ASCE 7-10, Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination #5 : D + 0.6W Design (Factored) Uplift at each support = 0.6 x 691 lbs = 414 lbs Load per lag screw = 414 lbs / 1 = 414 lbs Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according to the 2012 NDS. W ' = WxCdxCt Table 10.3.1 2012 NDS where: W = 266 lbs / in. of embedment per Table 12.2a Cd = 1.6 per Table 2.3.2 of 2012 NDS Ct = 1.0 per Table 10.3.4 of 2012 NDS W ' = 266 lbs/ in. x 2.5 in. x 1.6 x 1.0 = 1,064 lbs > 414 lbs OK Use Support connected to 2x Min. Roof Member, w/ (1) 5/16" x 3.5" lag screws per connection minimum. Sht#4 of 6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 3 • Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 TeI:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of(E) Building = Approximately 2,400 Sq. ft. Approximate Effective = 2,400 sq. ft. x 30 psf ave. = 72,000 LBS Seismic Weight DETERMINE BASE SHEARc5Q�oFE 049`x, O V = Cs W EQ'N 12.8-1 ASCE 7-10 0 No. C58724 ' Exp.3-31-21 ' Cs = SDS EQ'N 12.8-2 ASCE 7-10 �9rF civil o��`P OF C AL\F le R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 WOOD SHEAR WALLS le = 1.0 IMPORTANCE FACTOR Sips = 2/3 x SMS EQ'N 11.4-3 ASCE 7-10 SMS= FA x SS EQ'N 11.4-1 ASCE 7-10 SMS= 1.0x1.5 = 1.5 SPS = 2/3x1.5 = 1.0 1.0 EQ'N 12.8-2 ASCE 7-10 Cs = 65 = 0.154 1 Sht# 5 of 6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 y , ' S Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com EXISTING BASE SHEAR V = 0.154 x 72,000 LBS = 11,088 LBS EQ'N 12.8-1 ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar Array: EXISTING SEISMIC = 72,000 LBS ;Ilatlako.z QROFE S/iNgl WEIGHT 0 No. C58724 NEW SOLAR ARRAY = 3 PSF x 25 PANELS x 3.3' x 5.5' = 1,361 LBS * Exp.3-31-21 clvi "' NEW SEISMIC = 72,000 LBS + 1,361 LBS = 73,361 LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 73,361 = 11,298 LBS EQ'N 12.8-1 ASCE 7-10 % CHANGE = 11,298 LBS - 11,088 LBS x 100 = 1.9 % < 10% OK 11,088 LBS OK. PER ASCE 7-10 SECTION 11.6.4 ALTERATIONS EXISTING LATERAL FORCE RESISTING SYSTEM IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC FORCE IS LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. 'Alterations are permitted to be made to any structure without requiring the existing structure to comply with this standard provided the alterations comply with the requirements for a new structure.Alterations that increase the seismic force in any existing structural element by more than 10 percent or decrease the design strength of any existing structural element to resist seismic forces by more than 10 percent shall not be permitted unless the entire seismic force-resisting system is determined to comply with this standard for a new structure." End of Calculations Sht# 6 of 6 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019 • Loyd W. Martin Professional Engineer, Inc. 9924 Universal Boulevard #224-406 Orlando, FL 32819 Te1:1 .310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Determine Loading on Roof Rafters Dead and Live Loads without Panels: Tile Roofing = 8.0 psf 1/2 Sheathing = 1.5, psf 2x Rafters @ 24" O.C. = 0.7 psf 5/8" Drywall = 3.1 psf Misc. / Insul = 1.0 psf oFESS/pN9l • Dead Load = 14.3 psf ( o \M+' \2 w/ DL Corr. (1.05) = 15.0 psf '� No. C58724 * Exp.3-31-2 * Live Load = 20.0 psf sT c r v i �� 9TF CF C tafi's Total Load = 35.0 psf Dead Loads with Panels: Tile Roofing = 8.0 psf 1/2 Sheathing = 1.5 psf 2x Rafters @ 24" O.C. = 0.7 psf 5/8" Drywall = 3.1. psf Misc. / Insul = 1.0 psf Dead Load = 14.3 psf w/ DL Corr. (1.05) = 15.0 psf Total Load = 15.0 psf Solar Array = 3.0 psf (Note: Solar Loads are point loads on members) Total Load with Solar Array = 18.0 psf < . 35 psf OK *407 lbs is the Nominal Unfactored Load(see sheet 4) Sht#R2 2019-3942 Mohr Power David & Shoshanna Boctor Residence Date: November 8, 2019