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HomeMy WebLinkAboutUntitled '4411/!: City of Arcadia, CA SOLR-18-106 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 ARCADIAIssue Date .06/20/2018:, Expiration: 12/17/2018 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 514 #14. Norman AVE Arcadia,CA 5790015005 , t. C"N':•""Kw..;^'h`ItiF!'n': .NY Mfti.*'. -o l.:fY}t :i' 'K')Jd':m%ic':M..A'M1&'Ywti(.YYA"'9i4'3m`4 4 S! kT .1:tS4"A Rr+na. .;b. '^UY_'4s',irt hY,.•r. *+ .. `R:"ski.+^2,•-:?. Contacts VIVIAN WANG Owner Simply Solar Contractor 514 W NORMAN AVE 1715 W 130th D,Gardena,CA 90249 tl (310)977-8078 - .. :,gin. , __ :_..,• . - p ,s .-r .... .. , ,. .. :�,.. ��z� � .. �. � ,r ,,�- _ r.,.�> . ,, �5 Description:ROOF MOUNT SOLAR SFR,27/MICRO,60 AMP NEW ' Valuation: $0.00 Tenant COMBINER PANEL BOARD q i Total Sq Feet: 0.00 I Plan Check# Plan# r a.. " :. :� _, • tea. ..s :, «�. .. Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $2,338.74 Distribution Panel $15.55 Cash/Receipt#REC-001497-2018 $2,338.74 Electrical Permit Issuance Fee $44.35 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $2,100.06 Panels $77.78 Solid Waste Management Fee 2 $1.00 Total: $2,338.74 7 - - 6 g CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message phvAL014 p 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. June 20,2018 I ue y: Date June 20,2018 Page 1 of 1 ‘�''':''�s PERMIT/PLAN REVIEW APPLICATION s. w%1 asam r* E,I,'' Development Services Department,240 West Huntington Drive,Post Office Box 60021 \Y/� Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia fl LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjurythat 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, cann.e�d my license is in full force and effect. • I have and will maintain a certificate of consent to self-insure for workers' t icense Class —1 icense No.C Go. 5 Exp. Date J_3 44. compensation, as provided for by Section 3700 of the Labor Code, for the 'Signature of Contractor 44044- 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 0 I hereby arm 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 affirm License Law for the following reason(Section 7031.5,Business and Professions 9 issued..My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier JOAW e G varkesr I Y15. 5506%00-es demolish,or repair any structure,prior to its issuance,also required the applicant 7 q- q - ZO for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number % 7 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 1` 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 ;" 4 of employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): o compensation Laws of California,and agree that if I should become subject to the M .workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the roe forthwith comply with those provisions. property,rty, or my employees with wages as their sole l 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 ti)_ Ze, ` IS Signaturefe.x. Lu 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. 11-17 ,Ti ame J(:JC+.✓" era,tn,edN AME Title d"eel tNd i ,t'C 11 PRINT1 Iicertify 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. '';\agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of r Arcadia to enter uponthe above-mentioned property for inspection purposes. 1,. aZ0A1 Signature �r.�/•ryL Date r 8 t, Ina GENERAL NOTES PAGE INDEX CUSTOMER INFORMATION SIMPLY SOLAR LLC. WANG,VIVIAN AND YANG,SHAO 1715 W 130TH 1. Photovoltaic system to be installed on an PVO COVER XING SUITE D existing residential structure PVI SITE PLAN GARDENA,CA 2. Design to comply with the latest edition of 514 NORMAN AVE. 90249 California Electrical Code,NEC and all local PV2 STRUCTURAL ARCADIA,CA.91007 ordinances and policies1-844-SUN-EASY 3. This project has been designed in accordance PV3 SINGLE LINE A 213.709.3531 CSLB#990055 with the CBC section 1609 to withstand a CL.C46 minimum 110MPH wind load,exposure C PV4 SIGNAGE SCOPE OF WORK _ _ 4. Existing structure is 2story PV5 CUT SHEETS INSTALLATION OF 27 ROOF MOUNTED PV MODULES,MOUNTED FLUSH TO ROOF 5. This system will not be interconnected until approval from the local jurisdiction and utility AND 27 MICROINVERTERS are obtained A SYSTEM SIZE OF 9.45 KWDCC............_ 6. This is a utility interactive system with no ADDITIONAL NOTES: 0 storage batteries 7. The photovoltaic installation shall not obstruct EQUIPMENT DETAILS QTY any plumbing,mechanical or building roof vents MODULE TYPE: LG LG350Q1C-A5 27 8. Each modules will be grounded using the INVERTER TYPE: ENPHASE IQ6PLUS-72-2-US(240V)IS I i)) 27 supplied connection points identified on the . -`--- module and the manufactures installation Q instructions 2 9. A ladder shall be in place and secured for N _ inspection in compliance with CAL-OSHA C6 O regulations z > O 10. Proper access and clearance will be provided } Q rn rr per section 110.210 CEC 0 ZQ r�r' 11. All Exterior conduit to be painted to match the Z z 2 U g. exterior of the home Z X t _Q r • Q Z 0 rr , c LCI Q 1.6Z Q DESIGN DETAILS • ARCADIA APPLICABLE CODES: 9.45 KWDC -2016 CBC 12015 IBC 5/25/2018 -2016 CRC 12015 IRC -2016 CEC 12014 NEC 910020 -2016CMC 12015UMC 5"°a'"°m 1 -2016 CPC 12015 UPC COVER -2016 GREEN BUILDING STANDARDS CODE (epREEN) -2016 CALIFORNIA ENERGY CODE PV-0 N SIMPLY SOLAR SITE PLAN LLC. 130TH SCALE:3/32" = 1'-0" W E 1715SUITED FRONT OF GARDENA,CA S HOME 90249 1-844-SUN-EASY CSLB#990055 CL.C46 60A PV AC DISCONNECT (N) (NON-FUSIBLE)LOCKABLE r I _ _- -I FLAT ROOF NEMA 3R N '__[ I SOLAR COMBINER (N) PANELBOARD BOA _ I 120/240V NEMA 3R ' 400A MAIN SERVICE jj/. PANEL WITH 200/200A , ,.. (E) NOT CENTERED MAIN � i �� PITCHED ROOF 0 BREAKER 120/240 V Q I A I N 1 1 U w o i b ////v.%moi, � 1 } Z ° m j�j� I 6/1/18 z X o Q 1- Q Z p M j� j//. > -SPI Q N AA i. A Q •-,J / j� ZDESIGN DETAILS �j/�j/� _ (N) 27 PV MODULES LG ARCADIA • LG350Q1C-A5 / 1 t_ \ 27 PV INVERTER ENPHASE 9.45 KWDC (N) IQ6PLUS-72-2-US(240V)[SI1]) 5/25/2018 910020 shE.Name: 1 SITE PLAN PV-1 B LAYOUT SPECIFICATIONS SIMPLY SOLAR NOTES: LLC. ARRAY AZIMUTH(S): 180 • FOOTING TYPICAL 1715 W 130TH SOLAR MODULE ROOF TILT: 0@ 72"O.C. SUITE D ROOF MATERIAL: ROLLED ROOFING-1 Layer(s) .....t ..0 SOLAR RAIL • PILOT HOLES SHALL BE GARDENA,CA - Ii L-BRACKET MADE PRIOR TO 90249 ROOFING FRAMING TYPE/SPACING: 2X4@24"O.C• " FAST JACK MODULE TYPE: LG LG350Q1C-A5 Y E-CURB LAGGING INTO RAFTER 1-844-SUN-EASY ���— •EPDM/Ml SEALANT • LAG BOLT HAS A CSLB#990055 NUMBER OF MODULES: 27 __ E """` ROOFING MINIMUM 2.5" CL.C46 WATER PROOFING EMBEDMENT MODULE WEIGHT: 37.48 LBS MATERIAL MODULE AREA: 17.65 SQ.FT ROOF SHEATHING • MOUNTS ARE FLASHED A' ZINC LAG BOLT AND SEALED WITH A MOUNTING SYSTEM: CHEM CURB W/SNAP N RACK STANDOFF MIN 2.5' RAFTER TRI-POLYMER SEALANT EMBEDMENT NUMBER OF ATTACHMENT POINTS: 42 MAX ATTACHMENT SPACING: 72"O.C. DISTRIBUTED WEIGHT: 2.4 LBS/SQ.FT SECTION VIEW J O 2 _ ---11111111-- N n AMINE Q < rn m -- -MIM=--- z OZ Q u a SOLAR MODULES ---- +- --- 2E X O Q h PV RAIL -� PV RAIL --- --- --- a z Q er L FOOT II > U n CLAMP __ FOOT - ---- LnQ u u 1 N._ ._._/ L7 TILTED UP 10° DESIGN DETAILS -- 4 , •-- ARCADIA 6/1/18 9.45 KWDC STRUCTURAL LAYOUT -------- - _-_.--�_�--,-._•_-.--- 5/25/2018 LEGEND: N — 910020 MODULE RAIL FOOTING SPLICE / \ "'W 1 o W E STRUCTURAL o m s PV-2 ENPHASE MICROINVERTER UNDER SIMPLY SOLAR LLC. EACH MODULE 1715 W 130TH II II ILII SUITE D —Al _ A2 —_Al2 GARDENA,CA r _ �— — 7 A 90249 I AJ AJPV SYSTEM I I c BACK-FEED 1-844-SUN-EASY II II 1111 CSLB#990055 13 t3 M BREAKER I —B1 ■... B2 ■■ — BS 1_ 40A PV CLC46 r soarI ca OM q--/ _ 1400A I N BACKFEED I t <__. 2DA „-_�A a I I I I I I L I I 20A ""� I —Cl C2 — C7 �-L•w .�mow Iwo�, 20A l L —T w —� USEOF GROUNDING IRONRIDGE RACKING DINTEGR TED THROUGHTHE 0 (N)SOLAR 4 (N)60A PV AC " (E)400A MAIN -- SYSTEM GROUNDING LISTED FOR SYSTEM (N)JUNCTION BOX COMBINER DISCONNECT SERVICE PANEL GROUNDING UL2703. SEE CUT SHEET. PANELBOARD 60A (NON-FUSIBLE) NOT CENTERED MAIN 120/240V NEMA 3R LOCKABLE BREAKER EXISTING 0 NEMA 3R (E)200/200A MAIN GROUND AND Q BREAKER WATER S GROUND f/I 120/240 V (6 LU O INVERTER SPECIFICATIONS MSP ALLOWABLE BACKFEED(NO CENTER MAIN ELECTRICAL WIRING SCHEDULE Z Q o tr MANUFACTURER ENPHASE BREAKER) NUMBER OF CONDUIT p Z . K SERVICE PANEL BUS RATING: 400 AMPS TAG CONDUCTOR TYPE GAUGE CONDUIT TYPE MODEL IQ6PLUS-72-2-US ALLOWABLE LOAD: 120% 'BUS RATING CONDUCTORS SIZE ZQ z 2 u c (240V)[S 1]) 200/ A THWN-2 CU MIN 12 6 FREE AIR N/A Z x O - m DC CHARACTERISTICS SERVICE PANEL MAIN BREAKER: 200 AMPS Z Q BARE COPPER(EGC) 6 AWG 1 FREE AIR N/A INPUT STC POWER 400 W > `I cc TOTAL ALLOWABLE BACKFEED: 40 AMPS B THWN-2 CU 10 AWG 6 EMT 3/4" LO Q MAX VOLTAGE 62 V MODULE SPECIFICATIONSTHWN-2 CU(EGC) 8 AWG 1 EMT 3/4" Z PEAK POWER VOLTAGE 27-45 V Q MANUFACTURER LG C THWN-2 CU 8 AWG 2 EMT 3/4" OPERATING RANGE 16-62 V MIN.MAX.START VOLTAGE 22/62 V MODEL LG350Q1C-A5 THWN-2 CU(EGC) 8 AWG 1 EMT 3/4" MAX DC SHORT CIRCUIT LOAD CENTER TO MAIN DESIGN DETAILS CURRENT 15A STC POWER 350 W INVERTER OUTPUT AC,I CONT. 31.59 AC CHARACTERISTICS OPEN CIRCUIT VOLTAGE 42.7 V ARCADIA AMPACITY OF#8 WIRE 50 PEAK POWER OUTPUT 290 W @ 240 VAC MAX POWER POINT VOLTAGE 36.1 V TEMP.CORRECTION 310.15(B)(2)(A) 0.96 9.45 KWDC RATED CONTINUOUS OUTPUT SHORT CIRCUIT CURRENT 10.77 A CONDUIT FILL ADJUSMENT 1 5/25/2018 POWER 280 W @ 240 VAC MAX POWER POINT CURRENT 9.7 A 910020 ADJUSTED AMPACITY OF#8 WIRE 48 NOMINAL OUTPUT CURRENT 1.17 MAX SERIES FUSE RATING 20 A SF1604 Norm: 1 NOMINAL VOLTAGE 240 VAC MAX SYSTEM VOLTAGE 1000 V PV BREAKER SIZE 40 SINGLE LINE MAXIMUM UNITS PER 20A PV SYSTEM BACKFEED BRANCH 13 CELL TYPE MONOCRYSTALLINE 31.59A X 125% 39.4875 SYSTEM QUANTITY 27 SYSTEM QUANTITY 27 MAIN PV BREAKER OCPD RATING I = I 4D A PV-3 • CEC 705.12(D)(7) SIMPLY SOLAR SIGNAGE: WARNING SYSTEM EQUIPPED WITH RAPID LLC. CONSTRUCTION DETAIL:3/8"WHITE LETTERING ON RED INVERTER OUTPUT CONNECTION: SHUTDOWN 1715 W 130TH SUITE D MATERIAL:UV RATED FADE RESISTANT AND REFLECTIVE COATING DO NOT RELOCATE THIS CEC 690.53(C) GARDENA,CA REQUIREMENTS:ALL LABELS AND MARKINGS SHALL BE ATTACHED OVERCURRENT DEVICE 90249 ACCORDING TO REQUIREMENTS BY NEC AND THE LOCAL AHJ. - 1-844-SUN-EASY NEC ARTICLES: CEC 690.35(F) CEC 690.5(C) CSLB#990055 690.6(C),690.14(C)(2), 690.17, 690.53, 690.53 (F),690.54, 690.64 (B)(7) WARNING WARNING CL.C46 AND 705.10 NEC 690.31 (E) 3&4 ELECTRIC SHOCK HAZARD. ELECTRIC SHOCK HAZARD. PLACE ON ALL JUNCTION BOXES,EXPOSED RACEWAYS EVERY 1OFT. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC IFA GROUND FAULT IS INDICATED.NORMALLY SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED GROUNDED CONDUCTORS MAY BE UNGROUNDED CAUTION: SOLAR CIRCUIT AND ENERGIZEDC ... CEC 690.17 ' NEC 690.31 (E) 3&4 WARNING PLACE ON EXTERIOR/INTERIOR OF ELECTRICAL PANEL ELECTRIC SHOCK HAZARD. CEC 690.4(H),690.56(3),&705.10 REQUIRES DO NOT TOUCH TERMINALS A PERMANENT PLAQUE OR DIRECTORY CAUTION: SOLAR ELECTRICAL SYSTEM CONNECTED TERMINALS ON BOTH UNE AND LOAD SIDES MAY BE DENOTING ALL ELECTRIC POWER ENERGIZED IN THE OPEN POSITION CEC 690.54 - SOURCES ON OR IN THE PREMISES. PLACE THIS LABEL AT"INTERACTIVE POINT OF INTERCONNECTION" (AT MAIN 0 SERVICE PANEL AND SUBPANEL IF APPLICABLE CAUTION CEC 690.534) N x PLACE THIS LABEL ON ALL PHOTOVOLTAIC DC DISCONNECTING MEANS(ON POWER TO THIS BUILDING IS ALSO SUPPLIED " W o INVERTER IF INTEGRATED DC DISCONNECTS AND AT SEPARATE DC } > al cr DISCONNECT IF APPLICABLE) FROM THE FOLLOWING SOURCES WITH o Q < K DISCONNECTS LOCATED AS SHOWN: a z cc `J SYSTEM DISCONNECT SIGNAGE z x o a N PHOTOVOLTAIC SYSTEM AC DISCONNECT FRONT OF > v V INVERTER RATED AC OUTPUT CURRENT 31.59 DISCONNECT,PV SYSTEM\ HOME C7 111 Q NOMINAL OUTPUT AC VOLTAGE 240 SERVICE z POINT&UTILITY ci SYSTEM EQUIPPED WITH Q METERING RAPID SHUTDOWN PHOTOVOLTAIC SYSTEM DC DISCONNECT -- m lit OPERATING CURRENT(IMP) N/A -is. DESIGN DETAILS OPERATING VOLTAGE(VMP) N/A 0 -- ARCADIA MAX SYSTEM VOLTAGE(VOC) N/AI I I 9.45 KWDC SHORT CIRCUIT CURRENT(ISC) N/A 5/25/2018 910020 CRC R331.2 AND CFC 605.11.1 THE MARKINGS FOR DC RACEWAYS AND CABLE Sheet Name: 1 . .; [Marked on junction/combiner boxes ASSEMBLIES MUST BE SOLAR PV @ 10'ocWITHIN 1'OF and conduit] ARRAY SIGNAGE TURNS OR BENDS,ABOVE OR BELOW ADDRESS: WARNING:PHOTOVOLTAIC PENETRATIONS OF ROOF AND CEILINGS& 514 NORMAN AVE. PV-4 V-4 WALLS OR BARRIERS PER CRC R 331.2.4 POWER SOURCE ARCADIA,CA.91007 SIMPLY SOLAR LLC. 1715 W 130TH SUITE D GARDENA,CA 90249 • LGN ON'fit 1-844-SUN-EASY ® e CSLB#990055 6.� Innovation for CL.C46 Life's Good t a Better Life. Mechanical Properties Electrical Properties(STC e) Celts 6 x 10 Module 350 } • CNIVendor I!a MaximumPosner(Pews) 350 Cee Type Nlonw ystall:rc/N type M1IPP Voltage(Vmpp) JGI r.� i.� ..- ti_,�,.♦..� F Cell Dimensions 1617s1617mm/6 inches MPP Current Onmp) 970 .• DI 0.6W N) -'..___ ... 1]00 1016[40 mm Op C Voltage(Vac) 42] __ I( x.---• w----�+i_.�----.-� 1 6G 97 C 2S pmt-rcM1 004 Circuit Portent(Ise) 10.]]..-.. F Load 6000P/125 est Med leEffi i h _.._.._..__. ._..20] • I Rear Load 5,400Pa/113 psf -Operatlag Temperature .40-.90 Weight 10569/40.790 Maximum System Voltage 1000 - Connector Type MC4 Maximum Series fuse Radng 20 .� lunctlon Boz IP6B with Diodes Power-�--- 0-.3 }'w,s Tdenere l%I i--.---` .•��'T�-n -! Oboe of Cables ._— 1000 minx ea n um •nee lsuw,pne na. ntemrempera...5C MI:5 Ijt{ Glass Tempered Glass seith AR Coating am.,..-c mn.mwz..-r...a.o-aw.wn..• FrameN°dded Alan ^"ra"I`"'9'n,mr.r,e..y mlmowmu tox Electrical Properties(NOCT5) Certifications and Warranty o Module 3501 CerMicetlons IEC 61215,1EC61T3o• 2. M,mimrm Power(Pmssl 264 Q U1]03_ ... — _ e9PPVot (Wimp) 332 I NeON°R E[fi]0Sal ontet___ li pp)_._ 733 In IGC 62716(Ammonia Does) i2ponC V Itor(V ) 40.1 - 1509001 Short Circuit a°ene(Ise) B.67 0 . o Module fire Performance(USA) TYPC1 •uaRmmw ay..aeCOPe:v.mw.Sano'-e..BoeWed,..m,.rtre.q..w m C„w ua 1,N, Z Fire Resistance Class(CANADA) PlassC(ULC/ORO C1703) ---- Q > O r Product Warranty 25yean } 0.) er Output Warranty of Mom 1.1--near warranty Z le The LG NeON°R is a high-power luxury solar panel featuring - - - - - Dimensions(mn) 0 0 Q Q er newly developed Back Contact Technology..The advanced I-pY.,_ya nlnwa pvxnuwr lo yea a«awma°•am,ma:sy.er:M.x z Z 60 cell cell structure locates all of the module's electrodes on the '® D UL g5 Temperature Characteristics �, L Q C back side of the panel,minimizing power loss and boosting ®� ®' rvoer 44 3'C •� , X CC Q h efficiency. vmvv......._..__......._._....__....__.._... _._.0.30%/•C..__.�._�._...._._..._. In Cr vat -D24%rc_ ____._______- �� Q Z Q Enhanced Warranties �� High Power Output Characteristic Curves Mill'.. > Lt) Q LG offers a25-year product warranty for LG NeON°flip TheLG NOON^R has been designed to significantly .-.-..- � • Z addiLdntoan enhanced performance warranty.After 25 enhance Its output making it efficient even In limited Cr years,LG NOON°itis guaranteed to produce at least 96.4% spaces. of its Initial power output. af9 -- am W Roof Aesthetics 1669 Outstanding Durability nen - LGNeONeRhasbeendeminedenthaestheticsinmin& zm-- --•_-.-...--- -\ 9 With its newly reinforced frame design,LG NeONT R can bleb&of any electrodes on the front creates an P a,and a rear toad to ._.r...se so._..�.....son s.m-..,_.._oo endure to p 4w ,w ms .aa >aw „m crow ,.� moo „w ,•s DESIGN DETAILS improved,modem aesthetic 5400 Pa. ri I 16k:: .0, Improved Performance on Sunny Days L. Near Zero UD(Light Induced Degradation) ran- ARCADIA LG Neon R new perPorrrs better nn sunny days,thanks re The n-typo cells used in LG NeONo R have almost.no n - 1 I'.■[.I 9.45 KW DC boron.This lends to less u0 right after installation its Improved temperature coe(fident b 9 r • . i;�,/�1111�11i 5/25/2018 "..., n ..,n-,,.e, ., >u ° >ae4e....ama..e,nwn,iw wwwwiciwansa 910020 ®LG Nwoeemeanaareeone„re m t fv�esere o ecttnnnne�athonr�.e mmksuSA E0 054173.-G-rvf1t60630 13 r4•? sheen Name: 1 About LC DemeNes ides rcW 10005yWelAw,Erglmoo l.rKWO]632 `1.; Le nsaheolm b.pleb,ways „been o .0 toe..psh,it,upec udml w,m'go6vs.' 05 imure]r0evheMNe. nnLa ed en Mier emryy,roe e,eeoobrSnr. n1g45. Cm le snlr[Y/e.rum I OU X030 TIG Eleomas An rrylnreseved 6.w,.,�,rs tee le ; �...e DATA SHEET .4rned by LG Gro.V.1 rxheepererce n sempmndlztor,120.ch.,.and nasal.Wuury.We•ucceslulyrh...Mann scrip...,.nesln2010,wNNverte.Fort..2earroiesln wm..4-Imsatwn the Wowing 2 years theme.,In 2013,Ne0N1M(prev� ylnwm es mono X.Ne0N183015 Ne0N2 a.e's CELLO teem°l,won-Intersolar Awnre,,whkn proved LG is Ole lender orimm.anal In Ne 01......7., mduury PV-5.1 SIMPLY SOLAR LLC. • 1715 W 130TH SUITE D GARDENA,CA Enphase IQ 6 and IQ 6+Microinverters 90249 Data Sheet Enphase Microinverters 1-844-SUN-EASY INPUT DATA(DC) 198-60-2-US/106-60-5-US IQ6PLIIS-72-2-US/IQ6PLUS-72-5_US__ C5L8#990055 Commonly used module pairings' 195 W•330Wa 235W-400W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules CL.C46 Maximum input DC voltage 48 V 62 V Peak power tracking voltage 27V-37 V 27 V•458 Operating range 16 V-48 V 16V-62V The high-powered smart grid-ready Min/Max Start voltage 22 V/48 V 22V/62V Enphase Enphase IQ 6 Micro'and Enphase IQ 6+Micro' Max DC short circuit current(module Ire) 15A 156 It II IQ 6 and IQ 6+ dramatically simplify the installation process while 0ervoitege class DC poll DC port buckfeed under single fault OA OA achieving the highest efficiency for module-level PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; Microinverters tern power electronics. AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 6 Mlcrolnvertor IQ 6a Mier°Inverter Part of the Enphase IQ System,the IQ 6 and Peak output power 240 VA 290 VA IQ 6+Micro integrate seamlessly with the Enphase Maximum continuous output power 230 VA 280 VA IQ Envoy'",Enphase QAggregator,Enphase lQ Nominal(L-LI voltage/range' 240 V/211-264V 20BV/183229V 240 V/211-264V 200V/183-229V Maximum continuous output current 0.96A 1.71 A 117 A 1.35A Battery',and the Enphase Enlighten'monitoring Nominal frequency 60 Hz 60 Hz and analysis software. Extended frequency range 47-68 Hz 47-68 Ha Power factor at rated power 1.0 1.0 0 The IQ 6 and IQ 6+Micro extend the reliability Maximum units per 20 A(L-L)branch circuit 16(240 VAC) 13(240 VAC) Q standards set forth by previous generations and 14(208 VAC) 11(208 VAC) = undergo over a million hours of power-on testing, Overvoltnne class AC port III Ill V) AC port bockfeed under single fault 0 A 0 Ar•-•enabling Enphase to provide an industry-leading .Power tactor(adjustable) 0.7 leading...0.7 legging 17 leading...0.7lagging w O warranty of up to 25 years. EFFICIENCY 5240 V @208 V @240 V @209 V Q > ‘-. CEC weighted efficiency 97.0% 97.0%` 97.0% 97.0% >i- Q cit rT' MECHANICAL DATA Q Q K TAmbient tem eraiure range -40°C to 065°C Easy to Install p Z c .(J cr Relative humidity range 4%to 100%(condensing) .,-,- Z C c •Lightweight and pimple Connector type MC4(-2-0S)or Amphenal H4 UTX 1.5-U5) Z X 0 Q f. ( •Faster installation with Improved two wire cabling Dimensions(WxHxD) 219 rem x 797 mm x 379 mm(without bracket) ^. I.•� y777\ • •Built-in rapid shutdown compliant(NEC 201482017) Weight 1.5 kg(3.3lbs) Q Z5. 0 e- '•1 Cooling Natural convection-No fens d• U r\ Approved for wet locations nes > ,--1 CC Productive and Reliablerf) Pollution degree PD3 •Optimized for high powered 60-cell and Enclosure Class II double-insulated 72-ce0 modules Environmental category/UV exposure rating Outdoor-NEMA 250,type 6(IP67) Z •More than a million hours of testing FEATURES •Class II double-Insulated enclosure Communlwtlon Power line •UL listed Monitoring Enlighten Manager and MyEnligirten monitoring options .-' Compatible with Enphase 10 Envoy Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break , - Smart Grid Ready dlscannectrequbedbyNEc69o. DESIGN DETAILS Compliance CA Rule 21(01 1741-SA) •Complies with fixed power factor,voltage and - UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B,ICES-0003 Class B, frequency ride-through requirements CAN/CSA-C22.2 NO.107.1-01 •RemotelyupdalesloreslwndtochenglnB This product is UL Listed erFVRapid Shut Down Equipment and conforms with NEC2014and ARCADIA NEC2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems.for AC • grid requirements and DC conductors,when Installed according manufacturer's Instructions. 9,45 KWDC •Configurable for varying grid profiles •Meets CA Rule 21(UL 1741-SA) 1.No enforced DC/AC ratio.See the compatibility calculator at enphasrSomreSS/Suppsrl/madula-compatlbiiily. 5/25/2018 (20 2.Nominal voltage range can be extended beyond nominal a required by the utility. •lho IQ 6.Micro 1s required to support 7210 modules To learn more about Enphase offerings,visit enphase.com 910020 ' ENPHASE. 20 2017 017 09 Energy.All rights reserved At trademarks or byrda used are tie property of Enphaoe Eneyy.Inc. ENPHASE- Sheol Nemo: 1 To learn more about Enphase offerings,visit enphase.com v 20170911 v DATA SHEET PV-5.2 • . SIMPLY SOLAR LLC. 1715 W 130TH _ - - -- - . ---- - - - - _ -- SUITE D GARDENA,CA - ._. . _ ._ .. _ _ 90249 if SMlloWn MmaewNa.s°amh 6ltt- u' ^sr,gmouraa , SnapNrack$tarsawLock Washer 1-844-SUN-EASY vda SERIES 100 Amp Too Xmwwp �.1, sa pN,e k rWino "- s +eek CSLB#990055 CLC46 Ckmp Bottom M 2 Nd 'S I rdw aw,N a Bspw Charnel Nut AW iWoEBCp ` pW k Bonding ` SS::N"::::dMg Wh ROOF MOUNT SYSTEM Mid CI mp Standard rd R B Splice Sun NW, GawdLg 10.6 AWG SnapNrack Solar Mounting Solutions r T . 0@ ` ArascskeGm r (ONE REWIRED rboEuRndRLOuWg OF_• - MODULES) n . - - • _! Y Bon6M UnNersal (......": v=a Clam MC)Wave / UECpu95trais 0'T,a - - _ • -•`' • uStainless.. er eewpeap Bat�� c The SnapNrack line of solar mounting • ,x,L _ �_. . Y. �,5,a "mR at w " SnapNrack BorWklg —� solutions is designed to reduce total urd....mersdaasnp ad l installation costs.The system's technical ,,,,,; .1 '"a,;,,;,, PO /a 0 ,l - _ i s�cuamcr L i/ innovations have been proven to drive A Q mbiv down costs and improve installation ._-.__-„-==:_-_,, y _ SriaONrack Serrated Stainless eNreck SnariNs cLltBendine N quality on more than 350 MW of solar R R ain av, Stool Range Not 91 cC400 •st=,nas, Serrated Stainless `� }q • Fango Nut w 0 installations. — srdcFrav Stec!Range Bolt ( sz odor=Wads V seMat as z > 0 Pitched Roof Arrays Simplified `, Mill tandoff :gi J `F°°` } < a) rr The SnapNrack Series 100 UL Roof Mount System '�"''r �x'Tc- ack �sC-{'' All SnapNreck Z Ix is an efficient,visually appealing,photovoltaic(PV) •. '& Ns' ,'N n �f' LFoot�� Z (7 'Q 'Q �TStasiir •:..-,•#x, .d.— BasSii-NnOWdel y 6 , SnapNrack snapNmek Q Z 2 V c module installation system.Series 100 UL is Listed /-(I/ wpNm L coos Moteldoor Baso 6hown) / Mi F:rs Z._l'/ Resting Base Assembly Z X C Q N to the UL Standard 2703 for Bonding,meaning that •� L Foot Bas. „-./ all system components have been Certified by UL for Roof System in 4 Simple Steps: �snapNracC Banding seapNrack Bonding —SnepNradk Metal._. Q z Q cc electrical continuity,eliminating the need for additional - • standoff Assembly L Foot Baso WOO Flashing Root mlBjy LFoo`t 5 Q n 1)Go to the online Series 100 Configuration . _ _ V grounding hardware.The System's components provide • Tool(confi uresnapnrack.com)and select FNw,ivm_dNy. > et an adequate bonding path which has eliminated the g • - - SnapNfaCk Series100-UL.T0Chr11Cdl.Data "Yes'for UL 2703 Listed Materials •6000 Series aluminum C9 'Q need for grounding lugs and washers at each module, and bonding jumpers between splices.The UL 2703 2)Identify Site Conditions(Array Tilt.Building •Stainless steel Z Listing ensures that SnapNrack partners can provide Height.Roof Type.Wind and Snow Loads) •Galvanized Steel and Aluminum Flashing 'Q the best In class installations In quality,safety,and 3)Build array in the online Configuration Material Finish •Clear and black anodized aluminum efficiency. Tool and automatically generate a Bill of •Mill Finish on select components Materials. Installation '•Quick and efficient mounting •All bonding hardware is fully integrated into the •Adjustable hardware to ensure clean and level finish components . 4)Place order with your distributor.Purchase DESIGN DETAILS material for a single project or order in bulk •All components bonded to ground with integrated bonding features •No grounding lugs required for modules for additional savings Calcs.&Certifications •Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification •Rail splices bond rats together,no rail Jumpers •Class A Fire Rating Type land Type 2 Modules ARCADIA required _•Stamped Structural Engineering Reports for all SO States Grounding •SnapNrack Grounding Lug(One Lug per individual row of modules) 9.45 KW DC •Proprietary SnapNrack grounding lug snaps in the rail channel,no drilling of rail or reaching for other tools Warranty •10 Year material and worksmanship(download full details at snapnrackcom) 5/25/2018 required(One Lug per individual row of modules) •Class A Fire Rating Type 1 and 2 modules 0 LISTED SnapN rack- 910020 PV Mounting System Solar Mounting Solutions Sheet Name, 1 Patent Pending 2703 (877)732-2860 www.SnapNrack.com DATA SHEET O Riff eda freed. sed in d 2016 by SrooNrack e Mounting System.soy wsorved • PV-5.4 i i VINCI A ASSOCIATES O rucluraI(Jn ineers STRUCTURAL CALCULATIONS FOR PHOTO VO ARRAY .. . Wang Reside- e 51:.4-:Norrman . e • Ng NDArca,�Ia . ',.'• ' • , + 07 �� � c;c 5 vCV�irt�►e . -. l�illl'11 �v� /N�ti11�lra 1 ��`;e10 sro v 9 i a 7►�� �� t 5 ill j i�'; - ° lc tip�citiic�i lull , � t u11)1�ii�ti iii,�u;d il�c ch1P1'11 oh It.,�ti � ���. ��hcltIN VVOr U1.dl� �'I of���, pro`itiiui►� �E A` si CLIE T: ply Solar JOB NO: •9-3457 175 E.WILRUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 p 805.496.2100 • e solar@VinciSE.com DATE. 6/1/2018 VINCI & ASSOCIATES SHEET; 1 PROJECT. Wang Residence &ruclnral Cngineers JOB NO. 15-3457 514 Norman Ave 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91380 ENGR.: JRV Arcadia;CA 91007 p 505.496 2100 • e solar©VinciSE com CLIENT: Simply Solar DESIGN DATA: f d ROOF DESIGN LOAD: ROOFING ( Composition Shingle) = 5 psf SHEATHING = 2 ROOF RAFTERS/TRUSS = 2 MISCELLANEOUS = 1 ROOF RAFTER/TRUSS DESIGN DEAD LOAD = 10.0 psf CEILING & INSULATION = 3.25 MISCELLANEOUS = 1.25 DESIGN DEAD LOAD = 14.5 psf DESIGN LIVE LOAD = 20 psf DESIGN SNOW LOAD = 0 psf WIND DESIGN CRITERIA: BASIC WIND SPEED = 110 mph WIND EXPOSURE = C NUMBER OF STORIES = 2 SOLAR MODULE Solar Module Width: = 40 in Solar Module Length: = 66.93 in Solar Module Area = 18.59 ft2 Solar Module Dead Load = 2.4 psf Number of PV Modules = 27 Number of PV Mounts to Roof = 42 Maximum Spacing of Mounts = 6 ft o.c. Tributary Area to Mounts 18.59 ft2 x( 27 / 42 ) = 11.95 ft2 (Average) ( 6 ft oc x 66.93 in / 12"/ft)/2 = 16.73 ft2 (Worst Case) Solar Module Vertical Support Point Load: 16.73 ft2 x 2.40 psf = 40.2 lbs TOTAL AREA OF ADDED SOLAR PANELS ( 3.33 ft x 5.58 ft ) X ( 27 Modules ) = 502.0 ft2 S r DATE 6/112018 VINCI & ASSOCIATES SHEET 2 PROJECT. Wang Residence 6 rucbira/ Cingrnec'rs JOB NO.. 18-3457 514 Norman Ave 175 E.WILBUR ROAD.STE 103 •THOUSAND OAKS,CA 91360 ENGR. JRV Arcadia, CA 91007 p 605.496 2100 - e solar®VinciSE.cam CLIENT Simply Solar DESIGN CONNECTION TO ROOF TO RESIST WIND UPLIFT REFER TO NEXT SHEET FOR SOLAR MODULE UPLIFT FORCE CALCULATIONS SOLAR RAIL ZONEil UPLIFT e. 0 6 2 4 s mimim' lmmiximai jam L-BRACKET Design Force=( Uplift x(0.6)) -.6(2.4psf) - FAST JACK Net Uplift = 13.9 psf Y E-CURB pp �m� EPDM/MI SEALANT 1.56 Connections per Module (MIN) ROOFING I 27 Modules, 42 Connections WATER PROOFING MATERIAL Max Trib Area = 16.73 ft2 ROOF SHEATHING UPLIFT/CONN. = 16.7 ft` x 13.9 psf i• ZINC LAG BOLT = 232.8 lbs/conn MIN 2.5' RAFTER EMBEDMENT PER 2015 NDS (TABLE 12.2A) FALLOW= 258 lbs/in x CD x C1 for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST FALLOW= 2.00 " x 413 lb/in = 825.6 lbs > 233 lbs Therefore O.K. FACTOR OF SAFETY: F.O.S. = 3.55 > 1.5 Therefore O.K. ZONES , psf -0.6(2.4 psf) ° ` U',LIFT psf 6(2.4psf) Design Force=(Uplift x(0.6)) -0.6(2.4 psf) Design Force =( Uplift x(0.6)) -.6(2.4psf) Net Uplift= 16.8 psf Net Uplift= 16.8 psf 1.56 Connections per Module (MIN) 1.56 Connections per Module (MIN) 27 Modules, 42 Connections 27 Modules, 42 Connections Max Trib Area = 16.73 ft2 Max Trib Area = 16.73 ft2 UPLIFT/CONN. = 16.7 ft2 x 16.8 psf UPLIFT/CONN. = 16.7 ft2 x 16.8 psf = 280.4 lbs/conn = 280.4 lbs/conn PER 2015 NDS (TABLE 12.2A) PER 2015 NDS (TABLE 12.2A) FALLOW= 258 lbs/in x CD x Ct FALLOW= 258 lbs/in x CD x Ct for(1) 5/16" lag bolt for(1) 5/16" lag bolt WITH 2.00" PENETRATION INTO JOIST WITH 2.00" PENETRATION INTO JOIST FALLOW= 2.00" x 412.8 lb/in FALLOW= 2.00" x 413 lb/in = 825.6 lbs > 280 lbs = 825.6 lbs > 280 lbs Therefore O.K. Therefore O.K. FACTOR OF SAFETY: FACTOR OF SAFETY: F.O.S. = 2.94 > 1.5 F.O.S.= 2.94 > 1.5 Therefore O.K. Therefore O.K. PROJECT: Mang`,Residence _-------. - _---_.- PAGE: '3_ - CLIENT: i514 Norman'Ave, d)a;q 910Q7_..., DESIGN BY: JRV/5k JOB NO.: 115:3457 I DATE: :06/01118 REVIEW BY: ; . Wind•Analysis'for,Low-rlse Building,Based on ASCE 7-2010 I '. 2018 CBG. .• INPUT DATA • Exposure category E-:-.07-11 us.C or 0,ASCE 7.1026 7.3) 4 Importance factor(ASCE 7-10 Table 1.5-2) 1,,,= 1.00 for all Category Basic wind speed(ASCE 7-10 26.5.1 or 2012 IBC) V= 1167 mph Topographic factor(ASCE 7.1 o 28 0 s Table 26.0.1) K„ = 1 I Flat .c` Building height to eave hd = 19 1 ft f Building height to ridge hr = 21 1 ft Building length L = t0 I ft B Building width B = 80t ft Effective area of components(or Solar Panel area) A = 501 975 j ft2 DESIGN SUMMARY • Max horizontal force normal to building length,L,face - 16.80 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 27.75 kips Max total horizontal torslenal load = 288.31 ft-kips Max total upward force = 72.42 kips ANALYSIS Velocity pressure qh=0.00256 Kb Kr Ke V2 - 23.70 psf where: qh=velocity pressure at mean roof height,h.(Eq.28 3.1 page 298&Eq.30 3.1 page 316) Kb=velocity pressure exposure coefficient evaluated at height,h.(Tob 2e 3.1,.g 2994 = 0.90 Kd=wind directionality factor.(Tab.28 6-1,for building,page 250) = , 0.85 h=mean roof height - 20.00 ft <80 ft,/Satisfactory] (ASCE 7-10 26 2,1) <Min(L,B),/Satisfactory) (ASCE 7-10 26.2.2) Design pressures for MWFRS p=qhI(GCPr)-(GCei)1 where: p=pressure in appropriate zone.(Eq.28.4-1,page 298) pr;,,= 18 psf(ASCE 7-10 28.4.4) G Cor=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G Cp,=product of gust effect factor and internal pressure coeffcient.(Tab.26.11-1.Enclosed Building,page 258) = 0.18`._ or _-0.18,.. a=width of edge strips,Fig 28.4.1,note 9,page 301, MAX[MIN(0 1B,01 L.0.4h),MIN(0.048.0 04L).3) = 5.00 tt Net Pressures(psf),Basic Load Cases Net Pressures(psf).Torsional Load Cases Roof angle 0 = 2 88 Roof angle 0 = 0 00 Roof angle 0 = 2.86 Surface / Net Pressure with Net Pressure with Surface Not Pressure w:ih _ _ GCip- (+GC61) (-GC,, G0p° -(+GCp,) (-GC,,) GCp, (+GCpI) (-GC,,) 1 0 40 5.21 13 74 -0.45 -14.93 -6.40 1T 0.40 1.30 3 44 2 -0.69 -20.62 -12.09 -0.69 -20.62 -12.09 2T -0.69 -5.15 -3 02 3 -0.37 -13.03 -4.50 -0.37 -13.03 -4 50 3T -0.37 -3 26 -1.13 4 -0.29 -11.14 -2.61 -0.45 -14.93 -6.40 4T -0.29 -2.78 -0.65 5 0 40 5.21 13,74 Roo an le 0 = 0.00 6 -0.29 -11.14 -2 61 SurfaceG C� Nat Pressure with 1E 081 1019 1872 -0.48 -15,64 -7,11 (+GCpI) (-GC,,) 2E -1.07 -29,62 -21.09 -1.07 -29,62 -21,09 ST 040 130 3.44 3E -0 53 -16.82 .8,29 -0.53 ' -16.82 -8 29 6T -0.29 -2.78 -0.65 4E -0.43 -14.45 -5.92 -0.48 ' -15,64 -711 5E 0 61 10.19 18,72 86 -0.43 -14.45 -5 92 sr 2C Y] ST ST 3E .0 21 2 61 • N ams - ..racer- ° ��..�4 IE g 4-.,,....0 R' ° °+� -y„rw, �E eg14 ®4`//�'•� i O:Pt eE` W/� i' a/ iii OW/ ✓i. �. kVO1p1GE Won / 1E SMOKE=ER WI s RIM CORM it pretext COlalpt1 IE „ �Ie100RU M41% M?e ' SW aR•ncx he O3LM= 2° VW OeRL1g11 Load Case A(Transverse) Load Case B(Longitudinal) Load Case A(Transverse) Load Case B(Longitudinal) Basic Load Cases Torsional Load Cases • `( Basic Load Case A Transverse Direction) Basic Load Case B Longitudinal Direction) Area Pressure(k)with Area Pressurelk)with Surface (it) (+GCP t) (-GC„I) surface (ft) (+GCp,) (-GCp 1) 1 760 3.96 10.45 2 1602 -33.03 -19 36 2 1602 -33.03 -19.36 3 1602 -20.88 -7 21 3 1602 -20.88 -7.21 5 1409 7:34 19 36 4 760 -8.46 -1.98 6 1409 -15,69 -3 67 1E 190 1.94 3.56 2E 400 -11.86 -8.45 2E 400 -11.86 -8.45 3E 400 -6,74 -3 32 3E 400 -6.74 -3.32 5E 191 1.95 3 58 4E 190 -2.75 -1.13 6E 191 -276 -1 13 E Horiz. 16.25 16 25 E Horiz. 27.75 27 75 Vert. -72.42 -38.29 Vert. -54.65 -2410 Min wind Hartz. 16.80 1680 Ain wind Hartz. 25 60 25 60 28.4.4 Vert. -64.00 -64.00 28.4.4 Vert. -64.00 -64 00 Torsional Load Case A(Transverse Direction) Torsional Load Case B(Longitudinal Direction) Area Premium,(k)with Torsion(ft.k) Area Pressure)k)with Torsion(ft.k) Surface (ft') (+GCP,) (-GCp,) (+GCPI) (-GCP,) Surface (e=) (+GCa,) (•GCP 1) (+GCp,) (-GCp i) 1 285 1.49 3.92 15 39 2 1602 -33 03 -19.36 -4 -2 2 601 -12.39 -7.26 -6 .4 3 1602 -20 88 -7.21 3 1 3 601 -7.83 -2.70 4 1 5 609 3,17 8.37 55 144 4 285 -3.17 -0.74 32 7 6 609 -6.78 -159 117 27 1E 190 1.94 3 56 39 71 2E 400 -11 86 -8,45 13 9 2E 400 -11.86 -8.45 -12 -8 3E 400 -6 74 -3 32 -8 -4 , 3E 400 -6.74 -3.32 7 3 5E 191 1.95 3.58 73 134 4E 190 -2.75 -1.13 55 23 GE 191 -276 -113 104 42 1T 475 0.62 1.63 -8 -20 5T 800 1.04 2,75 -21 -54 2T 1001 -5.16 -3.03 3 2 6T 800 -2 23 -0 52 -44 -10 3T 1001 -3.26 -1.13 -2 -1 Total Horiz.Torsional Load,MT 288.3 288 3 4T 475 -1.32 -0.31 -17 -4 Total Horiz.Torsional Load,MT 110 ) 110 Deslan pressures for components and cladding a),-a__a ti a A.aha a ra • V.p=qh((G CD)'(G Cop y QiC��i� i i i where: p=pressure on component(Eq.30.4-1,pg 318) 5_"k� 2 2 =t-4.•.1-.12 pmn= 16.00 psf(ASCE 7-10 30.2.2) ' '10 . i A I A'LI AIii A G Cp=external pressure coefficient Walls '!-'-r-'' 3:'*I' 111s see table below.(ASCE 7-10 30.4.2) Roof a•+• Roof ..T. Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 6 Area(If) GC, -GC, GC, , -GCS GC, -CC, GC, -GC, GC, _ •GC, Comp. 501.975 0.20 -0.90 0.20_ -1.10 0.20 -1.10 0.63 -0.72 0.63 -0.72 (Walls reduced 10%,Fig.6-11A note 5.) Comp.i Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 6 Pressure Posits* Naaatlya rashl.a , pagan.' , Pashto* eaaaeya Peskin Negative Peaklya Hons./ism (pal) 16.00 -25.59 16.00 -30.33 16.00 •30.33 19.19 -21.33 19.19 -2t33 Note: If the effective area Is roof Solar Panel area,the on;y zone 1,2.or 3 apply. 5. DATE: 6/1/2018 VINCI A ASSOCIATES SHEET: 5 PROJECT: Wang Residence cS/rualura/Cngineers JOB NO 18-3457 514 Norman Ave 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS.CA 91360 ENGR.: JRV Arcadia,CA 91007 p 805.496,2100 • e sder®VIndSE corn CLIENT: Simply Solar LATERAL FORCES: (Base Shear Calculations - 2016 CBC) SEISMIC: Site Class: D (Use D if unknown) S1= 0.827 (USGS Software) Ss= • 2.23 (USGS Software) Fv= 1.5 (Table 1613.3.3(2)) Fa= 1.0 (Table 1613.3.3(1)) I= 1.0 (Table 11.5-1 ASCE 7-10) R= 6.5 (Table 12.2-1 ASCE 7-10) SMS= Fa*Ss= 2.228 (Eq. 16-37) Sas= 2/3*SMS= 1.49 (Eq. 16-39) %M1= Fv*S1= 1.241 (Eq. 16-38) SD1 = 2/3*SM1 = 0.83 (Eq. 16-40) TL= 8 s (Figure 22-12 ASCE 7-10) T= Ci*(hn)x = 0.112 s (Eq. 12.8-7) CI= 0.02 (Table 12.8-2 ASCE 7-10) hn= 10.0 ft x= 0.75 (Table 12.8-2 ASCE 7-10) **GOVERNS** VMIN = (SDs)I( R/l) = 0.23 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IFTsTL USE: V = (Sm)/T*( R/I ) = 1.13 W (Eq. 12.8-3 ASCE 7-10) IF T>TL USE: V = (SD1)*(TL)I T2*( R/I ) = 80.47 W (Eq. 12.8-4 ASCE 7-10) SHALL NOT BE LESS THAN: V = 0.01 W (Eq. 12.8-5 ASCE 7-10) 6/1/2018 Design Maps Summary Report 6 zusGs Design Maps Summary Report User—Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 34.12046°N, 118.05005°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III ; � `` r l i '- ..y). , `,„qln x x -. It- ,:i ..,.-.-:,-,.:1 ( . . -4� ' ''', 'Altadegp % ` F_ ,' , urba k 'r , r 1 '. I .f, ;d4.. '' 1S4KaiM4 +p.'-' • ' • .A.* .. "riii ' +si city % ':*°,-------'''' ~ Dasa 'iu Arckdr� ; - tune sa �Giendora x 1 .4,x . F'4,'„4, �. � -!:,)'1. (1 � I 1; lfl, if �'�' '''',-",L RA _..,.: .1 C ,. . keio,pacad - =Salt Muir!. b3 __ 2toi _..., i i Temple 44 _ _ '� ,..540 Di ` ' f". -t Alhatnb .15an 0 bnel '' . _ GnvinA;.` •', �Iid • `to + Ro_S@mQ4i 'ilNon kPort fS` " d� � gi, p .,, ' �sidwm Park . e ,- - 1,,,,_-:-:-..--1-=,-::, _ =11 MQntex,° • `"WestCovina =. -.74 1lsfnr�E ;t. r - TVlontterey Park s-:41,/,;!;- ,). ,;. i .1 �.A,,,....-..- a1� 1 #d ,f SW 41 F1�0 d _ -6-''''8;,:, i f� '- t.5RD es Ir tli, s --i.--„,-'-'-', rf ell y;7- 0 £', i `-:47,-,:.,;.T. 11 t ^Yw -r=-.- � Iii 4,-1,6,_'M W - . . L, r 7.. I; ,-..-:::,2,1.__]---„,-.t: L' w_ itstLos . ;. . ' ,_ .,,-i-V_ 1i".`v..''',2::It plrAMr1D,.. _ .f USGS—Provided Output Ss= 2.228 g sem = 2.228 g Son = 1.486 g Si = 0.827 g S11 = 1.241 g Sin = 0.827 g For information on how the SS and S1 values above have been calculated from probabilistic(risk-targeted)and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCElg Response Spectrum Design Response Spectrum 11.9 2141 1 s, an U:1 l i4 1.1 161 ills l It, ,1 LII,1• I IRu, 1,111 Ie/,. u.1S um 11,1I Ili nri 11111 11111 11111 ,1 3, u.L, uV,, 1,A. lits I.31 I.IU II*. IN, :QP 111.1 1121 .1.111 1i/11 1113I 111! 13, 1.0 IIA IN, i 111 Pcrind.T lux) Period.T lei) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. httpsJ/prod02-earthquake.cr usgs.gov/de.signmaps/usisummary.php?template=minimaliilalitude=34.120455477350305Mongitude—118.0500531391886581sitecte: DATE 6/1/2018 VINCI & ASSOCIATES SHEET: 7 PROJECT: Wang Residence 6 ruchtru/Cngineera JOB NO.: 18-3457 514 Norman Ave 175 E.WI.9UR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENGR.: JRV Arcadia, CA 91007 p 605,496.2100 • e solar®VincISE.com CLIENT: Simply Solar LATERAL FORCES 2016 CBC: TWO STORY STRUCTURE F1 :1 /- hr= 5.0 ft -SEISMIC BASE SHEAR: V= 0.229 W (SEE PREVIOUS) F2 )11-h2= 9.0 ft h2= 10.0 ft F1': ROOF = 15 PSF F2': FLOOR = 15 PSF WALLS = 7 TRIB 2ND FLR WALLS = 7 21.5 TRIB 1ST FLR WALLS = 7 x 0.229 29 4.91 PSF x 0.229 • 6.63 PSF F1 = F2 (F1' x h1) = 6.75 psf (F1' x h1) + (F2' x h2) F2= F1' + F2' = 11.54 psf WIND LOADS: � PG= A k:1 lw P330 (Eq. 28.6-1) ,e A= 1.21 Ps3oA= 19.20 psf p,a 23.27 psf I,. 1.00 ps3o6= -10.00 psf Ps8 -12.12 psf k t. 1.00 Ps3oc= 12.70 psf • psc 15.39 psf Paw= -5.90 psf PSD -7.15 psf TOTAL F1uLT: = (5 ft+ 9 ft/2)x(23.2704 psf+12.12 psf = 336.2088 plf » 336 plf Fl ASO: = 336.21 plf x 0.6 = 201.7253 plf » 202 plf F2uLr: = ( 9 ft/2+ 10 ft/2 )x (23.2704 psf+12.12 = 336.2088 plf » 672 plf F2ASD: = 336.21 plf x 0.6 = 201.7253 plf » 403 plf DATE: 6/1/2018 VINCI & ASSOCIATES SHEET: 8 PROJECT: Wang Residence cs/ruc/ural&zgineers JOB NO: 18-3457 514 Norman Ave 175 E.WILBUR ROAD.STE 103 •THOUSAND OAKS,CA 91360 ENGR.• JRV Arcadia, CA 91007 p 805 496 2100 • e solar®VinciSE.com CLIENT; Simply Solar CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD rrwry i yr HOME Fla { f I I I PKrA Ivziw..1_ ///._. PH NJILv' // L \\N__ TOTAL ROOF AREA: ( 50.0 ft x 80.0 ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) = 4000 ft2 EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) 4000 ft2 x 6.75 psf = 26995.3 lbs AREA OF ADDED SOLAR PANELS ( 5.58 ft x 3.33 ft ) X ( 27 PANELS ) = 502.0 ft2 WEIGHT OF PANELS: 2.4 psf ADDED SEISMIC LOAD: 2.4 psf x 502.0 ft2 x 0.23 = 275.3 lbs % INCREASE = 275.3 = 1.0% < 10% 26995.26472 Therefore O.K. DATE' 6/1/2018 VINCI & ASSOCIATES SHEET. 9 PROJECT: Wang Residence 6 rucluraf£ngineers JOB NO.: 18-3457 514 Norman Ave 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91380 ENGR.: JRV Arcadia, CA 91007 p 805.498.2100 • e solartVincSE corn CLIENT`: Simply Solar CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD 1 rnviv I yr HOME ..- r-, \i FL. I da I I 1/T 7 "Y,"" I `-_, ----,pn i 1 - //`(2 I - I fAVi r i L I &Aw /,. /, ice r%/: /'`/%/ N . TOTAL ROOF AREA: ( 50.0 ft x 80.0 ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) + ( 0.0 ft x 0.0 ft ) = 4000 ft2 EXISTING ESTIMATED GRAVITY LOAD 4000 ft2 x 14.50 psf = 58000 lbs AREA OF ADDED SOLAR PANELS ( 5.58 ft x 3.33 ft ) X ( 27 PANELS ) = • 502.0 ft2 WEIGHT OF PANELS: 2.4 psf ADDED GRAVITY LOAD: 2.4 psf x- , 502.0 ft2 x 1 = 1204.7 lbs % INCREASE = 1204.7 = 2.1% < 5% 58000 Therefore O.K. DATE: - 6/1/2018 VINCI & ASSOCIATES SHEET: 10 PROJECT: Wang Residence cslrac/ara/Cngineers JOB NO.. 18-3457 514 Norman Ave 175 E.WILBUR ROAD,STE 103 •THOUSAND OAKS,CA 91360 ENGR. SRV Arcadia, CA 91007 p 805.496.2100 • 1805.496.2442 • e vinciVVlncISE.com CLIENT. Simply Solar CHECK OF EXISTING ROOF STRUCTURE Existing Roof Dead Load 14.5 psf Existing Roof Live Load: 20 psf reducable PV Array Dead Load 2.4 psf Per 2016 California Building Code Section 1607.12.5.1 when a PV array is installed less than 24"above the surface of the roof surface, the live load can be ignored below the PV array. Therefore-if the 20 psf(12psf min when reduced)is eliminated below the proposed PV Arrays, the roof is more than capable of supporting the additional 2.40 psf dead load due to the proposed array. Therefore, by observation, the existing roof structure is sufficient. I ? i WoodWorks® Check Top Chord on Existing Truss June 1,2018 12:43 . 11A Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Roof DL Dead Full Area No 10.00(24.0") psf Roof LL Roof constr. Full Area Yes 20.00(24.0") psf PV1 Dead Point No 2.02 40 lbs PV2 Dead Point No 6.02 40 lbs • PV3 Dead Point No 7.52 40 lbs PV4 Dead Point No 11.52 40 lbs PV5 Dead Point No 12.52 40 lbs PV6 Dead Point No 16.52 40 lbs Self-weight Dead Full UDL I No 1.2 ,plf Maximum Reactions(lbs)and Bearing Lengths(in) : I 20.052' 0' 6.67' 13.34' 20.01' Unfactored: Dead 81 263 255 68 Roof Live 121 320 320 121 Factored: Total 202 583 575 188 Bearing: Length 0.50* 0.50* 0.50* 0.50* Min req'd 0.50* 0.50* 0.49** 0.50* 'Minimum bearing length setting used:1/2"for end supports and 1/2"for interior supports "Minimum bearing length governed by the required width of the supporting member. Lumber-soft,D.Fir-L,No.2,2x4(1-1/2"x3-1/2") Supports:All-Timber-soft Beam,D.Fir-L No.2 Roof joist spaced at 24.0"c/c;Total length:20.05';Clear span:8.628',6.628',6.628';volume=0.7 cu.ft. Lateral support:top=full,bottom=at all supports;Repetitive factor applied where permitted(refer to online help); Analysis vs.Allowable Stress and Deflection using NCS 2016: Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 82 Fv' 9 225 psi fv/Fv' = 0.36 Bending(+) fb - 1139 Fb' a 1941 psi fb/Fb' = 0.59 Bending(-) fb - 1406 Fb' m 1808 psi fb/Fb' = 0.78 Live Defl'n 0.16 = L/506 0.33 .. L/240 in 0.47 Total Defl'n 0.28 ,- L/283 0.44 a L/180 in 0.64 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2015),the National Design Specification(NDS 2015),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.