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HomeMy WebLinkAbout109 Wilson Bay Ct 18-3905; SOLAR PANELSSEP 13 2918 ' CITY OF � ! PERMIT A.PPLICA.TION BUILDING DIVISION Application No: H9%5905 U� Documented Construction Value: $ 33,879.00 15J0 109 WILSON BAY CT SANFORD, FL 32771 Historic District: Yes❑ No[]re Job Address: 22-19-30-503-0000-2470 Residential ® Commercial Parcel ❑ Type of Work: New KAdditionEl Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: INSTALLATION OF GRID -TIED PHOTOVOLTAIC SYSTEM Plan Review Contact Person: MONICA CARMONA Phone: 561-701-5655 Fax - 407 -502-7055 Title: OPERATIONS MANAGER Email: monica carmona windmarhome.com Property Owner Information Name ADAM KAPUSIN Phone: (614) 374-7518 Street: 109 WILSON BAY CT Resident of property? : YES City, State Zip. SANFORD, FL 32771 Contractor Information Name Big Orange Solar LLC I MATTHEW HERRIFORD Phone: 954-789-9092 Street: 8026 SW 21 COURT Fax: 407-502-7055 City, State Zip: DAVIE, FL 33324 State License No.: CVC57040 Architect/Engineer Information Name: Manuel Siques, P.E. Street: 8331 SW 12th Terrace City, St, Zip: Miami FL 33144 Bonding Company: Address: Phone: 305-586-4776 Fax: E-mail: jbsolarenergy@gmail.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER'T'Y. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THF, JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do Lhe work and installations as indicated. i certify that no work or installation has commenced Prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, Pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Index: COVER E-1: ELECTRIC S-1: STRUCTU S-2: STRUCTU Aerial View: Plan View: RECORD COPY Ep 13 2018 A PERMIT ISSUESNA LICENSE TO PROC E -I AUTHORITY TO C ASIDE ANY OF TI �• CODES, NOR SHA, THE BUILDIN OFFI REQUIRING A CO REV r0NSTRUCTIO OR #18-3905 ��ILp�tic 0RD REVISIONS: -F I` i co m 0� E J O LL W > Q }; O O UO N O O U) a_ I E COMP E TIN -ER NN DI SIGN coN51RUED 10 Lit A HE WORK NCEL, ALTER OR SET SNS OF THE TECH OF A PELP ROM T ' , 10 E (� N N (/ ()pO c' a) J�� ����U L.- c/) �,> `n U N �_ > C) C m 00 '-T J J a w M N O 04 LLI W o F- }~V aWV� Cbz mti>tW =) L) S LL C'100 -JF- co -w0 �w�c')�^ F- W WNchoF-aZ Jz`-J�=2W LL 2 W � O - _j LU ZLuLL�� UJ Q co _ FX W LL V O J LL DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: CA SYSTEM DESCRIPTION • GRID -TIED PHOTOVOLTAIC SYSTEM • (32) ENPHASE IQ 6 MiCRO-INVERI"E-R • (32) QCELL 305W MODULES • SYSTEM • (32) PHOTG VOLTAIC MODULES ARE CONNECTED INTO (3 2) MICRO -INVERTER • (32) MICRO -INVERTER CONNECT INTO (3) CIRCUIT OF (I0& 1 i) MODULES & MiCRO-INVERTER WHICH FEED (3) 2-P 240V 20A CIRCUIT BREAKERS • TOTAL PHOTOVOLTAIC SYSTEM STC RATED DC ENERGY POWER PRODUCTION OF 9,760 WATTS • INVERTER HAS MAXIMUM POWER POINT TRACKING (MPPT) • INVERTER MEETS REQUIREMENTS OF 3-P POWER • INVERTER MEETS IEEE 1547 • INVERTER MEETS U11741 • ALL ELECTRICAL EQUIPMENT INSTALLED ARE UL LISTED • FBC ADMINISTRATION CODES NOW IN EFFECT NEC 2014; FBC 2017" E -I FBC ADMINISTRATION "ALL ELECTRONICS, SOLAR PANELS AND ASSOCIATED ELECTRICAL EQUIPMENT TO BE INSTALLED ARE UL LISTED." SYSTEM AUTOMATIC OPERATION 1. GRID POWER IS PRESENT, PHOTOVOLTAIC SYSTEM FEEDS THE LOAD AT DAY TIME. 2. GRID POWER IS LOST, PHOTOVOLTAIC SYSTEM AUTOMATICALLY DISCONNECTS FROM THE GRID. 3. PHOTOVOLTAIC SYSTEM WII.A_ AUTOMATICALLY RESUME FEEDING POWER TO THE GRID. WHEN THE PROPER GRED VOLTAGE AND FREQUENCY IS RESTORED (IEEE STANDARDS) AND THERE IS ENOUGH SUNLIGHT PV Array Micro Inverter Point of Utility Connection 0 (see options) Revenue Meter Item Manufacturer Model Listing / Compliance PV Modules QCELL 305W UL Inverter Enphase IQ 6 UL All disconnects Enphase DC & AC UL All overcurrent protection Enphase DC & AC UL FSEC CERTIFICATION # QCELL Enphase 305W IQ 6 RV -16-0106A son:SM OLABONDING CONNECTION GROUND PATHS lowEnphase4C Combiner Box dDATA ' . ;;;N' GUIDE t PACE ........... ... h ...................,. .... -... -.. --- - .--. -. MODEL NUMBER _ ( �i'qt AC combiner Box XAM 1.120 AC combiner with Enphase Envoy -S Metered^ for integrated revenue grade PV produrllal • IN, e x metering (ANSI 012:20+(- 05%pending) and optional consumption monitoring (+.-2 SAV)ININ J 0 pile - a- s°"1 ACC ESSORIE$Older Separately) .r Enphase Mobile ConnectTM Plug and play industrial grade cellular modem with five-year data plan Por systems up to 60 - n, c •„f CELLMODEM-01 micromverlais. (Available In the US Canada: Max co, Puerto Rico,. and the US Virgin Islands where there is adequate -cellular service is the ,rstail, inn. area Cons,,m Ilan Mani form CT Split core currant transformers enable whole home rxnsum Tion r?ietetlr I-2. M/4 BONDING MIDOAMP ASSEMBLY ENDOAMP ASSEMBLYO n< BONDING MIL SPLICE BAR MIL TO L•FOO1 w/BONDING T -BOLT P 9 P P 9 (* ) FxaM,mf -°e, -r w.m e°a,."° sumiw...wi «n mrt.,s ".,. wm .-0„ sm•uo n.,°• tic rm- CI -200-SPLIT �euwe%Z­= fi une�.,u,m° ecu pi rt 41 •�e.emwmmmvw a...o. m ewu - � � � s....w+.eW ,»m o•,w,-.,.xrA°m,uw, ,ae, s•rmmri r.•x is.,. n.,+u.me,mm,mmo. b, xrn° nwia ..r �w.n ..=.,o -, n. -i ,:,m 6.0 „ M� .-is.•. ,,e. •i,e r:nea..e o 9� x,°.ice'. a n ,." a• •w. woo..«: w e+e rmx eu. ua wa n wWue.e sic ELECTRICAL SPECIFICATIONS f.,f smxw Ta°u n.•, n.,wew w .,oa..w.. Maximum system size 11 5 kWY.1240 VAC _. awe �,.n, sro. .n ,- ,. - •,^''•-.,'"r':,'.:• Rating continuous duty Maximum system ,ollage 240 VAC RHIed OI:IpUI CUffa11l - 48A ! :... w.0 Ticwra°ixvrxrt -� Rated input current, each Input -164 It .cR Maximum fuse,G (cult breakei rating I6t,'Pui1 60 i, - n Solar branch circuit breakers 'I'hrae 2 -petit 204240 VAC DIN rail -mounted breakers �� '" t4.1� • �° . - Production Metering C 1 200A solid core ple-inslaned nn solar bulbar and Wired to Envoy -5 ` t00.. s N1[E � _ tu6lae sscs u+p MECHANICAL DATA ' nD 4y pimensions t W%HxD) x 2rr38.0 x 38 7 .3 cm _05(r x 18 .8 0'1 1` - 1 BONDING MICRMNVERTEII MMMT RACK SYSTEM GROUND sx,R rut ,N.. -ani .tea ,•..mew o•Me°, . ri. 51 kg (t1.21bsi • •-•, e -'v 7 i$ rua.:� °1 a- o�>+�snisuz a-�n ..., w=wseeiw m.w,n°n 's h.,N �ropss aalurh`=i use. •40°Cto+46°C(401to 115°F) I v >, o �Ihg Vented. natmel,onveUio❑ L Enclosure envnonmemal rainy Outdoor, NRTL cerUlied,NEMA type 3R potycarboiwie cor�slructron Iw,,,, ' Wire size 10 AWG for brar-ch Inputs 4 AWG for conibmed outpu113 circuits) _ 6 AWG for ,ombinec output f2 circuits) To 2000 meters 5.560 teat) INTERNET CONNECTION OPTIONS .� hudgraied WI -FI 802 tlblg)n Fhernet 8023. Cat5E (or Cal 6) Lap Ethernet cable mot mciuded) i:;ellular Optional CELLMODEM-01(not induded) COMPLIANCE Compliance Combiner Box UL 4?41 compliance. Envoy -S UL 916 CANICSA 022.2 No 61010-1 47 CFR, Part 15, Class B. ICES D03 IECiEN 61010.12010. EN50065.1. EN61000-4-5. EN61000-6.1, 6N61000-6.2 Metering. ANSI 012.20 accuracy class 0.5 To learn more about Enphase Microinverter technology, ENPHASE. visit enphase.aom N_✓ R 2a1G [npntx,e Enary •• .all ryhis ieaurved All t,aderra ks orb ©ods m this docurmnt arse rogiaterW by then mspoctive owiwi Fabmaiy 2016 rhe li gives you the choice of lour methods for ensuring electrical continuity at service equipment, service raceways. and service conductor enclosures [250.92(B): 1.Bondin) jumpet:s. Bond metal parts to the service neutral conductor. This requires a main bonding jwnper 1250.24(B) and 250 281. Because the service neutral conductor provides the ellectivc ground -fault current path to the power supply [250.24(C)i, you don't have to install an equipment grounding conductor within PVC conduit containing service -entrance conductors [250.142(A)(I) and 352.60 Ex 2]. 2.Threaded fittinrys. Terminate metal raceways to metal enclosures by threaded hubs on enclosures (if made wrenchtight). ?.Threadless fttting.s. lenninale metal raceways to metal enclosures by threadless linings (ifma,:le tight) 4.0ther listed devices. These include bonding -typic locknuts, bushings, wedges, or bushings with bond ing]umpers. DESIGN TEMP 91 DEG C, ADDER 60 DEG C(310.15(13)(2)(C), TOTAL 151 DEG C MULTIPLIER AT 151 DEG C IS .58(310.16 CORRECTION FACTORS). #10 THWN-2 RATED 40 AMPS, TIMES .58 = 23.2 AMPS. 8 CONDUCTORS IN SINGLE CONDUIT ADJUSTMENT FACTOR IS 50%. 23.2 X,7 = 16.24 AMPS (15) MICRO INVERTERS ON ONE 2P 20A BREAKER @ 0.96A= 14AAMPS THE MAX. AMPS FEEDING INTO THE #10 THWN-2 WIRE & THE ONE 2P 20A BREAKER IS ONLY 14AAMPS BONDING MIDCLAMP ASSEMBLY �- Stainless steel Midclamp points, 2 per module, NOTE: pierce module frame anodization to bond (32) MICRO -INVERTERS TOTALAMPS: 30.72A module to module through clamp. TOTAL 2P 240V 20A BREAKERS: 3 a Serrated flange nut bonds stainless steel clamp SYSTEM TOTAL BACK FEED RATING: 60A to stainless steel T -bolt Serrated T -bolt head penetrates rail anodization ELECTRICAL BREAKER RATING: 200A to bond T -bolt, nut, clamp, and modules to ELECTRICAL PANEL RATING: 200A grounded SM rail. LINE SIDE TAP i6t '.an , 194th v 1 2 tftiomiuEltt lrAW) �.. ....,. -,.._ •.r`,;�m,; `(ttlltTr�trerl� ��#rlani _ __ _ Fr Um C1' rrtrn) tte#eTlBtty wtlel 1t+t1'rr fa I:t1L?++ t€�: to»:ik:r r I - r h sacx c.i *,f i -1r1' L fit fln frafl4lffileht+M�l iW##nrrlurn I -.,�� !� •, ..... 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( O'3 I 13 J54.€10F4), eA i*)0 P.0 m,t:lltaf vf1 Inaflual I:1L T 1tr t,°�1Pr1, C. f. c.lrltdlara. 4 01111111114 Of M 40% oor Pat let 'rr,.l¢'a.Zi�lri:tfYla.a')a�"t)d,•�lecatFf)n,:t�sA rl1 N1u1taEM' Of PAI ti h W W' Tdado 14 of Pal*U pw 40 Hi Rli CWra C1aiB omf DVE s `Xu P,fliet oataflnl�lS 1`0@ W a 447 4 1€tet 1Nel ltd 141t3117, i^• 1, +iite'l tr In vis,"I 14tH ffrw lmi*1141K,fi, and aper xti = nua! Or Iimlol Ly" tM bo,,.ri YH'n r '1'i'a+tt=lr•r.l I's luillhol .ntrElTl•tKr +141 dtx*Ovo 11m•.1411,11 , ii'1 'I winRfie rI C�1t� A1IBaEtEiAta� 1 F+ :tmflI 3 ora4 (Akvit. 6f1dt0 121," U, [Rimm; (at'426:111L USA 1 ate. al $fit I %6 1hu! 1 innUlf0 ait, q r:I q1 ; nref ,at8www It, cells us AFErY LAB£LB P"OTOVOLTAIC POWER 50URCE AC OPca!R4TINCr,AXTAGE.:Sv QLT AC OPERA71NG ,JRRENT41"A= isCdl E. :lily t.z.. H rN,li�. Y' }'iy (, IWf tl,L�• r1eR4'NA itr,hl i fRfi FY.: 01" l hZur'i. A G OP94A71tio, rAilssir. M t']3 VAM6 A s , •k'r.:. UA' femir,>Y?,sa.+c «'r ay....r 1.+[ifa03AI?', !K'Fwatbxt,s C-S_tai7Ait451 idt a1�x:7�.G �te�rE RT @.'i.fs. 7'kxE'.BW TW CLIRAEN'l PR U ANN=: PHOTOVOLTAIC MIGROINVERTERS LOCATED UNDERNEATH EACH PV MODULE ON ROOFTOP ARRAY P. SOLAR MWER I rw n�r,x;NT I - F f„Abt4 is 'I. -i .oft t Ix. SF3�7'AI L✓'P ,.,.G11 [ � a,W Y.�'+ "`-�''•'?'-. s.A . 3,141X. 2 „ . PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS A CAUTION , SOLAR CIOIN7 OF v ONE ECTIJ7,4 WARNING Z_\ DUAL POWER SUPPLY •..iRCE4'<. L= IL Y 14ID AND WV 90LARfLACTRIC SYSTEM taH(OTOVOLTAIC SYSTEM A / AC DISCONNECT PHOTOVOLTAIC SYSTEM EQUIPPED AC0PE'(AT1rb"sV0LTAGF_ .,,oLTS WITH RAPID SHUTDOWN At; nPERA"°ING CiRPENT[-� ANIPIS A.<iBEL Fr�.�� i;,F6Gc1f4Ne£fiT NEC 690.12 asL'LaaELs,cdsre -APT IiuNIGEra' X3•240 'V C:•'r, ir+5T3LLER 1•!111.7 FILL fid AC O1°ERATle4,p CU RP.,E'84Ti ,0467 VMLTAGE p^. L -BEL, AC 0PEPATiNG CURRE-iT :$ isIAE7 AS ftUMBEN OP 11 R(JiI1Vf RTGRB IN ?Tee EIR.Cu:r A.:t• OPERA TiAf6 ti°.2LTsr;E C 0.4TA Isis 8 A1tCRC1 r+�'.'C RTrrs- ,: THEM TTA$ Ar cresim.7. ran CL7R!HFcT I'B Ansi°-s. LACI sf ALU e6 W'1 W sesTkhf'T AP40 GE"A64L ,.AE -.HiTE LETTENG Or-• a WED BACK IgOtOU'NO. 514 J.ARlr IoKrWCf^I[ Ca rouI..&LVt1T 6.1'� R[BIflTAt** MA:rli:EIRS SHALL BE WEED FOR WP11i=a0 O"1 LABELS R[r3UaArEv-R ifd5i'1'.4ea.k@h-�Ri'TT61•l v4LtlE-5. #3 Bare Copper Ground "lire 11-1- Enphase IQ 6 and IQ 6+ Microinverters INPUT DATA (DC) 106-60-2-U SAND I06 -60 -5 -US IQISPLUS-72-2-LIGAND IQ6PLUS-72-5-US Commonly used module pairings' 195 W - 330 W + 235 W - 400 W + Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules MaxlmuminputDCvoltage 48 V 62 V Peak power tracking voltage 27 V - 37 V 27 V - 45 V Operating range 16 V - 48 V 16 V - 62 V Min!Maxstartvoltage 22V/48V 22 V 162 V MaxDCshortcircuitcurrent(modulelsc) 15 A 15 A OvervoltageclassDCport II II DCportbackfeedundersinglefault OA OA PVarrayconiiguration lxlungrounded array. Noaddit,onalDCsldeprotectionrequlred S.- a Q U ACsideprotectlonrequlresmax2OAperbranchclrcuht OUTPUT DATA (AC) IQ6-60-2-USAND IQ6-60-5-US I06PLUS-72-2-USAND I06PLUS-72-5-US Peak output power 240 VA 290 VA Maximumcontinuousoutputpower 230 VA 280 VA Nominal voltage/range' 240 V / 211-264 V 208V (10/183-225V 240 V / 211-264 V 208V (1(P)/183 -229V Nominal output current 0 96 A 1 11 A 1 17 A 1 35 A Nominal frequency 60 Hz 60 Hz Extendedfrequencyrange 47 - 68 Hz 47-68 Hz Power factor at rated power 1 0 1.0 Maximumunhtsper2OAbranchclrcult 16 (240 VAC) 13 (240 VAC) CID 14 (single-phase 208 VAC) 11 (single-phase 208 VAC) Overvoltage class AC port III III AC port backfeed under single fault 0 A 0 A Power factor (adjustable) 07 leading _ 0 7 lagging 0 7 leading 0 7 lagging EFFICIENCY @240 V @208 V (10) @240 V (&208 V (10) CECweightedefficiency 970 % 965% 970 [i, 96 5 MECHANICAL DATA Ambient temperature range -400C to +650C Relative humidity range 4% to 1W,o (condensing) Connector type MC4 orAmphenol H4 UTX M M Dirnenslons(WXHXD) 219mmxl91 mmx37 9mm(withoutbracket) Weight 1 5 kg (3.3 lbs) C/) =U Cooling Natural convection - No fans Approved for wet locations Yes � J � 00 - Pollution degree PD3 Envlronmentalcategory/UVexposurerating Outdoor - NEMA 250 type 6 (IP67) UJ LJi il.-LU �ZU�W}}UW FEATURES Z LJ T LL _ Q D Communication Power line W u- LL LL U Monitoring Enlighten Manager and MyEnlighten monitoring options LL Compatible with Enphase IQ Envoy SCALE: NTS Compliance UL 62109-1. UL1741/IEEE1547. FCC Part 15 Class B. ICES -0003 Class B. E=1 CAN/CSA-C22.2 NO. 107.1-01 ThisproductlsULLlstedasPVRapidShutDownEqulpmentandconformswilhNEC-2014and NEC -2017 section 690 12 and C22 1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC andDCconductors.wheninstalledaccordingmanufacturer'slnstructlons 1.NoenforcedDC/ACratio.Seethecompatibilltycalcuiatorat ennohase corn/en-us/supportimodule-compatibility 2 Nominalvoltagerangecanbeextendedbeyondnominalhfrequiredbytheutility To learn more about Enphase offerings, visitenphase.com © 2017 Enphase Energy All rights reserved All trademarks or brands used are the property of Enphase Energy. Inc ENPHASE. 2017-05-01 NOTE. PER FL. STATUTE 377 705 (REVISED 711/2017), 1 MANUEL E. SIQUES PE #20233 AN ENGINEER LICENSED PURSUANT TO CHAPTER 471 CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE 1 2 3 4 5 6 7 8 9 10 32 x QCELL 305W (PV -array 1) Inverters: 32 x IQ 6 - 240VAC (Inverter efficiency: 95 %) Evaluation of design Part project 1 Inverter: 32x IQ 6 - 240VAC PV -module: A: (PV-atray 1) QCELL 305W Mounting type: Roof PV Peak power: Total number of PV modules: Number of inverters: Max. DC power: Max. AC power: Grid voltage: Nominal power ratio: PV -array: Number of Inverter: Number of PV modules: Peak power (input): MPP PV voltage: OC PV voltage: Min. DC voltage (Grid voltage 240 V): Max. PV voltage: Max. DC voltage (Inverter): Max. current of PV: Max. DC current: 6 #10 THWN-2 1 #8 THWN-2 GROUND 1" PVC SCH80 CONDUIT I I I I I NOTE: LINE SIDE TAP MAX RATING MAIN SERVICE ENTRANCE CONDUCTOR SIZE (PV) AC DISCONNECT SPECIFICATIONS (MINIMUM 60 AMP RATED PER NEC 230.79(D) TAP CONDUCTOR SIZE (MINIMUM 6 AWG COPPER OR 4 AWG ALUMINUM PER NEC 230.42(B) AND 310.15(13)(7) OR 310.15(B)(16) CONDUCTOR ROUTING IN RACEWAY AND INSIDE PANELBOARD INCLUDING THE GROUNDED CIRCUIT CONDUCTOR (NEUTRAL) PER NEC 300.3 AND 250.24©. TAP CONDUCTOR LENGTH LIMITATION OF 10 FEET PER NEC 705.31 GROUNDING AND BONDING CONNECTIONS FROM THE (PV) AC DISCONNECT CONNECTION TO THE SERVICE PANELBOARD, AND GROUNDING ELECTRODE CONDUCTOR AS APPLICABLE. #10 THWN-2 WIRE PROVIDED BY MANUFACTURE AC INTERCONNECT CABLE BLACK -1-1 RED -L2 Location: United States / Miami Grid voltage: 1240 V Location: United States / Miami Ambient temperature: Record Low Temperature: 35.00 OF Average High Temperature: 78.00 OF Record High Temperature: 98.00 OF 9.76 kWp 32 32 330 W 230 W 240 V 95% Q Input A: PV -array 1 32 32 305Wp 32.6 V Q 40.0 V Q 22.0 V 40.0 V Q 48 V 9.83 A Q 15.0 A PV/Inverter compatible PV array and type of inverter are compatible. The nominal power ratio (max. DC power of the inverter divided by the peak power) is within the recommended range (80% - 120%). SYSTEM RISER WIRING DIAGRAM ENPHASE Microinverter TYP. ATTACHED UNDER EACH MODULE NEC 690.12 CODE COMPLAINT EQUIPMENT LOCATION ROOF ARRAY 2 #6 THWN-2 { NOTE NOTE: I EXISTING WILL CHANGED S G M T R E E LL BEC GED 1 #6 THWN-2 NEUTRAL ALL LOAD CALCULATIONS FOR THIS PANEL TO A NET METER BY FPL AFTER THE 1 #8 THWN-2 GROUND HAVE BEEN DONE AND THIS CHANGE WILL NOT EXCEED CODE. FINAL INSPECTION 1" CONDUIT1" PVC SCH40 CONDUIT NOTE: ENPHASE SOLAR i 2 #6 THWN-2 COMPLIANCE WITH NEC 250.58 AC COMBINER BOX 1 #6 THWN-2 NEUTRAL EXISTING ONLY ONE GROUNDING ELECTRODE 240V 60A 1 #6 THWN-2 GROUND MDP EXISTING WIRING FOR ALL ELEC. EQUIP. CONDUCTOR - 240V 200A 3 3/0 THWN � 1 #4 THWN i .A LINE LINE SIDE TAP CONNECTION IN MDP FORENVOY i ENWITH POLARIS TAPS BETWEEN METER FH ;SE -NJOr1 f2OOA LOAD SIDE AND EXISTING MAIN DISCONNECT 240V 60 METER 20 SOLAR EXISTING NOTE oA DISC. SERVICE NEC 690 12 CODE COMPLAINT FUSED N 240V 60 240V 200A PV RAPID SHUTDOWN I DISCONNECT SERVICE PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN NEC 690.12 EXISTING 5/8' GROUND ROD EXTERIOR OF BUILDING REVISIONS: it O I J I � Q U� 0 U Y ca m 06 E J O U_ Q Q O (.7 Q C) 07 O C/) 0 S.- a Q U (Y 0 w W ca C) C CO CD O Q)NM9)O C / LL CO r - "U) w--�> L0 U JIM CD CID �.. Q� I w ' o"« sp I f M M N E� N 11JIt a (nH LU UJ _I F- to aU)QCie) C/) =U uiZXM �H W W r- Z wuUJ LL, � J � 00 - W WC14M dZ J Z M= O E UJ LJi il.-LU �ZU�W}}UW Z LJ T LL _ Q D Q M �• � �000� ��� LLJ W u- LL LL U O LL DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: E=1 MOUNT LAYOUT ....................... l I PHOTOVOLTAIC POWER SOURCE AC OPERATING VOLTA-,-';-:- ' •L.TS AC OPERATING CURRENT AMPS ROMdLEk7Fr{4LOWED Ur1DEVIIE ,r W=C0_ f LK SIR' ra LALL ,-SMAM SiILAk K R L. M,:ia-4,4 4-V St:xF ETY LABELS L.AICrIEL. FUR FACH JUNCTION 60X LeAB:EL $I7E: .3 X ,: . NCITF; INBTA44 ER MUST F11 t. IN AQ ISPERATING C1.IRf?F NT ON LABEL. AC CIPERA,TIMCR MURRENT t5 AtA, ,,S I�WALF1ER r f M1C7R()INVFtRTF.''R5 IN THF CIRCUIT. -KAMPk F' 1F A CIRC -Wt CONTAINS 8 MIf,,.'RI.J'NVERTEPS, THEN THE .AC OPERATING, CURRENT 16 8 AhMPA. T PHOTOVOLTAIC MICROINVERTERS LOCATED UNDERNEATH EACH PV MODULE ON ROOFTOP ARRAY FOR SERVICE PLEASE CALF. URBAN SOLAR GROUP (889I U -SOLAR I.._Aar.I.FOR F. PHASE Ar— :;01'al# IVILH G0X LABEL SIZ£: 5-1 '2' X 2" Ill 1, PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LAACL SIZE. 4' X 2', F-VI,AR,FL-9.r:r1M PART NLJMIBER: ilk L AUTION A SOLAR POINT OF CONNECTION LA'SCII. rOR MAIN DISTF1l RlI ION PAN.FL LABEL 7iiE 4 '-1 1". PVL,AffFkR.tU3tA PART NIJMIAFFR: :'l:3 »,:313 r LS QCELL 305W 65.7" ALLOWABLE Load: 83.54 psf �-- 39.3T" NOTE: Install mid clamps between modules and end clamps SOLAR MODULE at the end of each row of modules. NOTE: ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY NIORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE." ROOF AREA EXISTING SHINGLE ROOF TOTAL ROOF AREA: 3,574 sq. -ft TOTAL PHOTOVOLTAIC AREA: 774 sq. -ft PERIMETER WIDTH: 4.0' PRESSURE ZONE: 1 & 2 MEAN ROOF HEIGHT: 24' ROOF SLOPE: 4:12 TOTAL MODULES: 32 TOTAL ROOF MOUNTS: 64 TOTAL POINT OF CONNECTIONS PER MODULE: 4 ALUMINUM RAILS: 2 .0 , PV SOLAR BREAKER Z�,, WARNING M NOT RF111 .ATF -s QUAL POWER SUPPLY TfitS OVERi:•iMH7 _ - SOURCES UTILITY ARID AND —_.J , PV SOLAR ELECTRIC SYSTEM L A H t L WA iii L9Li1R G:I AC: LJ I 1 fi RE.A K E: fz' IN€iTALI.E0 F4A1N LIISTRialir, LAL L: Z' x I'. 1ClN PANEL WE64 Un-J-44 LAEiC.L r ClR Ri,A1N C11G;C[]*I1aEGT OR LITIL�Tr' METCR P'VL.AHFLG.Gf]M PART NUMBER: - ' 11 LABEL BIZE PVL.ASEL.S,COI.R PART NumaEtR: L"I ^.i` 1 1 _ , - , r :It � r PHOTOVOLTAIC SYSTEM �, i;` ,�lW° s x ; •� AC DISCONNECT }ri I A„ OPERATIPiG. uLlr,tjc 'rOL1`5 AC OPERATING CURRENT 0 AMPS LABEL FOR SOLAR DISCONNECT LA119EL SIZE: 4 X 2". PVLABEL5.COM FART NUMISER, 173°"'�.. 1 U NOTE: INSTALLER. VILIST FILL IN AC OPERAT1rAG CURRENT AND VOLTAGE CIN LASEL_ AC OPERATING CURRENT iS SAME AS NUMBER OF MICROIN"VERT'ZRS IN THE CIRC.,UIIT AND OPERATING VOLTAGE 16 240 V. EXAMPLE. IF A CIRCUIT CONTAINS IS MICitiilN'VERTERS. THEN THE AC Oh+'COAT1hIG CURRENT IS a .AMPS, NOTES FOR 4LL LABELS: LABELS SHALL BE UV RESISTANT AND SHALL HAVE Wt1ITE I,,.ETTERS ON A RED BACKGROUND, SHARPIE EXTREME OR EQUIVALENT L3V RESISTANT MARKER 1^iAL , BF USED FOR %VRITIt-,Ja ON LABEL -S REQUIRING INSTALLER- `WTT N VALUES. N ROOF PLAN REVISIONS: U) � C) r` Y , O} O C� o N C'7 Jcr)� I w r LS QCELL 305W 65.7" ALLOWABLE Load: 83.54 psf �-- 39.3T" NOTE: Install mid clamps between modules and end clamps SOLAR MODULE at the end of each row of modules. NOTE: ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY NIORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE." ROOF AREA EXISTING SHINGLE ROOF TOTAL ROOF AREA: 3,574 sq. -ft TOTAL PHOTOVOLTAIC AREA: 774 sq. -ft PERIMETER WIDTH: 4.0' PRESSURE ZONE: 1 & 2 MEAN ROOF HEIGHT: 24' ROOF SLOPE: 4:12 TOTAL MODULES: 32 TOTAL ROOF MOUNTS: 64 TOTAL POINT OF CONNECTIONS PER MODULE: 4 ALUMINUM RAILS: 2 .0 , PV SOLAR BREAKER Z�,, WARNING M NOT RF111 .ATF -s QUAL POWER SUPPLY TfitS OVERi:•iMH7 _ - SOURCES UTILITY ARID AND —_.J , PV SOLAR ELECTRIC SYSTEM L A H t L WA iii L9Li1R G:I AC: LJ I 1 fi RE.A K E: fz' IN€iTALI.E0 F4A1N LIISTRialir, LAL L: Z' x I'. 1ClN PANEL WE64 Un-J-44 LAEiC.L r ClR Ri,A1N C11G;C[]*I1aEGT OR LITIL�Tr' METCR P'VL.AHFLG.Gf]M PART NUMBER: - ' 11 LABEL BIZE PVL.ASEL.S,COI.R PART NumaEtR: L"I ^.i` 1 1 _ , - , r :It � r PHOTOVOLTAIC SYSTEM �, i;` ,�lW° s x ; •� AC DISCONNECT }ri I A„ OPERATIPiG. uLlr,tjc 'rOL1`5 AC OPERATING CURRENT 0 AMPS LABEL FOR SOLAR DISCONNECT LA119EL SIZE: 4 X 2". PVLABEL5.COM FART NUMISER, 173°"'�.. 1 U NOTE: INSTALLER. VILIST FILL IN AC OPERAT1rAG CURRENT AND VOLTAGE CIN LASEL_ AC OPERATING CURRENT iS SAME AS NUMBER OF MICROIN"VERT'ZRS IN THE CIRC.,UIIT AND OPERATING VOLTAGE 16 240 V. EXAMPLE. IF A CIRCUIT CONTAINS IS MICitiilN'VERTERS. THEN THE AC Oh+'COAT1hIG CURRENT IS a .AMPS, NOTES FOR 4LL LABELS: LABELS SHALL BE UV RESISTANT AND SHALL HAVE Wt1ITE I,,.ETTERS ON A RED BACKGROUND, SHARPIE EXTREME OR EQUIVALENT L3V RESISTANT MARKER 1^iAL , BF USED FOR %VRITIt-,Ja ON LABEL -S REQUIRING INSTALLER- `WTT N VALUES. N ROOF PLAN REVISIONS: U) � C) r` Y mC O} O C� o N C'7 Jcr)� I w 0 U) o �U) U) V--- `IZ ��'> a- �(�NN � O � >) N C'7 Jcr)� I p LL 00 �(n ��'> �N C:) MSU C 00 _;Z) M M N O GV rL- W p W W � v, aZQM�>�W W LL ! — z �vwQ�TaILL (h ^ F' J F - w w N c") o F- a z Jz_j 2 U O �ZU j>Vx Z W e- � F- LL a<ccv) F -J= gCy ong U EE W ILL ix O U i — I1 DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: S-1 - XR Rails XR10 Rail XR100 Rail XR1000 Rail A low -profile mounting rail The ultimate residential A heavyweight mounting for regions with light snow. solar mounting rail. rail for commercial projects • 6' spanning capability • 8' spanning capability • 12' spanning capability • Moderate load capability • Heavy load capability • Extreme load capability • Clear & black anod. finish Clear & black anod. finish • Clear anodized finish Attachments _ _- FlashFoot Slotted L -Feet Standoffs Anchor, flash, and mount Drop-in design with all -in -one attachments. attachment. • Ships with all hardware High -friction • IBC & IRC compliant • Heavy-duty r • Certified with XR Rails • Clear & blacl End Clamps Grounding Mid Clamps T Bolt Grounding Lugs tillSA. i &L4w .t - S �� a d TA 307 depth 0.42 205 T IAC SCREW, FU HEAD, 5116" x 4'. 18-8 SS 1 PARAPET HEIGHT (ft) - ULTIMATE WIND SPEED Slide in clamps and secure Attach and ground modules Ground system using the modules at ends of rails. in the middle of the rail. rail's top slot. • Mill finish & black anod. • Parallel bonding T -bolt Easy top -slot mounting • Sizes from 1.22" to 2.3" • Reusable up to 10 times • Eliminates pre -drilling • Optional Under Clamps • Mill & black stainless • Swivels in any direction Free Resources � _____ � _ __ _ ...__._� . _.. ..... Design Assistant Go from rough layout to fully engineered system. For free. Go to iron Ric ge.comirm . a Douglas Fir, Larch Douglas Fir, South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir, Redwood (close grain) Hem, Fir (North) Southern Pine Spruce, Pine, Fir Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) Internal Splices All rails use internal splices for seamless connections. • Self -tapping screws • Varying versions for rails • Grounding Straps offered Tilt Legs Tilt assembly to desired angle, up to 45 degrees. • Attaches directly to rail • Ships with all hardware • Fixed and adjustable Accessories Provide a finished and organized look for rails. • Snap -in Wire Clips • Perfected End Caps • UV -protected polymer NABCEP Certified Training Earn free continuing education credits, while learning more about our systems. Go to Ir`or>iriCge.corltiaiilii, STAINLESS STEEL Lag screw speci?cations Speci?c 5116 ? shaft, gravity per inch thread depth 0.50 266 0.46 235 0.46 235 0.43 212 0.46 235 S �� a d 0.55 307 depth 0.42 205 T IAC SCREW, FU HEAD, 5116" x 4'. 18-8 SS 0.50 266 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specifiy lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do riot over-torclue. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessa .See Table 10.3.1 in the American Wood Council NDS for Wood Construction. P L -Mount QMLM / QMLM2 Elevated Water Seal Technology •1M EDG E'Ta WARDS W Q F MG E T (-1'.20 ) ;3,i10 1 t---- 4.50 _ --i 2.00 --+ j- 1.00 0-.:3()i j F 1.77 :3,i3E1 -6w) ) HEM `u. DR917 RIFT[) N q ❑'. 1 RAIM NC , HO UNDED C O RN7111 S, y" X 12" X .1140', 5052. MU 1 S 6FOOT 2" X 3.:30" FUR.438" O.D. FASENUL 6061.1616005A -'/til. MDI. 1 49 WASHER iFAIAG, 5/16"D)X3/4"0D. WDM IX) NDFD45 1 T IAC SCREW, FU HEAD, 5116" x 4'. 18-8 SS 1 PARAPET HEIGHT (ft) I,FDOT2"X3.:30",2X.75"RDI'FT)H.438"O.D.FA51FI hR6061- 061-'16/6005A-'161. MDL. '16/6005A-'161. ULTIMATE WIND SPEED t -•"I I'..•.- 1..00 0.::197 'I P Ii t Q MIM2: 2 X.75" SID T VERSION O P1K) NAL AVAU ABLY, N MILT, AND MACK ONEM 1, I .S}40 (l ) r {,54) QMIM2 Q MIM: 1,MO UNT 5/16" LAG,9" rUI X 12" FLASHING taM UN1.S�o1MNk'M.SPE1'htkU'. STI.E DRAWNIN, RAD U111E\�O9AKEN' Crfl Til N,r-e1 A DAIR Mi2312017 6 __ ... ..._,,,_...... ._..,,_.,,... _. MA''lr=\AI! 1 ib,i1Y!I,Nr IATi AIOfT"611 '[Wo JuvELIt7 iSIAI IHY. EVNIk4 8 V . R.LVFLN9Fr14 N'av Plf6'91IFPM'IRRI1'11F4,11'FYIIINh .\V1 WYNilll,'ll:\ R i K .1.1.1 '.i IY !r 'P i:l'rTir 1x3 \i1TY'AI};URAwIAIi I I' u'Klrl}�I`A:NMI:v r'.et tn'..tl'i'l,l I®PBi: /'1=PPIB:IRU 9818 QI18:KMIIIIM1TIV 'tHN}L1PLACE 1i11"L*rAi.t 18: `A'AIF: I',I \a'1x:1'IrI U.AI :}11'7':1'1 Prl - _ 4 3 2 1 IRON RIDGE XR100 RAIL SPAN TABLE 60PSF Pz1 Pz2 Pz3 (inches) FOR 72 CELL MODULES (EXPOSURE 70PSF Pz1 Pz2 C) Pz3 162.45 Wind Load (PSF) 4 "` -10559.25 53 49 -}sem. -586.6 Tension Force per LAG -BOLT (Ibs.) F586.6 adhesive capable of dynamic joint movement totaling 70;: of PARAPET HEIGHT (ft) original joint geometry rt35'/,j. The seaiant cures to a tough. flexible ULTIMATE WIND SPEED rubber when exposed to moisture present in the atmosphere 65.75 F5154 50 41 KD 4! 49 41 EFFECTIVE WIND AREA (ft) APPLh;;.ABLC STIANr_ORDS so 41 U) - 47 47 4 VELOCITY PRESSURE(ASD) 51 I 4� be performed to capture batch control qualities of proposed 47 47 41 Joint Design: In general more joint movement can be S 50 41 Bostik 915 should be no thicKer than 112" (12.7mm) and no 48 48 41 180MPH: - -h ,..-- - ... _ - perimeters of doors, windows, and other wall penetrations in widths less than 1t4" _. ,, ... 30 DEG S 51 51 51 and structurally sound. tree of contaminants including but 48 48 48 oil etc. If substrate is painted or coated, scrape away all loose 52 5 -t--54 52 cannot be removed must be tested to verity adhesion of the 49 49 49 needed (See ASP section on next page for details) surfaces prior to the Bostik 915 skinning and subsequent curing To remove IBItanGe and any Other loose material Clean a wetting to maximize Wet g potential of the sealant to the substrates. concrete stone or other masonry materials with non-alcoholic 52 5 52 57 57--t- _57 S5 S5 5S 1/4" SS 18-8 BOLT ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE 1/4" SS SERRATED FLANGE NUT ALUMINUM SOLAR MODULE: 18.05 sq -ft ALLOWABLE LOAD: 6,010 lbs. END CLAMP & MID CLAMP 363.8 lbs -ALLOWABLE LOAD: 529 lbs DISTRIBUTED LOA DISTRIBUTED LOAD: 363.8 Ibs 3/8" SS 18-8 BOLT 3/8" SS SERRATED FLANGE NUT ALLOWABLE LOAD: 11,930 Ibs. MAX. DISTRIBUTED LOAD: 587 Ibs 5/16" SS LAG BOLT 5/16" SS FENDER WASHER ALLOWABLE LOAD: 798 Ibs. ALUMINUM RAIL ALLOWABLE LOAD SPAN @ 180MPH- 51" --------- DISTRIBUTED LOAD SPAN @ 180MPH- 48" ALUMINUM L -FOOT ALLOWABLE LOAD: 707 Ibs. r -- --MAX. DISTRIBUTED LOAD: 587 Ibs MAX. DISTRIBUTED LOAD- 587 Ibs ALUMINUM ROOF SEALANT- / _� —-FLASHING SHINGLE ROOF DECK 3.. _,2X4 RAFTERS 24" O.C. SLOPE: 18.05 DEGREES LAG BOLT WITHDRAWAL LOADS (Ibs) Bolt Tension And Shear Spruce, Pine, Fir Strength_..Charrt Lag screw spec0cations 1/4" Stainless Steel Bolt Speci?c 5116 ? shaft. Tension Strength(lb): 6,010 per inch thread depth Shear Strength(lb). 5,300 gravity i 3/8 Stainless Steel Bolt Tension Strength(lb): 14,830 0.50 266 Shear Strength(lb) 11,930 * Rails, L -Foot, Mid -clamps & End -clamps are extruded using one of the following aluminum alloys: 6005-T5, 6105-T5, 6061-T6 Sources: American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. ASCE 7-10 Velocity Pressure Lag Screw Installation Guidelines ARRAY WIND LOAD CALCULATIONS LAG BOLT PULL OUT CALCULATIONS p:10 = 0.00256Kz Kzzi Kd 12 1 rlotorminm Innotinn fnr thn I _Rr�r-leaf nn rnnf by SOLAR PANEL 9 Total Area (SF) 162.45 Wind Load (PSF) -65 Total Wind Load (Ibs.) -10559.25 Total Roof Mounts (#) 18 Tension Force per Mount (Ibs.) -586.6 Tension Force per LAG -BOLT (Ibs.) F586.6 Spruce, Pine, per inch Thread Depth 2661bs. SS Lag Bolt S/16'1x4" IMin. Thread Depth 311 Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in = 798 lbs. - Outstanding bonding and Allowable Pull Out Strength per Lag Bolt 7981bs. Max. Pull Out Strength Required per Lag Bolt -586.6 Lag Bolt Pull Out Strength Safety Factor 1.4 %% here: y:111-:LSCC-40%elocit, pressure e%aluatedatmean roof height (psfl drilling through the center of truss from bottom A. %elucit% pressure rvposurecoefficient with 5/32" drill bit. Kzt - topographic factor Kd-winddirectionalitn factor 2. Mark mounting holes for L -Bracket on underlayment. I'- basic N%ind speed (mph) from ASCE --/l) maps referred to as Mountingholes should be centered on the trusses. ultimate "ind speed maps in -'012 IBC. 3. Drill 15/64" pilot hole. As to `ample- for an atant% na`il's area t arra% ``' rt' 4. Apply sealant to bottom of L -Bracket. the total uplifting (rrsultant) force active on the atrav tiouldbe-39.1 psf.I%UJIsq. ft- =-6A79.=64lb. Kno%%imgthis 5. Place L -Bracket over roof underlayment resultant force. the design engineer can now determine the number ofattachment points and the size of the with holes in roof mounting hard%lare ❑ecessar. tosafel%'cam this load. 6- Apply sealant to bottom of L -Bracket, apply sealant to -- - -- LiveLoad,%-- lag screws. and fasten L -Bracket securely to trusses. I.i%cloads associated %%ithphotwoltaics�stemsare 7. Apply additional sealant to top assembly to be sure usuall% assumed tobedistributed uniforml.and wesmall. all penetrations are sealed. on the order of 4 psf or less. - Miami -Dade approved U - Bonds to difficult substrates including FBC VERSION most Kynar ", coated metals RISK CATEGORY - Outstanding bonding and 24 adhesive qualities LENGTH (ft) DESCRIP . ION ROOF SLOPE (°) Bosbk 915 sealant Is a one -component. smooth poiyurethane 54 adhesive capable of dynamic joint movement totaling 70;: of PARAPET HEIGHT (ft) original joint geometry rt35'/,j. The seaiant cures to a tough. flexible ULTIMATE WIND SPEED rubber when exposed to moisture present in the atmosphere 65.75 Bostik 915 all seasons formula has physicai properties that MODULE WIDTH (in) will remain relatively stable over time. The cured performance KD temperature range Is -40 OF to 151F Where textured i appearance is needed. please use Bostik 916 or Bostik 2000T EFFECTIVE WIND AREA (ft) APPLh;;.ABLC STIANr_ORDS QMtAMMI.DMADE COUNTY ASTM C920, TYPES, GRADE NS. CLASS 35 USE NT. AAND M U) - US Federal specification TT -S 00230C (COMB-NBS) for VELOCITY PRESSURE (q) _ .00256*K7KZTKDV2 ane -component sealants as Class A. non -sag VELOCITY PRESSURE(ASD) CARB. SCAQMD and OTC compliant testing procedures It is recommended that adhesion testing Canadian Specification CAN /CCSB 19 13-M87 be performed to capture batch control qualities of proposed Miami -Dade County. Florida NOA No. 17-0329.18. 05124122 substrates Miami -Dade TAS 102- Static Uplift Resistance Joint Design: In general more joint movement can be AAMA 808.3 accommodated in a thin bead of sealant than a thick bead. AAMA 100)200/300 installation requirements Bostik 915 should be no thicKer than 112" (12.7mm) and no thinner than 1)4" (6.4mm). In joints between 112" and 1". the ratio of sealant width to depth should be approximately 2:1 Bostik 915 is designed for applications from foundation to finish Sealant depth in joints between 114" and 112" should be 114' and Is ideal for. sealing expansion and control joints. tilt upjoints' deep Joints with dynamic movement should not be designed perimeters of doors, windows, and other wall penetrations in widths less than 1t4" It has tenacious sealing and bonding performance for many Surface Preparation. See limitations about surface roofing applications, metal roofs, gutters roof file installations. preparation Surfaces must be structurally clean, dry (no frost) flashing and sheet metal apphrations and structurally sound. tree of contaminants including but Bostik 915 cures to form a durable flexible bond with most not limited to dust din loose particles. tar asphalt rust. mill building materials such as stone foam masonry ceramic wood. oil etc. If substrate is painted or coated, scrape away all loose steel Kynar coated metals and copper and most other metals and weakly bonded paint or coating. Any paint or coating that INSTALL.,MTION f'i GTOGOI. cannot be removed must be tested to verity adhesion of the sealant or to determine the appropriate surface preparation i f Miami -Dade County Considerations: Mate or join adjacent needed (See ASP section on next page for details) surfaces prior to the Bostik 915 skinning and subsequent curing To remove IBItanGe and any Other loose material Clean a wetting to maximize Wet g potential of the sealant to the substrates. concrete stone or other masonry materials with non-alcoholic Allow full -cure. typically 7 days prior to any mechanical stress DESIGN WIND PRESSURE CALCULATIONS FOR SOLAR MODULES INSTALLED ON ROOFS ABOUT THS TOOL: This tool is based on the C&C Nand Loads for Enclosed buildings Design wend pressures are calculated using ASCE 7-1D equation 30 6-1 All notes in Figures 30 4-1 and 30 4- 2(A.B,and C) have been incorporated Mean roof height must be less than 60 feet WIDTH OF PRESSURE COEFFICIENT 48'* 10% = 4.8' 24'* 40% = 9.6' EXTERNAL PRESSURE COEFFICIENT ZONE 1 0.9 -0.9 ZONE 2 0.9 -1.6 ZONE 3 0.9 -2.4 INTERNAL PRESSURE COEFFICIENT (+/-) 0.18 DESIGN PRESSURES ROOF ZONE _DOWN UP � 1 39.5 -39~ 5 � sf '---2-_ 39.5 -6 psf 3 39.5 -65.0 psf I I C 14.05 HIP 175 mph 136 mph 0.85 1.0 0.94 WIDTH 4' 10" REVISIONS: U SITE INFORMATION FBC VERSION 2017 RISK CATEGORY MEAN ROOF HEIGHT (ft) 24 ESPOSURE CATEGORY LENGTH (ft) 48 ROOF SLOPE (°) WIDTH (ft) 54 ROOF TYPE PARAPET HEIGHT (ft) 0 ULTIMATE WIND SPEED MODULE LENGTH (in) 65.75 NOMINAL WIND SPEED MODULE WIDTH (in) 39.38 KD # OF MODULES IN ROW 1 KZT EFFECTIVE WIND AREA (ft) 18.0 KZ d U) - DESIGN CALCULA i IONS VELOCITY PRESSURE (q) _ .00256*K7KZTKDV2 o VELOCITY PRESSURE(ASD) 37.5 0) O 00 WIDTH OF PRESSURE COEFFICIENT 48'* 10% = 4.8' 24'* 40% = 9.6' EXTERNAL PRESSURE COEFFICIENT ZONE 1 0.9 -0.9 ZONE 2 0.9 -1.6 ZONE 3 0.9 -2.4 INTERNAL PRESSURE COEFFICIENT (+/-) 0.18 DESIGN PRESSURES ROOF ZONE _DOWN UP � 1 39.5 -39~ 5 � sf '---2-_ 39.5 -6 psf 3 39.5 -65.0 psf I I C 14.05 HIP 175 mph 136 mph 0.85 1.0 0.94 WIDTH 4' 10" REVISIONS: J Q W M M UJ N N W C) W W� = co H UJIUJ 0UJ< L C'1J1-1*CO=coo ILLI M- JH WWNML0 a.Z LU _JLL. 0 LU __J�ow Z W T_ L.L >- - Q M Q J � �0000� X=WCS W LL O U W DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: S-2 U NN O Coo M Q N 0) M J I � r` L -L U U r-- Q U Q ct3 >' Cy o6 N m cy M J O MO co d U) - o Q U 0 0) O 00 J � � I J Q W M M UJ N N W C) W W� = co H UJIUJ 0UJ< L C'1J1-1*CO=coo ILLI M- JH WWNML0 a.Z LU _JLL. 0 LU __J�ow Z W T_ L.L >- - Q M Q J � �0000� X=WCS W LL O U W DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: S-2 U NN CO Coo M N 0) M J I � r` L -L 0 Q)- > N �`0U I� MO co J Q W M M UJ N N W C) W W� = co H UJIUJ 0UJ< L C'1J1-1*CO=coo ILLI M- JH WWNML0 a.Z LU _JLL. 0 LU __J�ow Z W T_ L.L >- - Q M Q J � �0000� X=WCS W LL O U W DATE: 8/29/2018 SCALE: NTS DRAWN BY: J.B PAGE: S-2