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HomeMy WebLinkAbout50753-Z AMENDMENT Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ `V �a --a 5 CO I E Off WORK DESIGN 4 DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A I G.8 KWDC PV SYSTEM AND A 10 KW BATTERY ENERGY STORAGE SYSTEM AT PAVLOU RESIDENCE, REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 1800 CENTRAL DR, MATTITUCK, NY 1 1952. 051 1 1 2-1 29 THE POWER GENERATED BY THE PV SYSTEM AND BATTERY ENERGY STORAGE SYSTEM WILL BE INTERCONNECTED WITH �t. THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS Cutch�ogue DESCRIPTION DATE REV SYSTEM RATING = REVISION 04-0I-2024 A Y 10 kW AC 5TC BESS SYSTEM " j I G.8 KW DC 5TC PV SYSTEM jtpCk V `' N@W;S OILS EQUIPMENT SUMMARY I UNIT OF ENPHA5E ENCHARGE 10 KW BATTERY ENERGY STORAGE 42 QCELL Q.PEAK DUO ELK ML-G 10+ 400 WATT PV MODULES Northville -Laurel 42 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS I IRONRIDGE XRI 00 MOUNTING SYSTEM 25 SHEET INDEX CONTRACTOR .tal[nesPor[ .. ELEMENT ENERGY, LLC. PV-I COVER - PV-2 51TE PLAN r' 4G sbogue. �� 7470 SOUND AVE PV-3 PV PLAN MATTITUCK, NY 1 1 95 PV-4 STRUCTURAL DETAILS ROJECT LOCATION LICENSE#G74G I-HI PV-5 BATTERY PLAN LICENSE# 52G89-ME PV-G ELECTRICAL DIAGRAM PV-7 LABELS GOVERNING CODES _<�-ofNEtV 2017 NATIONAL ELECTRICAL CODE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. * o 2020 BUILDING CODE OF NEW YORK STATE. e "" 2020 FIRE CODE OF NEW YORK STATE. • A5CE 7-1 G AND NFPA-70. UNDERWRITERS LABORATORIES(UL)STANDARDS 03443 OSHA 29 CFR 1910.2G9 GENERAL NOTES PROJECT NAME 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 11 O HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK w w LN AGREE THE SAME. AERIAL VIEW n 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ~ U APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, c}n o 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP u) � z INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. - g 0-/ ~ COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES =� .> O �' w U 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND -t,,. OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO F O U ALL RULES AND REGULATIONS OF THE RESPONSIBLE 4 JURISDICTION. COMMENCING WITH WORK. APPn c-As NOTED o Q o i 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O w °o Q WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE DATE,5'.• .p'�. . �.?J w THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS . O0 ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND w CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT FFFEEEEEEJBY. Flte Separaio$ LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, NOTIFY BUILDING DEPARTMENTAT RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY required as per SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE ��-765-1802 8AMT04PM FOR THE �jj�� FABRICATED AND INSTALLED AS PER SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT LATEST A.I.5.0 CONSTRUCTION. FOLLOWING INSPECTIONS: •`��Code COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE 1. FOUNDATION-TWO REQUIR G. ALL ELECTRICAL WORK SHALL IN ED BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING FOR POURED CONCRETE UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES�REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND Z. ROUGH-FRAMING&PLUMBING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN 3. INSULATION CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. DRAWING SCALE CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS 4. FINAL-CONSTRUCTION MUST 8. THESE DRAWINGS AS INSTRUCMENT5 OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON BE COMPLETE FOR C.O. N .T.5. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. ALL CONSTRUCTION SHALL MEET THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE REQUIREMENTS OFTHE CODES OFNEW EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE YORK STATE. NOT RESPONSIBLE FOR SHEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF DESIGN ORCONSTRUCTON ERRORS EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV- I RESULT OF HIS WORK. TAX MAP: 1 0001 OG000100029000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1 VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ LEGEND n, DESIGN$DRAFTING BY: EXISTING UTILITY METER '• ELEMENT ENERGY LLC MAIN SERVICE PANEL Oo REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS / 051112-129 A/C DISCONNECT COMBINER INVERTERS 8 GND ELECTRODE 270 Q REVISIONS DE5CRIFTI0N DATE REV PV MODULE 24QoOD 90°C I III 1 III REV15ION 04-01-2024 A —RACKING RAIL 210 120° C 5-94 3 1 -94 0 ATTACHMENT POINT 180 o 150o ---RAFTERS - —RODF PITCH ANGLE 59SUNRUN METER NET CCE55 ROOF OPLUMBING VENT ®slcY LIGHT / CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. POTENTIALCONsHAONDINc ISSUESj/ 7470 SOUND AVE ❑TRIM/RETAOVE AS NECESSARY ,w MATTITUCK, NY 1 1952 Acc s RooF a LICENSE#G74G I-HI :Y LICENSE# 52G89-ME 24-9" FIRE SETBACK @RIDGE ;N / ACCES ROOF SETBACK@RIDGE // / 30-g11 . . ... .. .. �/j pF filEftrY i O A g�Git�O,pF w m �+ / ARO�ESSIONA�' i PROJECT NAME W W W 71—/-7II (� J ACCf55 ROOF iw �o O Z U j0// O 3 EW BE55 UNIT I u I u GROUND ACCESS TYP. I I -22 — 4 SHEET NAME I5TING MAIN ELECTRICAL SERVICE PANEL IN THE BASEMENT EW PV AC DISCONNECT S 1 TE FLAN ONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE DRAWING SCALE MANUFACTURERS INSTALLATION INSTRUCTIONS. 1 /Q11 _ 1 1_0I 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. C�JJ 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.)THE BATTERY ENCLOSURE SHALL BE COMPLIANT WITH 2O20 NY5 FIRE CODE THE BATTERY ENCLOSUREMUST ADHERE TO THE FIRE SAFETY STANDARDS OUTLINED IN THE NEW YORK STATE FIRE CODE(NY5 FIRE CODE R302). IT IS IMPERATIVE THAT THE EXISTING GARAGE BE SHEET NUMBER INSPECTED AND APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PV- PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT IS UNDERSTOOD THAT IT MUST MEET THE AFOREMENTIONED FIRE CODE REGULATIONS. TAX MAP: 1 000 1 OG000 100025000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1 VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ LEGEND /�� ® o EJ0571NG REVIE U7ILITY METER '• DESIGN#DRAFTING BY:LLC MAIN SERVICE PANEL p° ELEMENT ENERGY CEW BY J.M.NABCEP CERTIFIE KZ PV SUB-PANELS ARRAY#2 051 1 12-129 A/C DISCONNECT COMBINER G MODULES INVERTERS 28P PITCH �27p a 3 9'AZIMUTH GND ELECTRODE REVISIONS MM PV MODULE �9p° 15'-9 I'� 3 1 _9 I DESCRIPTION DATE REV 4 [}. REV1510N 04-01-2024 A �RACKMG RAIL 240°21p®r7 120° ARRAY#3 0 ATTACHMENT POINT 180°15p° 12 M PITCH �4 ODULE5 11 / ---RAFTERS Is 229°AZIMUTH —ROOF PITCH ANGLE �SUNRUN METER —— — ACCESS ROOF ®VENT OPLUMBING VENT ®s"LIGHT / I I I I I I I I I CONTRACTOR CHIMNEY ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. GOLD TIAA / �j _ _ I I I I 7470 SOUND AVE EN POTTIALL CONDITION SHADING ISSUES _�TRIM/RENOVE AS NECESSARY o I MATTITUCK, NY 1 1352 Acc 55 ROOF — — I I I I 11 I 111 LICENSE#G74G I-HI — — 4 LICENSE# 52G89-ME /ACCES ROOF 30-9" Of NC o I I I II II I II I t ACOOF / PROJECT NAME O W W C\j LO Uj — ��, ;N , ARRAY#Iy- ;_ I I MODULES Cz U) z ACC S ROOF iLL w O/ 28'PITCH g {- - 139°AZIMUTH W 11J Q o �-31, -- o o Ln Q o EW BE55 UNIT 3G"x 39"GROUND ACCESS TYP. I I -22 I 0-94 SHEET NAME ARRAY#G ARRAY#5 ARRAY#4 I5TING MAIN ELECTRICAL SERVICE PANEL IN THE BASEMENT 7 MODULES 2 MODULES 18 MODULES EW PV AC DISCONNECT P V PLAN CONSTRUCTION SUMMARY - MAIN HOUSE 31°PITCH 38,PITCH 18°PITCH 230'AZIMUTH 50'AZIMUTH 5O'AZIMUTH (42) QCELL Q.PEAK DUO BLK ML-G 1 0+ 400 WATT PV MODULES —� (DIMENSIONS: 74"X 41.1"X 1.3") (42) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS (I OG) ATTACHMENT POINTS @ G4"O.C. MAX. DRAWING SCALE (417.3) LF IRONKIDGE XRI 00 MOUNTING SYSTEM. ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) I /Q(�II = I 1_01 CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE "NOTE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE ROOF SETBACK/PATHWAY SHALL NOT BE 5HEET NUMBER 2.)ALL OUTDOOR EQUIPMENT SHALL BE KAINTIGHT WITH MINIMUM NEMA 3R RATING. REQUIRED TO ROOFS WHEN OPPOSING OR ^�_� 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ADJACENT ROOF 15 ACCESS ROOF IN - r 4.)WALLS AND CEILING INSIDE THE BATTERY ENCLOSURE SHALL BE LMINATED WITH 5/8"TYPE X 5HEETROCK OR EQUIVALENT ACCORDANCE WITH R324.G.I EXCEPTION OF 5.)THE DOOR OF THE BATTERY ENCLOSURE SHALL BE 30 WIDE MINIUMUM 20 MINUTE FIRE RATED DOOR. 2020 NY5 RESIDENTIAL CODE TAX MAP: 1 000 1 00000 100029000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ HEAVIEST LOAD CALCULATION ARRAY DESIGN 4 DRAFTING BY: (ARRAY#I) ITEM DESCRIPTION ARRAY#I THROUGH G ELEMENT ENERGY LLC MODULE WEIGHT(Lb5) 48.5 R13 Rid e-Beam/Boarcl 2 2"X 1 4"LVL REVIEW BY J.M.NABCEP CERTIFIE R Roof Rafter 2"X 1 2" D. FIR I G "O.0 051 1 12-129 #OF MODULES I I (D) Deckin 3/4"PLYWOOD TOTAL MODULE WEIGHT(Lb5) 533.5 (P) Fitch 180 259 309 38c? REVISIONS (J) Celhn Joist 2"X 10"D. FIR I G"O.C. DE5CPJPTION DATE REV TOTAL LENGTH OF RAIL(Ft) 136.E (H) Horizontal Span of(R) 133"MAX. REVISION 04-0I-2024 A RAIL WEIGHT PER FOOT(Lb5) 0.G8 TOTAL RAIL WEIGHT(Lb5) 92.9 #OF STRANDOFF5 3G WEIGHT PER STRANDOFF(Lb5) 2 (D) TOTAL STANDOFF WEIGHT(Lb5) 72 TOTAL ARRAY WEIGHT(Lb5) G98.4 POINT LOAD(Lbs) 19.4 CONTRACTOR TOTAL ARRAY AREA(561 Ft) 235.5 ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/Sq Ft) 3.0 7470 SOUND AVE MATTITUCK, NY I 1 95 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN LICENSE#G74G I-HI SNOW DESIGN Frost DESIGN UNDERLAYMENT FLOOD HAZARDSg FREEZING ANNUAL LICENSE# 52G89-ME LOAD' Speed" Topographic Special Windborne CATEGORY' Weathering' Ime Termite` TEMP` REQUIRED" INDEA TEMP) (mph) effects vinnd region debris zone"' depth' (K� MOD TO FEMA OF NE"t 20 140 NO NO NO B 5EVERE 3 FT HEAVY15'F YES ZONEX 599 51°F �P`�• O A C, YO MANUAL J DESIGN CRITERIA" Indoor 01 Elevation Latitude Winter Summer Altitude correction factor design Design temperature cooling Heating temperature W heating cooling tempera difference ture O 103445 108 FT 41°N 15°F 8G°F 1.00 70°F 75°F 55°F A��FESStONp�' Wind Wind Cooling temperature difference velocity velocity Coincident Daily range humidity Winter Summer humidity wet bulb _ heating cooling y PROJECT NAME ROOF FRAMING DETAIL III � 15°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GP @50%PH O tL For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. 2u.J N w w > LO a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth t 1,_ 2: Q strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,"'moderate"or"severe"for concrete as } — MODULE MOUNTING CLAMP p determined from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. � >- b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction SOLAR MODULE g LU z shall fill in the frost line depth column with the minimum depth of footing below finish grade. C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. O w U STAINLESS STEEL 3/5" d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined O on a site-specific basis in accordance with Section R301.2.1.4. BOLT AND NUT p > O e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York < 5 Q State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also O — < see Figure R301.2(1).] NRIDGE ALUMINUM RAIL O f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 0 g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New ALUMINUM 'U BRACKET York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: ALUMINUM FLASHING i.The accompanying Flood Insurance Rate Map(FIRM), SHEET NAME ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. STRUCTURAL DETAILS h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the ASPHALT SHINGLE ROOF effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." 5/1 G"x G"STAINLESS I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) STEEL LAG BOLT WITH value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 2 I/2"MIN THREAD j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method PENETRATION SEALED (Base 32°F)." WITH GEOCEL 4500 DRAWING SCALE k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the (EQUIVALENT OR BETTER) jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. [�I . .C . 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with I v J "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1b from ACCA Manual J or established criteria determined by the SHEET NUMBER jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at p /_�\ elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. MOUNTING DETAIL I I V/ r) See Figure R301.2(4)B. TAX MAP: 10001 OGO00100029000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ CONSTRUCTION SUMMARY LEGEND DESIGN$DRAFTING BY: E)GSLC (1) UNIT OF ENPHA5E ENCHARGE I OT 10 KWH BATTERY o MAIN SG MCEUTIL P METER ELEMENT ENERGY ENERGY STORAGE SYSTEM NEW PV SUB-PANELS ANEL REVIEW BY051 1 NZBC29 CERTIFIE (DIMENSIONS: 50.5"X 30.5"X 7.4") A/C DISCONNECT BI IN THE BASEMENT WITH REQUIRED FRONT CLEARANCE INVERTERS OF THIRTY-SIX INCHES (D GND ELECTRODE REVISIONS DESCRIPTION DATE REV TARS TO BASEMENT PV MODULE CONSTRUCTION NOTES oRlQ+`IV,'J,oN 04_01_2024 A 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE —RACKING RAIL WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. o ATTACHMENT POINT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ---RAFTERS MINIMUM NEMA 3R RATING. *—ROOF PITCH ANGLE 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. SUNRUN METER 4.)CONDUIT RUN/RACEWAY FOR BATTERY ENERGY ®VENT STORAGE SYSTEM (BESS)5HALL BE LOCATED WITHIN FIRE OPLUMBING VENT RATED AREA. THE CONDUIT/WIRE RUNS TO THE EXISTING ®scr uair MAIN SERVICE PANEL AND TO THE PLP IN PVC CONDUIT CONTRACTOR INSIDE OF THE EXISTING BASEMENT AND THEY SHALL BE ®CHIMNEY LOCATED INDOORS. ®COMPOSITE SHINGLES ELEMENT ENERGY, LLC. 5.)THIS BESS SYSTEM 15 COMPLIANT WITH THE SECTION GOOD CONDITION 7470 SOUND AVE POTENTIAL SHADING ISSUES R327 OF THE INTERNATIONAL RESIDENTIAL CODE, AS (STING BASEMENT WALL EITRIM/REMOVE AS NECESSAR MATTITUCK, NY 1 1 95 AMENDED BY THE NEW YORK STATE UNIFORM CODE. LICENSE #G74G I-HI G.)THE BATTERY LOCATION MUST ADHERE TO THE FIRE LICENSE# 52G89-ME SAFETY STANDARDS OUTLINED IN THE NEW YORK STATE FIRE CODE(NY5 FIRE CODE R302). IT 15 IMPERATIVE THAT THE AREA WHERE BESS IS LOCATED BE INSPECTED AND OF NEB APPROVED BY THE DESIGNATED FIRE CODE ENFORCER TO ENSURE COMPLIANCE. PLEASE BE ADVISED THAT WHILE WE ARE NOT CERTIFYING THE ENCLOSURE OURSELVES, IT 15 UNDERSTOOD THAT IT MUST MEET THE e AFOREMENTIONED FIRE CODE REGULATIONS. m 2 N 5'-1 " 1 3445 , SS1 PROJECT NAME IZ O lL N 7NPHA5E TEEL JAMBS w Iu > Lc1 R METAL FIRE DOOR z } w - Cn Z �/511 TYPE X GYPSUM BOARD OR EQUIVALENT O D ~ U� U z 0 � C) > O 2"X 4"@ I G"O.C.STUD WALL O D- co < PRESSURE TREATED O 7 Cz n ESSENTIAL BACK-UP LOAD PANEL ENCHARGE I OT UNIT SHEET NAME PV LAYOUT ENPHASE SMART SWITCH DRAWING 5CALE 11211 = I I_OI [BASEMENT PLAN FOR BESS AND FIRE RATED ENCLOSURE] SHEET NUMBER PV-5 TAX MAP: 1 000 1 00000 100029000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1 VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ ELECTRICAL NOTES 50LAP ARRAY ON MAIN HOUSE I G.8 kW GENERAL NOTES DESIGN t DRAFTING BY: (42)QCELL Q.PEAK DUO ELK ML-G 1 O+400 PV MODULES 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NP.TL,AND LABELED FOR ITS ELEMENT ENERGY U-C _ (1)STRING OF(13)MICRO-INVERTERS.(1)5TRING OF(12)MICRO-INVERTERS.(I)STRING OF(1 1)MICRO-INVERTERS C(1)STRING OF(G)MICRO-INVERTERS APPLICATION. 1.)THE BESS PROVIDES MONITORING AND BALANCING a)STw NGs TOTAL 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 90QC WET ENVIRONMENT. CELL VOLTAGES,CURRENTS, REVIEW B 05.1 12-1NAEC29 CERTIFIE El 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED AND TEMPERATURES WITHIN THE MANUFACTURER'S STRING#I DIRECTLY SPECIFICATION THROUGH WEB AND MOBILE LOCATED ST RIDGE, r_ ____________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4.)WOPJCIDNG CLEARAN ES AGROUND ALL NEW AND EXISTING5E AS P05515LE TO THE RELECTRICAL EIQUIIPMENTI SHALL 2)T EAHEOAT DETECTOR OR HEAT ALARM SHALL BE "RNVISIO DATE Rev j COMPLY WITH NEC 110.2G. INSTALLED AND INTERCONNECTED WITH SMOKE ALARM DESCRI -_ ______________ 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL AND THE BESS SYSTEM SHALL TRANSMIT AN ALARM REv1510N 04-01-2024 A j `— -- -- -- -- -- `— -- `— FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL SIGNAL VIA MOBILE PORTAL OR THE SMOKE AND/OR APPLICABLE CODES AND STANDARDS. HEAT ALARM/DETECTOR IF POTENTIALLY HAZAP.DOU5 G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, TEMPERATURES OR OTHER CONDITIONS SUCH AS STRING#2 _ _ _ THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. SHORT CIRCUITS,OVER VOLTAGE OR UNDER VOLTAGE 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. ARE DETECTED. I I-- """"-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 3.)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE j 1 SUPPORT RAIL,PER THE GROUNDING CUP MANUFACTURER'S INSTRUCTION. BASED ON MINIMUM CODE REQUIREMENTS AND ARE -- ------------ 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG NOT MEANT TO LIMIT UP-51ZING AS REQUIRED BY FIELD OR IL5CO G5L-4D3T LAY-IN LUG. CONDITIONS. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po51t1ve/negative) I I STRING#3 _ _ _ _ _ _ _ _ OR)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC CONTRACTOR . 1 1.)TH I I.)THE INSTALLATION COMPLIES WITH R327 ENERGY STORAGE SYSTEMS. ELEMENT ENERGY, I I ---------- 12.)CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE 7470 SOUND AVE I I j `--- -- — " REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD MATTITUCK, NY 1195 I I I CONDITIONS. I I I MICRD-IIJVER ER ALL CONDUCTORS NOT UNDER ARRAY ARE TO BE IN CONDUIT MINIMUM 7/8"ABOVE ROOF LICENSE#G74G I-HILLC. STRING#4 ENPHASE IQ7PU5-72-2-US 240 VAC.1.2 L1 A WITH PROPER JUNCTION BOX AT EACH END. LICENSE# 52G69-ME OUTPUT POWER 290VA 1 97.5 o CEC-WEIGHTED EFF. r --- -- — _ NEMA G.UL U5TED MCAL ------- Hof NEW I 1 A ---- ---- ---- ---- Q I I i i y,�P�QgO GAG I WhA5E BRANCH 1 CIRCUIT CABLE TYPICAL G G 3-AWG#G.THWN- 3-AWG#G.THWN-2 r_ y I I -AWG#12.THWN-2 I -AWG#8 EGC.THWN- I -AWG#8 EGC.THWN-2 o a TO LF(IUtt GRID 0 I I I I 1 -AWG#8 EGC IN 3/4"PVC CONDU IN 3/4"PVC CONDUIT m Z I I I I IN 3/4"PVC CONDUIT 2 ;_ I I 1 I AC DISCONNECT I I I I z o o�zza- t N OA �0344'S \. 1 I I I IQ LOAD CONTROLLER NEv IQO NP 120 VAC.40 A a ary uc usreo BI-DIRECTIONAL O` ;zI�c AFu=_E= UTIUTY METER �.. I 1 G G NEMA 4%.UL LISTED � I-PHASE.240 V I I r.A I I I I N PROJECT NAME I 1 1 I 1 1 • • � I -AWG#12.THWN-2 r-- -- e _-- a O _ I -AWG#8 EGC 1LL- IN 3/4"PVC CONDUIT I N ENPHASE IQ 5Y5TEM CONTROLLER 2 1 1 N LU 1 I i z-r<o vc.zr A W I (� I I I I snA:i zE insTa�.c maYFEw�cs> 1 zao v,z:o A r W Q _ 1 I AS FAi AS JSSi2L FRJV I 1� (s) C) J j GATEWAY niN SEEvice cecoNn.cr I V� } � L LI II LI 2 1 1I�GI, I I W z ICI IJ L2 LI IJ L2 I ICI N T G N bPJL wBaEatER I I g �/.T. 2W v,e0A O z A I >A I I sup_3E ir.siALC I 1 I I I AS?A AS?J55iBL?ROV I 1 /W v r — ---� — —_� — ---� — -_J V iN SERVICE GIS.:JNnECT ->A I iO Ea.i_R+ p,rOrcAL°CFNER I Q 1 t t N I I t t O 2-AWG# 2.THWN-2 e,a 1 > AC COMBI qER BOX I_AWG#8 EGC.THWN-2 cA`_NiCE ^d,°A..-Acam,`-,L'�„-_,F"q,.� IN 3/4"PVC CONDUIT - i i D1 t Q l N 1 - G I MAIN SERVICE PANEL rL 1 1 c=.7 e zc�a N SHEET NAME I G I I I 1 505TING GROUNDING 3-AWG#G.THWN- I L__ 3 LINE D I A. ----------------� ELECTRODE SYSTEM 1 I -AWG#8 EGC.THWN- I 1 IN 3/4"PVC CONDU 1 N vaw wsc�a�Er I (I)ENPHASE ENCHARGE I O t � � I zao v.60 a —L 240 VAC,I G A —_ NEMA 3R 1 TYPICAL I 20A 20A L__-- —� DRAWING SCALE I I 1 1 1 20A 20A I I , N .T.S. , I 20A 20A 3-AWG#GfTHWN-2 I -AWG#8 EGC.THWN-2 IN 3/4"PVC CONDUIT I N 5HEET NUMBER G _.w F 1 _ 1-------- J sJA6^ER BACK-U?LOAD PANEL TAX MAP: 1 000 1 00000 100029000 Zoho Sign Document ID:2A768FFA-MZCX9TYXL4W1 VSR15OHNZWG-AKSOYU8-GABWOOAJJAQ DESIGN$DRAFTING BY: SERVICE METER I ® INSTALLATION NOTE ELEMENT ENERGYLLC REVIEW BY J.M.NABCEP CERTINEID ® � SOLAIZI}VSYSTEM I PHOTOVOLTAIC • • • • ( I ) ALL LABEL SHALL BE INSTALLED IN 051 112-129 EQUfPPED WITH !SOLAR BREAKER . ACCORDANCE WITH THE 2017 NEC REVISIONS RAPII3 SHUTDOWN j ® OPERATING VOLTAGE VDC REQU I REM ENTS. DESCRIPTION DATE REV OPERATING CURRENT A MAX SYSTEM VOLTAGE VDC (2) ALL LOCATIONS ARE APPROXIMATE AND REVI51°" 04_0I_2024 A SOLAR AC LOAD CENTER- OUTSIDE �DONOTRELOCATETNS. REQUIRE FIELD VERIFICATION. �sa���D � (3) LABELS, WARNINGS) AND MARKING 0 ®TU SHALL BE IN ACCORDANCE WITH NEC RN RAPID SIVIrcHro ; 9 110.2 I (B). THE WIP'POSRtON TO SHUTDOWN 8 PVSYSTEMAND REDUCE , ` s"OGCH` DQdi1¢A "Y_ A_C DISCONNECT eotivEmm�MSE �SWPUm I (4) THE MATERIAL USED FOR MARKING °M`°'°M"M`°`"lw" " MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE O ® 1 COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). CONTRACTOR i I ELEMENT ENERGY, LLC. ® O7 ® I 1 ® ', a MAW ; (5) THE PV SYSTEM CIRCUIT CONDUCTORS 7470 SOUND AVE TH1sEousaMENrFEDSYMULTIPTE DUAL POWER SUPPLY SHALL BE LABELED INSTALLED IN MATTITU K, NY 1 1195 O1 HI RCURRENTDEvURCES.TMM�UUDMG AM SOURCES:UTILITYGRID `• i COMPLIANCE WITH NEC 690.3 I . LICENSE# 52G69-ME MAW SUPPLYOVERCURRENT AND PV SOLAR DRgCE,SHALLNOTEXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING �TM0FB0 OF NE[yY "COMBINER THIS SERVICE METERW�� Is ALSO SERVED BY A ELECTRIC SHOCK HAZARD ; OVOLTAIC SYSTEM m.TERMWALSONTHEUNEANO PANEL ! PHOTOVOLTAIC SYSTEM y�F LOAD SIDES MAYBE ENERGIZED II LOADS 10344' DONOTADD A CONDUIT - OUTSIDE BUILDING —IN THE OPEN POSITION © ����►�NP� ® ® 1 PROJECT NAME i • • •all �I. '• • 0 CM UAL POWER SUPPLY W W Ln fSOURCES:unUTY GRID AND Pv SOLAR ELECTRIC SYSTEM• (n w p MAIN SERVICE PANEL - OUTSIDE AGAU710IRF N o - } 0 g ' lz z z O O O SOLARELECiC SYSUM > o 0 LU O • . . . . Q MAIN SERVICE PANEL- INSIDE OPERATING OPERATING VOLTAGE VO LT S .I. I POWER SOURCE [� OUTPUT CONNECTION . SHEET NAME ® O I DO NOT RELOCATE THIS i OVERCUR_R_ENT DEVICE_ ,i 3 LINE DIA. AC DISCONNECT/BREAKER DRAWING SCALE 000 � ® N .T.S. SHEET NUMBER PV-7 TAX MAP: 10001 OGO00100029000 Zoho Sign D"ocuvent ID:2A768FFA-MZCX9TYXL4WiVSR15OHNZWG-AKSOYU8-GABWOOAJJAQ Town of Southold April 2nd, 2024 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 . Subject: Battery Energy Storage System and Roof-Mounted PV System at Pavlou Residence. Located at 1800 Central Dr. Mattituck, NY 11952 To Town of Southold: I hereby affirm and certify that, following comprehensive professional evaluations, the plans for the installation of both the Solar PV System and the Battery Energy Storage System (BESS) comply with the 2020 Residential Code of New York State, the 2020 Building Code of New York State, the 2020 Fire Code of New York State, the 2017 National Electric Code, ASCE 7-16, and other relevant industry standards and regulations. These certifications are provided in strict adherence to the governing regulations and standards applicable to such installations. For the Solar PV System, it is my professional opinion that the subject plans comply with the aforementioned codes and standards. The structural framing of the existing roof has been evaluated to support the additional loads from solar panels, with deflection and stresses within allowable limits for wind pressures and snow loads specified in the codes. The mounting locations and methods indicated in the plans are deemed adequate, and the existing building and roof framing are structurally sufficient to support the solar panels. Regarding the Battery Energy Storage System (BESS), the proposed plans have undergone thorough scrutiny and are confirmed to align with requisite codes and standards. Utilizing Lithium Iron Phosphate technology, the BESS adheres to UL9540A standards to prevent thermal runaway. The enclosure design meets fire-resistant requirements outlined in the NYS Building Code. In my professional opinion, derived from site inspections and detailed analyses, both the proposed Solar PV System and the BESS, including the enclosure system, demonstrate structural adequacy to withstand associated reactions. Please feel free to contact me if you have any questions or require further clarification. Sincerely, '(�Of NEW y A Gennaro Anthony Giustra. P.E. Great Eastern Services, Inc. * _ YG PO Box 240 m 24 Harvey Rd 2N� �4'o3a415 o�ssI Riverhead, NY 11901 aA Mobile: 631.235.0189 RoNP Email: jerrygiustra@gmail.com 'rt