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SOLAR-0050-2022 2 �. O: :� n L5 � �V/ _ Office Use Only .* FEB:. 1 1 202Z 2 Permit#: SyI. �d v '=. TOVVN OF QUEENSBURY Permit.Fee:$ ..$5.. �.- BUILDING& CODES :742 BayRoad;Queensbury,_NY.' i Q :P:518 761-8256:www.gueensburV.net Invoice#: f Flood Zone7. Y. N eviewed SOLAR PANEL PERMIT:APPLICATI0N.' _- SITE INFORMATION: . Project Location: `Qiieensbur,NY M!4 ni y i 5. Tax Map:ID.#: 289.18.4-12 Subdivision Name. PROJECT INFORMATION: Residential:.. .: 'Commereial Other:... . Single Famil . Multi-Family Are the solar.panels? Purchased_ x' Leased'. : Estimated cost of construction: $ $ 19,?70.00 - Total System:Capacit.v Rating.(suni'of all.panels): Solar PV System: -6.3 kW DC Select SVstem.Configuration: Supply side connection with micro invertersA i �. . Supply side.connection with DC optimisers . Supply.side'conriectionwith string inverter Load side connectionwith DC optimizers —Load side connection.with micro inverters Load.side.connection'with string inverter Solar-Panel Application .Revised January 2021 D.ECLARATION: L I'.acknowledge that:no.constructiori shaII be corn-menced.prior to the.issuance:of-a-valid permit and will be- - :completed within a.12 month period.Any changes to.the"approved plans prior:to/during construction will= require the submittal of amended plans,,additional reviews and're-approval. - 2: :If,fo.r,any reason;the-building permit application:.is withdrawn,30%of.the:fee is retained by the Town.of Clueensbury.After 1 year from the initial applicationdate, 100/o. of the fee.is retained: 3:. ,If the.work ,is .not completed.by the. :1 year.expiration date the,permit.may. be .renewed, .subject.to.fees.` - and department_.approval:.'. 4. I.:certify::that the.application, plans and supporting materials ;are.a true and.;a. complete statement and/or.. . description.of thework proposed'.that all work will be performed in accordance With the NYS Building Codes;local building laws and ordinances; rid.inconformance with local-zoning regulations: 5.. A third=party electrical inspection will be:comp.leted at which time�the Town of�Clueensbury's Building and Codes Enforce ment department.will be contacted to complete an,inspection'of the.final'.instaliation of the solar panels: . Please sign below.to affirm that'.all answers are correct and that..you have'met.all of-the conditions a_nd: requirements to'submit a unified solar.permit. -1 have read.and agree to the above: SEELOA ATTACHED 2/9/22..'. . . Homeowner.'s Signature Date /lCL �"Q !J2i �Bd2c: 2 Solar Co: Representative Signature Date Solar Panel Application :, - Revised January 2021 • .. - .. - 0. TM AUTHORIZATION FORM "TO ACT AS AGENT FOR" Carol Fisher&Jim.Underwood I :premises located. . :99 Mannis Road Queensbu at:. Town�of Tax Parcel#289_:18'1:-1'2. .. hereby.designate:. -Apex.Solar-Power. as my AGENT regarding my Permit Application for: : instal-lation of residential PV system Jan 29:2022.09`.57 EST SIGN H Date Signature CONTACT.INFORMATION: P.LEASE.PRINT LEGIBLYDR.TYPE,TLEASE INCLUDE AN.EMQI,L Pr6perty.0' ner(s):. . : Narrie(s):... r VI .5 :. Mailing.Address,.C/S -Cell Phone::=( ) . Q Land.Line:. . ) _ 4. Email: r] •.. ;Solar Contractor: -: . Workers':Co document attiiom mu' be submitted.With this application. Business Name. . Contact.Name:, . Mailing Address, C/S/Z:.. Cell Phone: . . Land Line:. : . Email: �. .. • Electrical Contractor: Workers'-Comp_.documentation.must be.submitted with this.application . . . Business Name, Contact Name: IVlailing Address;C/S/Z:_ Cell Phone:_(: ) Land Line*-:_(.: ) . Email: -_ Contact.Perso.n:for .Compliance in regards.to this project: : l l Cell Ph on ) : ' Land.Line; Email., ): Solar Panel Application Revised January 2021 Solar Panel Plan Review All wiring in conduit 18" from ridgeline and valleys Two 3' foot access ways from ground to ridge one side of roof Rapid shutdown shown roof commercial in compliance with section 1203.4 of fire code Labeling of conduit and panels �✓�'Battery storage in attached garages and Utility Closets separation V2" on wall and 5/8" on ceiling if living space above Battery storage on exterior walls located a minimum 3 feet from doors and windows. + Individual battery storage system units shall have a maximum rating of 20 kWh. �4The aggregate rating shall not exceed: 0 kWh within utility closets and storage or utility spaces gkWh in attached or detached garages and detached accessory structures 3o80 kWh on exterior walls. .80 kWh outdoors on the ground access isles required �►} Heat detector interconnected to the smoke alarm in building Rooms and areas containing battery storage systems 5/8" Type X, installed on the walls and ceiling of the room NlA'Indoor installations exhaust ventilation required for other than lithium-ion Xf k Bollards for impact protection Revised 1/24/2022 FR � . CLIENT:NAME&ADDRE PH LTAIC:SYSTEM'SUMMARY: APPLICABLE CODES CAROL &JIM fISHE TOWN OF QU ENSBURY' sTEM SIZE:oc STC:.6.3KW SYSTEM SIZE AC:6.OKW 2020 BCNYS(BUILDING CODE OF NYS) ; UILDING CODES ODULES; (14)AXITEC SOLAR 45OW 2020 MCNYS(MECHANICAL CODE'OF NYS) 99'.MANNIS ROAD; QUEENSBUR INVERTER:(1)SOLAREDGE6.OKW 2020PCNYS(PLUMBING CODE OF.NYS) ' MODEL::SE6000H-USOOOBNU4 2020 RCNYS(RESIDENTIAL CODE OF'NYS) PHONE*.(518)798-S3O9 MOUNTINGNIFORMCODE SUPPLE MENT SYSTEM:,SNAPNRACK ULTRA RAIL A 2017 U PROPERTY INFORMATION GENERAL.NOTES PHOTOVOLTAIC.NOTES BUILDING.INFORMATION:. ELECTRICAL'INFORMATION:, NUMBER OF STORIES:2. EXISTING .1'.ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED. '.1.ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL'BE TESTED, CONSTRUCTION TYPE:V-B MAIN SERVICE PANEL BUS SIZE:-260A ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE LISTED AND IDENTIFIED UL 1703. " OCCUPANCY:.R MAIN SERVICE BREAKER SIZE:200A COMPLETE TEST DATA.SUBMITTED BY.THE MANUFACTURER ATTESTING TO ITS SAFETY. 2.SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS. ROOF:.STANDING SEAM 2.OUTDOOR EQUIPMENT SHALL BE LEAST NEMA 3R RATED. 3.MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. 3.ALL METALLIC EQUIPMENT SHALL BE GROUNDED. _ 4.SOLAR INVERTER MUST HAVEA MANUFACTURE INSTALLED DISCONNECTING .: RAFTERS:"2"X6"@24"O.C. C ALL SPECIFIC WIRING ISSASED ON THE USE OF COPPER. MEANS THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER AHJ:TOWN OF QUEENSBURY S.CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND. OUTAGE.' ' UTILITY: NATIONAL GRID SHALL COORDINATE'ALLINSPECTIONS,TESTING COMMISSIONING AND ACCEPTANCE S.REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT WITH THE CLIENT,UTILITY CO.AND CITY INSPECTORS As NEEDED. DISCONNECT THE BONDING-CONNECTION BETWEEN THE GROUNDING ELECTRODE '6:THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT' SATELLITE VIEW. " POINTS AND SERVICE SIZES WITH THE SERVING UTILITY,COMPANY AND COMPLY, GROUNDED CONDUCTORS.. WITH ALL UTILITY COMPANIES REQUIREMENTS.IF THE SOLAR BACK FED BREAKER IS ,6.ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING'SHALI:BE SCALE:NTS .OVER THE BUS-SIZE 20%LIMIT,CONTRACTOR.SHALL INCLUDE THE COsTTO• .PROTECTED FROM ANY PHYSICAL DAMAGE. REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY. 7.LIVE,PARTS OF'PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS,OVER,150V TO 7,DRAWINGS:ARE DIAGRAMMATIC ONLY,ROUTING OF RACEWAYS SHALL BE OPTION GROUND SHALL NOT BE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE �y,, OF'THE CONTRACTOR UNLESS OTHERWISE NOTED ANDSHALL BE COORDINATED WITH 'ENERGIZED. " 'OTHER TRADES. 8.INVERTER IS EQUIPPED,W/INTEGRATED GMT,THUS PROVIDING-GROUND S.IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV' � FAULT PROTECTION: • . , ' INSTALLATION,CALL ENGINEER PRIOR TO INSTALL.THE CONTRACTOR.IS .9.ALL CONDUCTORS-SHALL BE COPPER AND 90 DEG RATED.- RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING'THE EXTRA 10.ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL WEIGHT. - TESTING LABORATORY OR-APPROVED.BY THE DEPARTMENT. 9.IF.THE DISTANCES FOR CABLE-RUNS ARE DIFFERENT THAN SHOWN;THE. .11:ALL'WORK SHALL BE IN ACCORD WITH SHE 2017 NEC"WITH SPECIAL' ' CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE WIRE' �'EMPHASIS ON-ARTICLE 690:SIZE.FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS.APPROPRIATE.. .12.THE OUTPUT OF A UTILITY INTERACTIVE-INVERTER SHALL BE PERMITTED TO. - `�'' / _ ,, -.,,•,- 10.WHENEVER'A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING BE CONNECTED TO THE SUPPLY.SIDE OF THE SERVICE DISCONNECTING MEANS AS'. ,} .a OR.SPECIFICATIONS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND. PER 230.82(6). INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST, 13.A SINGLE CONDUCTOR SHALL BE,PERMITTED TO BE USED TO PERFORM THE CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS ENSURE MULTIPLE FUNCTIONS OF DC GROUNDING,AC GROUNDING AND BONDING ;�.^ Iyy A- 'a 'F,a,'y"yI�'$':;�•, ;R,i'�u y,r '' 'r.{i� COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY BETWEEN AC AND DC SYSTEMS AS PER NEC 690.47(C)AND-SIZED AS PER SEC. THE ARCHITECT/ENGINEERS. : : .250.166. - c 11.ALL BROCHURES,OPERATION MANUALS,CATALOGS,SHOP DRAWINGS,ETC. 14.EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER. �r ' _a '-1r -' ,L. -4 SHALL BE HANDED OVER TO OWNER•_S REPRESENTATIVE AT THE COMPLETION OF 15.PER ART 250.92 NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL. 6 WORK: BE EFFECTIVELY BONDED.TOGETHER.BOND BOTH ENDS OF RACEWAYS. , VICINITY MAI?I/N'OF QU�ENSBURY scALE:NTs BUILDING DEPFlR f F T SHEET INDEX CONTRACTOR. / `Based-on our:limited exaninafloh,complian e APEX SOLAR POWER rj 1 •SCOPE OF WORK,GOVERNING CODES' 14..RACKING CERTIFICATION 64 MAIN STREET,QUEENSBURY,'NY 12804 wifh our commenfa shall not.b Construed s . . . Indicatt=ig the,plans and $ eCIIICatIOnS are jr?'f ROOF PLAN, _ '.15.,ATTACHMENT,DATA SHEET .(518)-309-2786 ° fUII•COm I IanCe. W pp p . THREE LINE DIAGRAM - 16.'SE RAPID SHUT DOWN SPECS' WWW.APEXSOLARPOWER:COM p Ith the Building Code8 o;. f New York-State. - 4.-ELECTRICAL CALCULATION 17. SE RAPID SHUT DOWN CERTIFICATION, ®�'::,v,�,a„_ S., CODE REQUIRED SIGNAGE •• • 6• STRUCTURAL DETAILS UNAUTHORIZED $OF Iy'� • M 0°�®R 7.. MODULE MAP' ALTERATIONS OR �pR f0 •••�.' • "ADDITIONS�TOA 5 �'•!.' S•r. a.:p . a n,e I n a'a.R a S. INVERTER DATA SHEET- DOCUMENT BEARING A * * �,:�®,' _ ex. 9. OPTIMIZER DATA SHEET , LICENSED PROFESSIONAL . , OIa1 POWGr / e.�u.<Nd<cso »»..•.K�,"."�.�o.. ENGINEER'S SEALIS.A r-� 10.BATTERY CABINET'DATA SHEET vonorswcwrel e,Bm..n�naa rem.w.a ln..wanna. VIOLATION OF SECTION ' a—tum with I..df g wm lb..m r array and clamps • Sbeat Number .ep,,Ity.t.tn.—tal roonee..m,d,,Ig,onne mMi.g - 11.MODULE DATA SHEET' 7209(2)OF.THE N.Y.STATE N.. ".'Ramal.e Not.: Date Draw"b9.Vahan M. . '.nl.m.md<ingmnnanwn:.ana all mn.r.b.a.mnaby, - .EDUCATIONLAW. an.rs.ntea:am.al,arm�tac.al,anaaa om.r 12.RACKING DATA SHEET �V -swle:ns mmat.a �' �nawnaal.ay.at:of ma aaalen aro by om.ra Firm License Number:COA0012807 --- - - -- -- -- —'- ry.rsen. '- -------- -_- 13: RACKING SPECS / ,02/07/202 . prole:wsrner.. ". Date:11.01.21 289.18-1-12 SOLAR-0050-2022 Carol Fisher & Jim Underwood BUILDING. & CODES DEPT. 99 Mannis Road Reviewed..By:` ` Solar Panels - Residential " PHOTOVOLTAIC ARRAY . . . . . . . . N._' ; " . CONTRACTOR' , (14)Axltec Solar.450Watt•Modules (AC-450MH/144V) SolarArraV#1 : Flmn.me6ndeedres: (1)Solar Edge 6.0.KW Inverter 6 AxitecrSolar 4501N (SE6000H=USOo0BNU4)' 6 P505'Optlmizers W. ® E APEX-SOLAR POWER. (14),Solar Edge-P.505_Power Optimizers: Pitchc20 Deg- 64',MAIN'STREET,: .'Orientation:65.De .. _ "QUEENSBURY,NY.12804 . (518)-309-2786 UNIT INDEX. . . ' DM S . . _ . W W W.APIXSOLARPOW ER.COM MS of (E)200A Main.Service Panel . MSP (Inside the garage). - D� INV ••• �'. O (E)Utility Meter .. _ - .!��';.••� , .��. (On the exterior wall) ' So-lBr Power . OINV _(N),Solar Edge 6:0:KWInverter (Inside the'9am9e). ' '(N)60A Fused AC'DisconneLt CLIENT. ACD2 (Inside-the.garage) .... RraJea n.me end.dd_L ACD1 (N)60A.Non-Fused AC Disconnect _ ` _ _ . (On the exterior wall) . (N)60A DC Disconnect 1x 1 i/4"Pve Seri so CAROL'&;7IM,FISHER• . DCD _ Type conduit For 8v wires, 99'MANNIS ROAD' O (On the exterior wall) (Through Underground. -Trench-so Feet' QUEENSBURY, NY. 12804: JB (N)Junction Box PHONE.#:(51'8)798=5309 O EMT Type Conduit Exlst/n Solar Panels ' No. Re ..Net. Date' �. Vent Pipe.' Existin Solar Panels -. Solar Module DC . I Existing Solar Panels Chimney . -. .. .. .. 'Jag : '. Desatytlon B.O:ee:. >�/ECTOR: Module:x 14 Axitec 450W Model.#,AC-45OMH)144V Inverter:•x1 Solar Edge 6.OKW 0F' g SolarArMV#2 CONDUIT BURIAL DETAIL V> Model#:SE6000H-USUDOBNU4 R Pp $Axitec Solar 450W Monitoring Connection:Ethernet Hardwire g 8 P505 Optfmizers . Optimizers:'x 14"P505 Optimizers' Non-Fused.60A AC Disconnect:xi wuawDemeo Pitch:20 Deg DRAWING'TITLE:.'. r Orientation:170 De -,rnaov—purr - FUMocouvAcr ,. . Fused 60A AC Disconnect:.xi : wLwrRrNa,oN.. DC Disconnect 60A:x1 . " ROOF PLAN Attachment Q,ty:x82 Wide Base Seam nay MMUN,S 0 Veao swau fn,Wnsn.:,erla;,.V dwri, Grouhd.Lug:Q-ty:3 1�D�' wpao...mwml�rmmm..edesip.nddemve — d the Lhm,.ro�n.�oil�,o<N. W1.b ROad'. . s,0.m.r.d= W. �n,.endde.1 . ml.� n` AxTEc SCALE. . End,Clamp Q=ty: 12. em.nMee,u,taLmNdermatondn�e,ner $ Mid Clamp:Q-ty:;22 CONDUIT 02/O7/2022. non2uLv.eaedeolDra.sgnoetyomel P. oondwl1,b; ,n.unm...r.mcedhDaantewmm�.. Ma. SOLAR45OW 0, 5. Ralls:"z8 168"SnapnRack.Ultra Rail Finn License Number:COA0012807 VSE Project'Number:UI886.2181.211 NOTE UNAUTHORIZED ALTERATIONS OR ADDITIONS: - 1 - 10Ft, ' NA NGR TO A DOCUMENT BEARING A LICENSED 82.44 'r^B°vReD"nun :f - D.e::v.Dut skeet Nymeer FROM MN BOX TO ROOF EAVE. PROFESSIONAL ENGINEER'S SEAL IS A. EMT TYPE CONDUIT.WILL RUN OVER. VIOLATION OF SECTION 7209(2)OF-THE N.Y. sm,o:A.mal aeea THE ROOFAT31/2HEIGHT,'THEN 6O Dueu�0n oo M„n.;r. STATE EDUCATION LAW P.VEQUIPMENT '' _ rrvlect:wsyne,n- UNDER THE EAVETO - 40.87"�- Dn n ey Vatun M." . - .• . . . . . . ELECTRICAL KEY . . . MAIN HOUSE ROOF Positive Condutdor CONTRACTOR-.SOLAR EDGE 6.0 KW INVERTER' 1 STRING OF 6 MODULES String a)' Negative Conductor( MODEL#SE6000H-USOOOBNU4', clan nam"aae aderesa EACH CONNECTED,TO•PSOS OPTIMIZERS WITH INTEGRATED RAPID SHUT DOWN GroundingConductoi 6 AXITEC•SOLAR 450W,SOLAR-MODULES A,1(2)#10 AWG PV WIRE #'iO AWG THHN CU Max Input Voltage:480V — .:Neutral Conductor' APEX SOLAR POWER. .6 P505 SOLAR EDGE POWER'OPTIM A,22 IZERS' ( ) (1)#6 AWG BARE CU EGC. (1)#6 AWG THHN CU GRN' - ®. Neutral Bar. . . HI Al� 64'MAIN STREET,. 3 4"EMT CONDUIT'- ® "Ground Oar QUEENSBURY,NY,12804 J BOX#1. "-AC' .�a%+�'-f� Fuse -309-2786 � � (518) NEMA 3R W W W.APEXSOLARPOW ER.COM :: ..:.:a pex Solar Power r , IR f` . CLIENT. L1 L2 ed:mineendaddressG. Nrt- -.� . CAROL"&:IIM.FISHER.. . 'J.. . sz'. " ' . . . '99.MANNIS ROAD'NEMA'3R DC..a'BY 4 P60A DC DISCONSTEM N I HOTOVOLTAIC SYSTEM, I' PONE# (518)798-5309 SHED ROOF (ON,THE EXTERIORI1 STRING OF 8MODULES(SMng b) 0 EACH.CONNECTED TO P505 OPTIMIZERSA_2'(2)#SO AWG T8 AXITEC SOLAR 450W SOLAR MODULES (1)#6.AWG-THHN8 P505 SOLAR"EDGE POWEROPTIMIZERS 1X 1 1/4PVC Na. ae.maa Hato DTYPE CONDUIT FOR •- HARDWIRE -B.1(3)#6 AWG THHNCU(THROUGH UNDER - -TRENCH 50 F (1)#6 AWG THHN CU"GRN .'. I: I . EXISTING 200A, MAIN SERVICE-PANEL BACKFEED CURRENT: 25.OA " :MAIN S 0V;SERVICE. 1PH 3W CONNECTION MADE VIA SUPPLY SIDE.: I.: (INSIDE THE.BASEMENT) PER NEC 705.12(A)&NEC 230.82(6)' I Doaovuon PIERCING TAPS' LI M ER NOTE:UTILITY PHOTOVOLTAIC SYSTEM METER IS I 60A FUSED AC'DISCONNECT I LOCATED ON WITH"2X40A FUSES, PHOTOVOLTAIC SYSTEM EXTERIOR 200A": 'NEMA 3R,.120/240V 60A NON-FUSED AC WALL. I' MAIN C/B 9_2-(3)#6 AWGTHHN CU DISCONNECT,120/240V . (1)#6 AWG THHN CU GRN INSIDE THE'BASEMENT) (ON THE EXTERIOR WALL) I• DRAWING'TITLE:.'. I. I I I • I . : : I I SCALE. I". ' ' ' " f7 7 G I _ Date:31.0131 Sheet Number N' :G oo _ B_3(3)#6:AWG THHN CV scale:M 1,dumted. . -(1)#6 AWG THHN.CU GRN vmkR:wsymm 3 :STRING:CONFIGURATION: : :CONTRACTOR .. - �n'm name end aeemas APEX-SOLAR POWER. 64 MAIN'STREET,; QUEENSBURY,NY.12804 (518)-309-2786 a . . . . WWW.APEXSOLARPOWER.COM LE .. ...a.pex .. .•use• oar ower . .CLIENT vr"jaanameana.aaresa CAROL&aIM:FISHER. SR OAP, % : :QUEENSB URY, NY. 12804: . b-. .b- b. PHONE:#:(518)7.985309. . . . - " . No. '• Revision Notes Date- PV SYSTEM SPECIFICATION P505:POWER OPTIMIZER WIRE SCHEDULE OUTPUT CALCULATIONS 16 AXITECSOLAR45OW MODULES ['A.1 I FROM PV;MODULES;T0,3=BOX' MODEL#AC-450MH/144V (2)010 AWG PV WIRE+(1),#6 AWG BARECU EGC PV SYSTEM MAX DC OUTPUT: i SOLAR EDGE'6 O KW INVERTER FREE.IN THE AIR' 14*450W=6,30OW MODEL#SE6000H-USOOOBNU4. _ PV SYSTEM MAX AC OUTPUT:. NUMBER OF STRINGS PER INVERTER:2 (14)AXITE0450W.ACG450MH/144V Deawvvaa .[A.2] FROM]-BOX.TO.INVERTER . NUMBER OF SERIES IN STRING'a:6 :SolarEdge Power.Optimizer P505. THHN (1)SE6000H-USOOOBNU4. NUMBER OF SERIES IN STRING b:8 Rated D.C.Input Power.-505 watts 3/4"EMT AWG THHN+(1)#6 AWG CONDUIT. GRN,' Pmax(PTC Rating)PER MODULE:419.98W 3/4",EMT CONOUIf,1 1/4"PVC CONDUIT. 419.98W*14='5:88KW Maximum Input.Voltage=63.Vdc MAXIMUM CURRENT:8*.450.W/400V=.9.OA 5.68K1N*.99.0%CEC INVERTER='S.82KW" , MAX DC WAT AGE:8.*450W-=3,600W' MPPT.Range-12.5 to 83 Vdc CONSIDERS CONTINUOUS:9.OA*1.25.=11t3A. <=570OW . Maximum Input Current.-17.5 Adc_ SHORT CIRCUIT CURRENT:11.3A*'1.25=14.1'A MAX DC VOLTAGE:480V, Maximum Output'Current 15 Adc. RACEWAY HEIGHT.FROM ROOF.3..'(TEMP.-39+17=56C) Strin§Limitations r 6 to.25'Optimizers; ADJUSTED CONDUCTOR AMPACITY-14A./.0.76'=18.6A 5706 watts STC per string.maximum" yyIRESIZE FROM'NEC TABLE 310.35(b)16-10 AWG AMBIENT.TEM FACTOR'0:76 PER NEC 310:15(b)(2)(a). DRAWING.TITLE:. INVERTER SPECIFICATION AXITEC 450W SOLAR PANELS#STC [9.1 j FROM FUSED A KW INVERTER. TO'FUSED AC DISCONNECT " (3)#6'AWGTHHN CU:+(1).#6:AWG THHN CU'GRN PEAK PWRSRACKING:VOLTAGE='380 V • SHORT;CIRCUIT'CURRENT I-SC- -11.47A 1"EMTTYPE'CONDUIT - CEG EFFICIENCY. =99.0%, .MAXIMUM-POWER CURRENT I-MP=.10.88A MAXIMUM INVERTER-OUTPUT CURRENT,:.25.64 SCALE ENCLOSURE: NEMA:3R. OPEN CIRCUIT VOLTAGE V-OC' . =•50.0V CONSIDERS CONTINUOUS:25.OA'*•1.25.=31'.3A, MAXIMUM INPUT CURRENT 16:5'A• MAXIMUM POWER VOLTAGE V-MP=41.4V; TEMPERATURE ADJUSTMENT=31'.3A'/0.91=34.4A' MAXIMUM OUTPUT CURRENT .='25.0 A'. CONDUCTOR SIZE FROM.NEC TABLE 310:16-,6 AWG :NTS MAXIMUM INPUT POWER 9300 W; [B.2] FROM FUSED DISCONNECT:. MAXIMUM'OUTPUT POWER : =6000 W To MAIN SERVICE PANEL sliest Nymner (3)#6 AWG THHN+(1).#6-AWG'THHN•GRN' Daee:u.ot.u', 1"EMT TYPE CONDUIT., sale:ne mpiutea Dawn btnV�han M.: CAUTION CONTRACTOR' . RSONNAL AC PHOTOVOLTAIC POWER SOURCE F— udadd­ AUTHORIZED AC DISCONNECT PE O RATED AC OUTPUT CURRENT:25.0 A MAX ..a NOMINAL AC OPERATING VOLTAGE:240 Vac APE - X SOLAR POWER,T1 O N .64.MAIN'STREET,' O•• • BUILDING • • ,. , - - QUEENSBURY,NY.12804, „ • (518)-309-2786 • • • • ' • • WWW.APEXSOLARPOWER.COM DISCONNECTS • • • (STICKER TO,BE LOCATED ON ® MULTIPLE SOURCES CONDUIT WITH DC CURRENT • ' MAIN SERVICE PAIIEL EVERY 4•HORIZONTALLY OR •;•s•' 10•VERTICALLY AND TTROM FUSED AC DISCONNECTEACH SIDE OF A BEND) .•::.�.�a. ,,ex Solar Power fit; O • .(Snc tR.LOCATED. CLIENT. YO , INSIDE PANEL ELECTRIC SHOCK GROUND D , NEXT TO SOLAR BREAKER) Pmj,d emeaee°emesCONDUCTi RS MAY BE WARNING .'AND 1.0INVERTER OUTPUT CONNECTION... CAROL'&;JIM.FISHER RELOCATE99 MANNIS ROAD, BCD N T QUEENSBURY, NY 12804 EXISTINr SOLAR PV (STICKER LOCATED PHONE.#:(518)798-5309 INSIDE PANEL • • • BELOW PV BREAKER) .• UNABLE • •• •• .- �' '. 11 • ONLY•- •• • No. Rev Wan Notes Date T-ANY ADDITIONAL LOADS. MAXIMUM SYSTEM VOLTAGE-480 i7OLTS TO ACCEP SHORT CIRCUIT CURRENT-19.5 AMPS n (STICKER LOCATED _@_ ON THE PV SUB;PANEL) ELECTRIC SHOCK HAZARD. DO O ••,TOUCH"• -TERMINALS.° •• , , Desaiptl•n Address:99 Mannis Road,.Queensbury;NY 128041 • • 12 •'SHUT D6WN Permanent directory or plaque providing location of service.disconnecting' SOLAR PV SYSTEM EQUIPPED WITH means and photovoltaic system disconnecting means,if not located at the RAPID SHUTDOWN same location:(Plaques shall be metal or plastic,with engraved or machine printed letters;or electro-photo plating,in a contrasting color to the plaque: Plaques shall be permanently attached to the equipmenq or in the required' TURN RAPID SHUTDOWN 13 location using an approved method that is suitable to withstand the environment to 6 • SWITCH TO THE DRAWING TITLE:. . which it is exposed.Plaques and signage shall meet legibility,defacemet, O OFF POSITION TO exposure and adhesion requirements of Underwriters Laboratories marking and (TO BE LOCATED ON SHUT DOWN PV SYSTEM p q 'SUB-PANEL .CODE'REQUIRED labeling,system 969(UL969). ONLY -AND REDUCE HOCK H D WHEN SUB-PANEL IS. SIGNAGE DEDICATED FOR:PV ONLY)" Plaques will have red background S,white lettering. NEC 2DI7-690.56(C)I(a))BUILDINGS WITH RAPID SHUTDOWN- SCALE. F J oW. ZWa 8 10 Wa ® 10 �"' W 8' 10 NTS 0:. �w.,z 5 .Zd O O 8 W a U .O W `� zO ° = �` 11 Z i �. >>� �. X �.. �0 a 11 a a UZ_. w zw �] C U D m O. W a'O.W N ©j O ¢O n O ru Q 12 Dete:11.0121 Sfieet Number > >• z a sane:a,mei®t w. 5 ' - - Dnvm bpV•hen M.' ' ATTACHMENT DETAILS `ATTIC DETAIL CONTRACTOR" MTRIAS: 1111 LSBE-RF TE S'AWMIN UM,U NLESS STEEL OPTIONS: 2X6:�24 O.C. .. _ . . . GNOAD(WS): • $9a UP,461'DOWN,27S SIDE TiII AXITEC - Mm name end address LTMATELOAD( S): 163U,02DOWN,602SIDE SOLAR 450W. TORQUE SPECFICON: 16.] Attachment IOC(Ing CERTICTON: UL 2703,FLE 059313 Solar Modul 2x6 APEX SOLAR PO W E, R, WIGT(ws): 0.70 64 MAIN 5TREET,__82.44'' NPNRACK ULTRA RAIL STANDARD BASE SA ROf.Raft QUEENSBURY,NY.12804 ITS13rE-M n111.'SSNAPNNRRAA� Ih o ro rcki�ng}„ss—y,n-d16erlmaN®,r,�m.>:d-�1 0y r rI b'-"oo1'ad.iI n e - - - • . I - " - ..°•- .- :.°.•.�::(#51:8)-'3 0- 9-2 78e s6CLAMP VdTH L FOOT AND LOCK WWW.APEXSOLARPOWE R.C.Ox'M 6" a. so Pow - - e r WEIGHT LOAD-CALCULATION' CLIENT. MODULE MIGHT Obs) 57.54' Prjadnemedaddres PARTS LST DrSO #OF"MODULERIPTIory 14 CK,SANDADAAM CIMPE 806 ULAOrwA TOTAL MODULE WEIGHT(Ibs)S%NRACK R slw CK;SEAM CP ROTATION LOCK CAROL&"7IM FISHER RACK WEIGHTQbs) 161 99 MANNIS ROAD', OPTIMIZERS WEIGHT.im) 24 QUEENSBURY,NY 12804. ?HONE TOTAL SYSTEM WEIGHTObs) 991' (518)Z98=5309. #OF STANDOFFS. 82 MAX SPAN BETWEEN STANDOFFS(in)- 161 No Reson Note Date'12..LOADING PER STANDOFF Obs) TOTAL AREA(sq.fL) 343 LOADING(PSFj. 2.88 Vdoslm alEgi fmtheww wfg.TdaWgnof M PLANynddapwwtlyoVaml G wme na,anda0ohermIsda..- Mahadcal,ahitaWadolohm &aala (NOTE:MOUNTS ARE STAGGERED) amby ,mElecbwllsby er%uNessstampdbyDeaLewn ECTOR Hall n a n E e Re 13'-lo 101 p onna Nrack Ultra Sna Nrack Ultra Rail, 3_3„ 20,_9 _0- ri /IIII,IIIII.','-/�1',0''IIPI11III''./'''.'II111IIII�iI.•', �f&,1 1IIII1II�E,•�.Sc•'kL",S,;„�y:.j_.'��.,III,,,ll�'•''�i�``�.0 t���"yI.•,:',n'':-�.-.�,.:�.i.I ^`+h�F1IIIIIIIIf N�i4'„.°•.4�i�.•�'r x��A II1II1III,I a:11 1n IIIIIIIIII —�.1IIIIIIII,I1 s.''?!�II,.'�E�IIIIIIIII,I11 I"a1IIIIIIIII,III at-.d''IIII,I,I,I,I,I•'' IIIIIIIII,I1I�' `:1„,I,1,II1IiII I.. ■''1IIIIIIIIII1�I 0'2/�0 7/2tU0\2`a2 1 6 Firm Licenselmber:COA0012807_ �"_. �- , �■b.�IiIIIIIIIiI :K .�i. -4": smla�:ADa•:mRSd loAT. t, eRWa UICNTGU TR�. A ITLGrL�E: VSEProjectNumber:U1886.2181.211 UNAUTHORIZED ALTERATIONS, DETAILS 2 OR ADDITIONS TO A DOCUMENT 4_1 BEARING A LICENSED SCALE PROFESSIONAL,ENGINEERS pg SEAL IS'A VIOLATION OF., SECTION'7209(2)OF THE N.Y. NTS 16"O STATE EDUCATMel ON LAW 9-J. 9, Standard"Base Seam Solar Array#1. SolarArr Shad Numb e'rClamp with L Foot a450W'r Data:11.01.21 and-Lock 16"O:C. 6 P505-Optimizers '8-P505.Optimizers, Standard Base Metal Ribs 16"O.CClamp With L Foot T A r3 1 2 } �rL P.J.a:PvsyaiemPitch: 20.Deg Pitch: 20 Deg and Lock 16"O.C. '. " ROOF MATERIAL:STANDING SEAM Orientation: 65 Deg Orientation:'170 Deg Dr by:v h:a M.' 6.3:KW DC:(STC) :CONTRACTOR 14—AXITEC SOLAR 450W MODULES .(AC7450M H/144V): non�ame'nne een a��. 1 —'SOLAR EDGE 6.0 KW: (SE6000H—USOOOBNU4). APEX SOLAR POWER.64.MAIN STREET,: . 14—0505 POWER OPTIMIZERS — QUEENSBURY,NY.12804 (518)-309-2786 WWW.APEXSOLARPOWER.COM Sblar Power . CLIENT. : ftj,,f name and Idd— CAROL'&-]IM FISHER 99•MANNIS ROAD, - QUEENSBURY,:NY 12804: " PHONE.#:(518)798=5309. . DRAWING TITLE:. . MODULE MAP SCALE. . Nl`S ' • : .. - _ .. Data:11.01.21 Sheet Number [FOR INSTALLER USE ONLY], vrolea:wsy:tem 7 �� 6.3:KW DC:(STC1 . : : CONTRACTOR 14-AXITEC SOLAR 450W MODULES (AC-450MH/144V). . . � runt name ena aaaress 1-SOLAR EDGE 6.0 KW: (SE6000H—USOOOBNU4). APEX SOLAR POWER. .64'MAIN'STREET,: 14-P505 POWER OPTIMIZERS" QUEENSBURY,NY.12804 - - (518)-309-2786 . WWW.APEXSOLARPOWER.COM pex Solar Power . CLIENT. . . Prefeunama.nd address CAROL'&7IM FISHER.. 99 MANNIS ROAD', . :QUEENSBURY,:NY 12804: PHONE:#:(518)798=5309. DRAWING TITLE:.... •INVERTER MAP . . . . ' . `INVERTER SCALE. NTS -- Date:11.03.21 Sheet Number _ .. Stale:As ind]E ted . IFOR INSTALLER USE ONLY]: vajac:wsvaie �'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dnwn bHValun N.' CONTRACTOR - nam name and,.dd— APEX SOLAR POWER. 64.MAIN'STREET.: QUEENSBURY,NY.12804 - . . . . . . WWW.APEXSOLARPOWER.COM •.: �*0 ::..•: . �a Solar Power . CLIENT. /Single Phase Inverter ./Single Phase Inverter i With"HD-Wave Technology"for North.America .. With HD-Wave Technology for North America.: Pre,tanamaaneaddress .,Single Phase Inver..ter SB000H.U5/SE380OH,-US/SES000H-U5/SE6000H-US1. SE3000H7US/SE380OH-US/SES000H-US/SE6000H-US/ C SE7600H-US/SEIODOOH•US/SE11400H-US: SE760OH-US/SE1000OH-US/SE1140OH-US with I"�D-WaVe'TeChnolO.g'y.: m CAROL&_7IM.FISHER_ ♦ommowu ruruats 99 MANNIS ROAD' for North America oumnn n e , .SE3DOOH-US/SE380OH-US/SE50DOH-US/SE600014-US1 �' -. _ I" "!. I, :QUEENSBURY,.NY, 12904: SE76000=US/SE10000H-US/SE1140OH-US Tm srufDa•DcornvtuNa -I PHONE:#:(518)798=5309: — ~ N I '! • ,I .L I'.- I• 'msraturroN�srluncanoNs I ' _ I. .� I• No. RevL lan Notes Date J. Optimized installation with HD-Wave technology . rsomafrnNaealaRe eoaw.:m /.tnlrn sr.cmarna.foaNgruexl yeem�m'�naQ -•"-_- _.__.... __.,...,.. - . ' i wmafanraevg ernn.ry I[xlameN cmao - .: - . /over�ar�y�wmamhmo,.�eaemy '. /eensamavl..leM ma,au6g. ' 'eama•nanvmnev:rgmesaanevsern�. - .'/iinevcl[xp imeea fa lager Ce p ./ovfeeamairdoa'vednoan. - - - . siu[d fnNECM14—IMl,.pereNde. �/OpematRam��gageena ANSI D82a ' DRAWING TITLE.�.•.•. avnn,nd oval: Dasc asms>banvoat . . . . S �8f INVERTER 0 . _______�.._�_-•- -• Rmee' DATA SHEET 'SCALE. . NTS .. .. .: .. Deer.11.01.21 Shaet Nmnher, . . ." smote:�malieeea• : Drawn byN�ham M. ' - .:CONTRACTOR- Firm neme and eedmss ® POWer.Optlmiier APEX SOLAR POWER. _ 64 MAIN STREET; merlca QUEENSBURY,NY.12804 For North.A ' � (518)-309-2786 O Power Optimizer P320/P340%P370/P400/P405/P505 WWW.APEXSOLARPOWER.COM For North.America0 P340 P400 P505 P320/P340/P370/P400./P405/P505 • .;: .. : :a ex. m wPur. - • ' Solar Power . - - -T Raul Bent DC.Pater• 3'-0 340 370 e0J '45 SOS W . /�/. Abaluh l.Iemnum lrWt _ . - - - (-0 M 9Y" We " �.evlary ewe1 CLIENT. (t). 11 '10.1 la' 'Ado- .I I Pm1ect name end add— . E Lvnum DC hprt C�rrnl. 1375 L63 li.s Mc IAnvNm E'hrencr - \Vn"..l EA'r_TCY EBB. 'A 5 CAROL&:JIM"FISHER. FBI OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) 99'MANNIS ROAD, m rncl w.C.— IS Adc QUEENSBURY NY 12604: }.Imnam CAnP•rt Wt.}e W 55 IN /' OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE PHONE*:(518)79H-5309. INVEaeuRTER OF . - 5ar<g Wlge pa 1:01 .the . ' Far+oPv,.r,•r . N STANDARD COMPLIANCE m EVL FCC Ps D$Cbi R 1EC6M06-?IEC610� 61 6.3. _ No. - Re0n Nato Date $:fery .IEC6_a'9-I(d,,11 ul¢ry}ULU-' INSTALLATION SPECIFICATIONS ' IAa•rtrmr Atox.d Snan - Vi11TiY LW W - CamwuUleimeter} MSdmEd Lr9le PlnM erd Tknl'tite¢rva 1 L'9e 15J.33.5/ 129.169 s v-Y . 1.1 5 62v59/ ' Dinrrcr,n\ItV•Lv H1' R9v153s2i.s/5.1v6v tl Sf.6v I] . t.4)v L919 .Iv6a v23. min/m ' _ - \'Ii7k IIRI'Jdmn<at1eV' WO/le' ]SJ/ti Bi5/1.9 H'Gt/23 gr/Ib . InRM1Corre6or M1Ca", ONpn Wne iJir/Cueecta. Durb4Ir UL•d.Mc, 0N3.15rc lmrlr 095/30 12/39 'm/It' Dasalptlon InWtW,,Lv lh 0.:B/RS2 In/It alm9 TmynrxuroR -10-.85/-aO-.IBS •C./•F .. .. PV power optimization at the module-level tteo R 9 .�,NE3.V k. Rd:v eH�tr:St/' 0-= m ' 0.:.d SS jawiJtln ims,k U*Wdmm•5,,1���'mi:.aim-I " / Specifically designed to work with SolarEdge / Fast Installation with a.single bolt M1p+r+<ae onxtL4FSy inverters - - /'Next generation maintenance with module- _ Single phase Three Ph.Se 208V Three Phas.480V Up to 25%more energy level monitoring, a 'a ••, e °"°°?7 DRAWING'TITLE:. I.fini«n'Srrm3 Lagdr',PaQI B xJ le I. Superior efficiency.(99.5%) / Meets NEC requirements for arc fault cD°n �I P o/P o 6 B o protection(AFCI)and Photovoltaic Rapid ""'""""�" Ee 3"' z5 '2s 5°- 'OPTIMIZER / Mitigates all es of module mismatch losses, °—' '"` 9 tYP. Shutdown (PVRSS)" s7oo from-manufacturing tolerance to partial. Mm,U,,RF nrSi,.n! SIZUS-SEI.M. QS0 600V 12/50- W ,DATA SHEET shading / Module-level voltage shutdown for installer Psdlr15nr TdDi/N.na ln9dn •4t and firefighter safety SCALE. I Flexible system design for maximum space rid.r.M,,,,"o;.r,:a�a.>,m.�ml4,.//....,..n,3,•�,w.,Fr,rs-,ar.9-•,;.e,.,Pt utilization amn.P,nvm;.�r>_.•.*s�+J'�.n.ro..r�, - mr.}wrT nvas.a.30yvma.rbe:rrn rt-f nFG rxn1J�.nre.Nr.,+,¢u'eywryev9 br atvn ec lVlra�mervr: 'Fn SFrt}.3hAFe3.`rUf en Wt�..eamrn;}yrmfi'FAN p+9rr9Mmi9niq.av,r,v.,tNm3e mw•.m DFa9rP^vxbSEA11W31✓dWm ' - Ynn�....,rruram.•,,..3T,...md..w..nk�Pe la 7 •Fix µli:y✓SEJ314h•1•nfUf.SFiPL)'nn Alwnlmmf.11 rRmr{[rV.Yl,+vmgx}.nJ mir9r Fie u.m•nMmt3w rn�2r D-nmF ln.mt6s SEl/.fNLSECpN51 'NTS �+ ara nVewrrwn}.^nrdfnm.ceM>a-nd.mvrynwmLSM/ solared9 e.c0m S 1 1 T 'CC RoHS' solar ww a SI eet Numbv we.:u.oL.xL "'.,...`n' '•..w�M"",.n�.�..��"'ru°a.�.°'"n'°o�'rwonsu.aow........•.r•o.r•.,,.r�r.n..s..tro.t.,...a•.k Ngmm3Ax6 wr.P<..,mmrrganh.,m.. . ' stets:Ae mmatee. . br.Jea:w srsirm- . 10 D.—byNeWn N. - CON TRACTOR . . - - nm,name end address . APEX'SOLAR POWER, . .64.MAIN STREET.. (518)-309-2786 ' QUEENSBURY;NY,1'2804 ' I. /""-XITCC® - .. -AXITEC® WWW.APIXSOLARPOWER.COM' high"quality germon"solar brand high quality gormen solar brend. ' 430 -450 Wp •.• ... � •.:...::.apex /y9 $ .•.:g` iii AXlpremium.XL HC 43B"-450WP soia�Power AXlpremium A HC ✓ Eloctriwl Idatu Inle1end.1dCondtore(STC)1naEWnce IOD0 watVm;aped—AM 1.5 at acal telryerature of 25-C, CLIENT:, High performance solar module TVM N=,;&iuw "Ntlnn,aiweao. NmwwcurM "sronck°a°mew openci—r.ge k,od -rn,araan 144 6alfcell,monoc stalline , Pnoo .I„w "taco - ry" t 'AG4]OM1nuV '430 w4. '40.60V 10.WA 11.19A 4920V i8M% P DI aname and address German-Am a1M erican-Englneering 't-. ; ACWt V !3 M '9mv ,a.62A .112eA QQV 2001k• ti4 AC4a0MU144V 44Dw•p .41.00V 10.24A" 11.33A '49.WV 2024 Theadvaota es: ACi WA4411 . ' a15wp 41a0V" 16.8LA 11.40A 49,8Dv M47% CAROL"&'JIM,FISHER . g i 0,"50 t44V AMVVP 41AV. 10.88A 11.42A. 50.00V zeros .99•M/11NN1$ ROADS . ®: URY,15 years Manufacturers warranty - Q UEENSB NY 12804. . I linen' .umi..nw _ _ PHONE#:(518)798-5309 Fmrtsea 0.13 hxh(3.2 mm)hardened.bw !!0 b,We glue SyV-11age ISM VDC(LL)1000 VDC DEC) High module performance through , 'I Cam to rtOrmyat61ve hlgn enkicmy¢m MAWI Fm Panprmewe T E1(UL V03). Half-Cut-technology and selected materials I s eaawa Gm Vw eNm m CiAssc(IECO+reo)• Frnma .1.38 bat,l35 mmlasrnabmkium hems NOCT(roalw opm m cea lenpermurel- 45•C+1-2K _ iIa—i aremleedlR .20AA Guaranteed positive power tolerance h,yPmy4; ND. Reft,n Notes oat. from 0-5 Wp by individual measurement + L.w L"x40.87x1.38kxh(2094x1D38x35mm)' Per sbbopmamg• .weigh 62470w(23.8k91whhtmma to wahue, 40'Cb65•C/-WF1d 185E 100%visual electroluminescence Inspection p gaKN,yDy l,ad; pm eaemN wn4gaegreatmtlmn W In production DmIgn PSF1M.3PSF may fro apyled tP nw rrodWe) I' Ted b.00x.acuaAaolml SO PSFIMPSF 1 •NOCT.kraSltiw 800 W W.AM 15; High stability due to innovative frame design 1 PPwalDDnn4dlon •W."I��Tmperw.a2a`c ' ® Socha Pm—Ck IP68 . I tyro '4724 bcb AWS 11 •. High quality junction box I PIM-In"m, PSgMnWIP69.SlamrEVO@ DesalpU,n. and connector systems Vu.age UDD -0.27 VK CIIrtBN lea '. OA/e x11 Exclusive linear AXITEC high performance guarantee) { e aga4rrmp' baswx 15 years manufacturers guarantee on 90/of the nominal performance /"'�D 1w Iq npe amerce IE m ob D Ausarr rah e25 years mandfact(irers,guarantee on 85%of the nominal.performance, . hears a st o:caerard W DP? 200 W/mr. zzzA 39E4V . . 69oww 449A 4daay. DRAWING TITLE:. . Doo wmrr. aroA �m.ezv 0 .800 W41V 686A 4097V . gxREC 9 5 il10D Whn+ tObBA 41.40V . t w°"°°rare A MODULE DATA . $' as Vafuel - 9on 1, PecY491iq "asv 85% 1-e%morepower C U� US "AbdWDpkxsapalWm+" 30" SHEET. . EBos 90•.. after 25 years O M d Mpbc.e par MC--k-. 660 $. commercial LISTEII level warranty (P OTOVOLTAIWMDLLE _ SCALE' . .OVER S00 VOLT5)5JK4 _ _ - . E487509 .. .. .. AldlmeasbnBb4cA t 5 la 15. ,20' ,25 Yearn N T AXfTEC,LLC,510 PedrlekiDwn Road S0lto A,Lo9an Tolm.hl,New Jeraoy08055 LfSA.www4ndtae.olaceom ,1„an°`°I°.'°ewpd wmma a 1°°"°�m.,.'mwm>ti,,..a.,enmww...«a•.nonwe.mcwwd.�mlu.PD.mm.rmu.ma.an wwamtl.taaluam,nwma - rdm 7� P Pn D✓Dtlaa v4/YX[avm amP4MP+4nstl�Dre.vq.imm m.am DaaMerW eMNadxarmr.e,- - . Data:11.01.21 Sheet N—bb Pmjed:P/system Dawn 61nV.hm M. . CONTRACTOR' Flan name and address SnapNrac Ultra Rail The SnapNrackAPEX'SOI AR POWER. " 64•MAIN'STREET,; , Solar Mounting solutions is a sleek, lightweight solutionsolar modules •• QUEENSBURY,NY.12804 - . . (618)-309-2786 ' . . ; ' The Entire System is a Snap"to Install. ' - WWW.APEXSOLARPOWER.COM • •New Ultra Rail Mounts include snap-in brackets . Ultra . Rail for attaching rail = •Compatible with all the'SnapNrack Mid Clamps r •:•'•' Y and End Clamps customers love ' :. ":• �. "/\•Universal End Clamps and.snap-In.End Caps Solar Power provide a clean look to the array edge, Unparalleled Wire Management CLIENT. •Open,rail channel provides room for.runhing ' Wires,resulting in a long'lasting:quality Install Pralrttnameandaddr '':• Ind'ustry,best.tNire management offering :includes Junction.Bozes,Universal'Wire. CAROL"&_JIM.FISHER . . MLP.E Attachment Kits;and Conduit gg-MANNIS ROAD' Clamps System is'fully bonded and listed to UL 2703 QUEENSBURY7:NY 12804: Standard PHONE#:(518)798=..5309. The Largest Span Capabilities'of any Light.Rail Solution- This table was prepared in Ultra Rail;UR-40 Rail System Spans compliance,with applicable No. - 0.evWan Was Date engineering codes and standards. DO 1 M5 120 1125 1130 US MO US 150 155 160 165 170 1175 1 M0 1 190 Values are based on the following: 0 , t 3.,".ia: ,_ The 'Ultima:te- Value in Rooftop Solar ASCE7 10 -'Chapter 30'Wind Loads& h Chapter,7 Snow.Loads •Roof Slope:7-.27'deg 10 '� Industry • . • • zs Roof Height:0-30 ft� �: _'::�elir i4'"�-" '- �1 :^ •� s' � i1'°ki . Management • o •e •- to•Exposure:B .' - Desalptian Roof zone:1' ss 9rid S:e ', r,:; p":' 6", I , Module Orientation:Portrait 40 �, •Roof 45 Type:.Comp. - - _ so n. J An install •- Compatible 'Visit SnapNrackcom fordetailed- • •• span tables and certifications. 70 B0 ClampsAccessories 90 6 it Spans 100 - 4,nSpam,::, nD DRAWING'TITLE:. . uo Start ® • e . RACKING DATA. Quality. Inn .• . eSuperior. :SHEET . RESOURCES snapnrack.corn/resources ' DESIGN snapneack.com/configurator to optimize SnapNrack Solar Mounting Solutions are engineered_ al use and SCALE. improve - WHERE TO BUY' snapneack.corh/where-to-buy NlS . Data:31.01.21• Sheet Number. . " Drawn M/,Va1un Id. ' CONTRACTOR . Flan name and a'1ress ' GroundingI , _ g r WIAPEX SOLAR POWER, 64 MAIN'STREET,- QUEENSBURY,NY.12804 . .. •. MID CLAMP ASSEMBLY.. .. .. - .. (518)-309-2786 System Bonding Methods �`��� INSTALLATION INSTRUCTIONS-SNAPNRACK.GROUND LUG WWW.APEXSOLARPOWER.COM o"SnaPNrack Mltl Clamp \\ ,l�V-_ --_ ®SnapNre[kAdjustable End Clamp BB BONDING PIN \ r-•••••i••a�:p.e.x o SvapNmck UR-40 Rail Splice s _ MODULE \' -,�\ /�f ••e .e = Solar PowerRtAME . O Sn6pNmck UR-66 Rail Splice tAL °.w`��\ ��\ CLIENT. \ CHANNEL N9t 1)Snap the SnapNrack Ground Lug' 2)Place grounding conductor Into 3)Tlghtun'hardwaro to 16 ft-lbs." Prated name and add— Note ' PAu Into the rail channel on one rail par . . .slot underneath-split ring washor.- SnapNiack module module row. - - plDTAL) CAROL"&'JIM FISHER .� 99 MANNIS ROAD; Ground Lug only Listed QUEENSBURY,NY 12804' to promrilybord that conductor PHONE#:(518)798 5309End Cl.mps) INSTALLATION INSTRUCTIONS:ILSCO LAY-.IN LUG S`UCE' nTOTAa . No. Revlslon Notes Date SmipNrack Ultra'stall Splices contain Integral bonding clips I n assembly to properly bond tho system \ f \� SnapNrack Ground Lug Assembly \.. Desalptlon.. -ISX1'mLTSi .•• l.. . '/ WRH SH3T IDCI(WASf�iSS . 1)Diill and doburr:a 1/4"hole in 2)Place grounding conductor Into 3)Tighten set screw per Ilsco'd tho back side of the rail for the slot recommendation tine below). \�\ �, 'llsco lug to attach to,place the bolt \\^�,� /,-sNAHnADC IiCAI1D' through the hole,and attach the lug - \\` asi,611AWG ass.emblY on one rail per module \ ."•.> row. 1114 and ttrairded copper.25 . . . . . In-lbs for 48 stranded copper,and 35 �. � . �, \ \ mPPecvmre.Trv. . DRAWING TITLE:. RACKING SPECS SWMIAO( UnIven,01 End Clamp(LEC)does not bond modulo to roil Be sure to separately ground any modulip,that ate only secured by VECi� VL7PA SHa6 RAIL SnariNinckmearnim.nds that bars;copper never came Into contact with aluminum. especially during servicing BOW.16 SCALEG—riding with. landlord Its-GEIL-4 DST L,.,q is.listed alternate and mquk.drilling of.h.li,1.the mll. O MRflNU Itsco hardware connOctirtato mill 5 -lba.Toretre For lug lat scrow-010-214 solid and t,.ndod copper-20 r-lbsi.8 stranded Wpp.r-25 51_ •'NTS . Date:12.0121' Sheet Number . . Sale:As mdl®ted . wo)ect:PJSystem 13 . Dmsvo bwv.hm M. . CONTRACTOR D78 erm name'pnd peeress "�tl'U t ral APEX:SOLARPOWER. . NGZ��ERS'. 64.MAIN'STREET,: ' _ - - - QUEENSBURY,NY.12804 September"2.2020. : .'(518)-309-2786 WWW.APEXSOLARPOWER.COM SnapNrack. 775 Flero Lane,Ste.200. San Luis Obispo,CA 63401. �'• �'� a TEL:(877)"732-2860' S6 .M'�eex1ar Power Attn;:SnapNrack-Engineering.Department. Re:SnapNrack'pre-engtneeredPV.racking systems:' CLIENT RL Universal System(Report#2019-02916A.01 and 13,01) - PmJea same aad Address' •' .S200 Ground Mount System(Report#2017-00240-D'.02) •' UR40 Railed System.(Report#2017-03227.11) • UR60 Railed System(Report#2018-11940.03) CAROL'&;7IM.FISHER• . 99'MANNIS ROAD, . Subject:Engineering certification for the State of Newyork. QUEENSBURY, NY 12804: PHONE.#:(518)798.5309: . PZSE,Inc.-Structural Engineers has provided engineering and span tables as presented in the above referenced reports:All information,data,and analysis therein are based on,and comply.with,the following building codes and typical specifications: Building Code's:. 1. ASCE/SEI 7-06,7-10&7-16,Minimum Design Loads.for Buildings and Other Structures,by American Society of Civil Engineers 2. 2020 Building Cade of New York State,by International Code Council,Inc.&New York Department of State '3: 2020 Residential Cade of New York State,by International Code'Council;Inc:•&New York Department of State 4. AC428'Acceptance'Criteria for Modular Framing Systems Used to Support Photovoltaic(PV) D.,dpU n Panels,November 1,:2012,.by ICC-ES 5.'Aluminum Design manual 2015,by The Aluminum Association,Inc. 6. ANSI/AWC NDS-2018,National Design Specification for Wood Construction;by the" American Wood Council This letter.certifies that the.design'criteria and design methodology for the SnapNrack product-span tables are in compliance with'the above codes.Please refer.to the system specific Engineering Certification Reports(listed above)for system speck design criteria and limitations. . DRAWING TITLE:.' If you have any questions on the above;do not hesitate to call. OF NEK. RACKING * CERTIFICATIONIt • . Prepared by: PZSE,Inc.'—Structural Engineers — :b` SCALE. Roseville,CA 1388 CFESS1, . :NTS DIGITALLY SIGNED 1478 Stone.Point Drive,Suite 190, Roseville,CA 95661,' . 9-2-2020. Date:11.0121 Sheet Number, T 916:961.3960' .F 916.961.3965 W www.pzse.com Scale:M tndiipted Experience. I Ul(egiity. i Eriipowermertt 'Pmrea:Pvsysiem 14:' D--ble%i h m N..' . CONTRACTOR' •.. . . Nmt game end adde APEX-SOLAR POWER. . SNAPNRACK RACK OFFERS A STANDARD AND WIDE BASE SEAM CLAMP TO FIT A VARIETY OF' BIN: 64.MAIN'STREEf,: THE ULTRA RAIL CAMMINGSFAM CLAMP IS A REVISION:. . 04 NON ROOFTENETRATINGATTACHMENT FOR SEAM ROOF PROFILES.PLEASE REFER TO SNAPNRACKS-SEAMCLAMP TESTING-APPROVED T' - _L 5012012 NEWDFA% WA � QUEEN18)-30 NY.128- SEAM ROOFS 'PROFILE LIST"FOR FACH'SFAM CLAMP'SAPPROVED PROFILES• — (SIB)-309-2786 W W W.APEXSOLARPOW ER.COM REFER TO SNAPNRACK ENGINEERING CHARTS — . FOR APPLICABLE RAIL SPANS."-BIN"NUMBER ON CHART SHOULD MATCH"BIN"NUMBER ON THIS — ;�.::•' :DRAWING • ••. LAMMING SEAM CLAMPS ARE SPECIFIED WITH A. .. - - •:��'•:" ,p.e.x SLAO(OXIDE S.S.BOLT, IT ISIMPORTANT-Tolar Power USE•THEPROVIDED.BOLT: - - REFERTOSNAPNRACKINSTALLATIONMANUAL' .. .. .. .. - .CLIENT. FOR M6"O HARDWARE TORQUE SPECIFICATIONS_ STANDARD BASE SEAM CLAMP. WIDE BASE SEAM.CLAMP ' RAIL CAN BE MOUNTED ON EITHER SIDE OF THE Prated name and.address WRIEVELWGDETAILS,'REFERTOSNAPNRACK SNAPNRAIXSEAM'CLAMP SNAPNRACKULTRARAILALL CAROL'&.31M-FISHER, . .PURPOSE L-FOOT(90') "" DETAIL DRAWING"SNR-DC-W332 ULTRA RAIL,, - ROTATION LOIX' - •99MANNIS ROAD•, ' COMPONENT DETAIL,.LEVELING EXTENSION KIP.' - QUEENSBURY, NY 12804: PHONE (518)798=5309. IMTWRTANT:ROTATION LOCK MUST FIT BETWEEN THEALTRA RAIL MOUNTING CLAMPS . AND ALL PURPOSE 90e L FOOT AS SHOWN. MODULE HEIGHT OFF SEAM CLAMP,RANGE: ne.- rtevlslon Notes . pate .: .ULTRA.RAIL _ _ 6 UR=40:3Y"-4%" MOUNTING CLAMPS. - .. S.S.BOLT. .UR-60:4Y",-SS6". SNAPNRACK STANDARD.BASE SEAM CLAMP.SHOWN: . WIDE BASE SEAM CLAMP ... . INSTALLS IDENTICALLY . ..ALL PURPOSE 90e L FOOT. SEAM CLAMP - - 'oescnPeion 'CAM,TY.P:. ROTATION LOCK ASSEMBLY 'THREAD INSERT; . . . TYP.. _ .HEIGHT VARIES FF 1 BEGIN INSTALLATlON, ' 2.PLACE OPEN '3.TORQUE BOLT TO DRAWING,TIT LE•• . I' WITH THE,BOLT LOOSE . .CLAMP ONTO SEAM SECURE CLAMP,AND - I ZY4^ L-FOOT ONTO SEAM '. ' AND THE CLAMP IN THE'. � � � . 'OPEN POSfRON. .. .. .. :ATTACHMENT: � '. SEAM,CLAMP INSTALLATION UR-40 RAIL J.UR-60 RAIL DATA SHEET' FOR USE WITH SNAPNRACK ULTRA SERIES RAILS V - ••• SCALE• - SunlunSouthLLC DESIGNER:'G.MCHPEETERS STALE: ' DNS: 'DRAWING,NUMBER:. DESCRIPTION: REV:. ' ���U\J��uC M.AFFENTRANGER . SNR DC-00342 ULTRA RAIL;Al7ACHMENT DETAIL;SEAM i. Solar Haunting Solutions aPPRovED sr: B.PETERSON DATE: 5/7/2019 CLAMP 1 NTS Date:11.01.21 sheet Number. Scala:As IrdlEted . r'Br� 1tI CONTRACTOR IIIIIIIIIrIII�'�I'ICI�IIIIPBaler Ropld Shutdown Kit-Installation and Conf)guration(Single Phase Inverters) Pirmnameendaddross Rapid Shutdown Kit' Installation and Configuration, s The rapid shutdown cables have a resistor connected to one'end(an the red cable).Connectthese ends to the switch, making sure that the red and black cables are reversed relative to the cables"connected at the top of the switch(going into APEX SOLAR POWER. (Singl@;BhaSe I nVert@rS) the DC side conduit between the Inverter and the Safety Switch),as detailed Below.Apply torque oft N•in(181b'iri): 64 MAIN'STREET,* " QUEENSBURY,NY.12804 This document describes how to'installthe apid shutdown kit In the SolarEdge Safety Switch,and how If the to enable the rapid • - cables at the top are red and black from leftto--right,connect as shown below. -309-2786 - (518) shutdown feature In the inverter in orderto provide the functionality described in the Rapid Shutdown clause of NEC2014 " " Rest-)Bladt(.) ' . . WWW.APEXSOLARPOWER.COM . 690.12(1)through(4). r - o a Kit Contents. :•: VI 0 : - .. .:.a.pex Rapid shutdown cables - .. .. IJ�p _10LI Y !�••� (Optional-For older invert ers only)Mcro-SD card and SD card adapter with firmware files(Notea)O NOT THROW AWAY _ ,G =1,i ;;- , OO�, , THE CARD AND THE ADAPTER;keep them for installation.of other rapid shutdown kits) Cable Installation " CLIENT. Perform this procedure before connecting the strings to the Safety Switch[Chapter 4:Connecting the AC and the Strings to the .• '� .. Pmled came add address Safety Switch In the SoforEdge'Installation Guide]. - "'1 Turn the Inverter ON/OFF switch to OFF.If Instailingthe kit in an Inverter that Is already operating;wait until the LCD" _ -- ..indicates that the DC voltage is safe(<50V),or wait five minutes before continuing to the ne#step: - !CAROL&"7IM FISHER, . 2, Tum the Safety Switch and the ACswitchon the main crcuitboardtoOFF.' Bloc, RodH)W. Nd 99'MANNIS ROAD'' sh tdmm resistor. QUEENSBURY, NY. 12804: .' ffyou cannot see the Inverter panel,or if a m1functlon is lndlcated on the LCD panel,watt five minutes for the input _RgmaL Rapid hdown caN,,omcad=opnonI' PHONE.#'�51'8�798-5309: capacitors of the inverterto discharge. .3" Loosen the four Allen screws on the front cover of the Safety Swltch,and open the cover. - n If the cables at the top are black and red from left to right,canned as shown below. 4 Carefully disconnect the two DC cables from the left side of the switch and from the DC connection spring clamp terminals, ' • ' ' .as illustrated below'.Use a standard straight-bladed screwdriver to dlconnect the cables from the terminals.. elack Rod hI No. Rev ,n Notes Data . DC L Disco—have Ir C;a d,1 .itt•1f i II (r c 70 �o O'• O IJ OOi `"'��. O CIO? I - 'l'a DC,.Dr, r:na�►I.l - - .. .. - .. oc wmearon Irnroams r r (�s0 00 LCII =�.__` O ❑O '0qo oi.eonn.etriare. 0 o� U o ® Cqi Red k•l•ddm mpd maa(-0 ' . . shutdown resistor 1• y , Npure s:Rapid aliutdown cads eonnaet.d-pp4on 6, Use a standard straight-bladed screwdriver to connect the othei endpf the rapid shutdown cables to the DC connection n- - Figu,a t:la.ido tha A=C Safety ew_een spring:clamp terminals:Cannectthe black cable from the switchto the DC-terminal block,and connect the redcablefrom - DRAWING TITLE:. the switch to the DCf terminal block.. .7 Check that the cables are located and connected In the correct positions to ensure the rapid shutdown functionality: - .SE RAPID SHUT . E Close the cover:Attach the switch cover and secure It by tightening the'four screws with a torque of 0.9 ft.-lb/1.2.N?m. DOWN-SPECS SCALE. . The interest components mayvary depo-bag an the Safety switch model:the figures In this dowmenb showthe AUDCSafety switch for sinRie phase za-11.4kwi weNers NTS RopfdShrddown Rltlnstallacon-MAN-01•gg186-1.6 Rap1d Shutdown'Kit itutnRatlon=MAN-01-OD186.1.6' " .. .. .. ." - .. .- Data:11.at.21 sliest Number . . As tndlrated' . 'Pmlea:w system D.—by:Vahan M.' . intertek ra4 tiHNippm int�rt�k` I Iaaau+,am�wl' - -Ts4ytva Wr:i36a418 burpvaanua.[ la�graa:W1..�16 - . .. . 4ph Imerteim • Subject:ETL Evalwlbn of SoWrEdge PruduN to NEC 101711auid Shutdosm RryulremenU SE3000A-US/SE38011A�US/SESOOOA.US/SE6000IWS/SE7600A-US/SEIOCOALS/ .. - a SE11400A4/S/SE3WOH-US/SEBBOOH.US/SE501 U0 /SE6 14-US/SE7600H41S/ SEIOOOOH-US(SE11400H415 when the fbUming label is labeled—he side of the' -To.whom H mar mnrern This lenq repmsentsthe testing iesults of the below listed produna to merevahemenls remained in the following standards: - . . . . Natlnndll3edricearie,zpv,senlon69a.11reQuimmeotfurrapdshummim. -- PHOTOVOLTAIC RAPID '. Uu741,UL 1741 CRO for rapla shotdown . . �HUTDO,WN SYSTEM'" .. - The euboaUonwas done on the In/WIdShutd—is System lPVRSSL and covers lnstllations onshcrta a " ofWUmirsnand inserter with part nuriibeb fisted below. . _ .. Inverter pan wmbermry he(oeowed try a suli'u - - The testing done has verified thatcontrolled mnductorsam matted to: - Not mole than 30 volt[aM ld0 vdtamperaswlthin 30 seconds of rapid shutdown lnitlatim 3 olmE9 SKU ESKUS/3[IOKUS/SE1dAKU5/SE10KU5%SE301N3/SE333KU5/SE4.3.7KU5/ outside the pray. - - SWUM/SE100KUS;when the fdloneing label is labeled on the side of the Inwiter. -Not morn Nan 80 voli+and 140 voltamperes within 30 uconAs_al rapid shutdownlnitlaUon " • Inside the array.... The sapid shd uoenlnitiationisperfor aril by either dm srmecsi g the AC lead to theimenay or—If the Inverter DC SaIM mItch is maGFyzrtan,ible 7 by tummg off the DC Satvyswuai. —PHOTOVOLTAIC RAPID .. . . HUTDOWN SYSTEM APplksbleproducts: . Power optlm4ars: - _ Invr,t.panwmherrnaybefolbwedhyasuN4 o PB(oaswed N.001tn350;fdlowedby-AOBW-TR. .. - f': . : .. OPfd owed by 001 to 500;followed by'-LV,--W,-Nor-W. - _ If them am arty puesiesIs regarding the results contained In tlds report,or am/of the other serWm P fu0owed by 001 to 850: - "offered byedenek.please do not hesitate to contact the undersigned. Sp followed by 001 as 350: ." .. .. . P4001 - -When op0nizan am wnnerzed to i of mare modules In series,the now,bponVoltage may eueed8W.Eo0owbgthe Implementation of the NEL]017 rapid shutdown value _ of 80V max inside of the army at the begin"of 2019.modules eareedrg this ' rvmbined Insm Nx ealtage will be required to use optbKa,,with parallel IMiA. ' Imo WmmvbnblmPeevaaew mom aaennt�mimEbpowxemp.tM1awrm��pae��hunw wbWdst mluaw e¢8vbe ime dew+Y.mem wq mpmnee4pamwe,aveapemwannrinn�mmriimCEaperL . - Imenatraspvmn[NaaealIDYvaltr0eroae Eva WcaWUmv mra,erymnapaN, - - _ tr1�v19�treaavdtllt/mmammyanureearo0n wveww�dam Iaeyoennn Hraaasverearaaamrm mrprr. . mho eanropa C[axbaxoGam MTemeawnem.Marba,e.pvr.wdar�osmsonNbr OmusampbNmnwbrt - Wve�nbaOWem naaaiLsw JhPagatamd b'is'w genw.wdat yvacmhc4tr/paua Gpoclam'a�w:. ' Ary vberra4we a4 refW mVa dal oo Mra4 ma/bpa+mr{iv colok6 gN/tla Okm a."n.u.ibaq and .Nry ooim.Nmao raaJn+n Cu aeon av r[Want o1Ymib am(b ev V60*Nv COon aauta4iNLctyr of. ditaWeaeahbma4m mbm4yecnMb erberl. di2�Ome tb beamaem.ad MNMnnbe"armY - - . - t)211g Y4Mea - "OM Vanxxrc 0:arplmnbu 2018 Pope l mil - OR-0M1IOe' � Venom 66epmvbar�2010, Pergola Gff - ,GR�l e oa, , as se a/1as ate . �. m aon - u 1p 0 In m m a o, 0 so se m m ggRggR wag& .a .. mx.151 '. $. .� m : =p A :. :.•e pmaom" . :� •.. D x. g. M Z a rem. , !n.3 r m X'. V N Z A �. W.D n U) -Z c�. p o NcZf� m r. o, w�0: . �'z .'� avNZA n �. . � a CD.x JOB NO-4 U1-886.2181:21.1 r*m& SUBJECT:-WIND PRESSURE . ..:.:. E : n G. I . .n PROJECT:.-. Fisher. Expansion.Residence Com orients and Cladding Wind Calculations. Label:. Solar�P`anelFArraypz `' ' Note:.Ca ICU latiohs;pet ASCE.7-10,. _ . SITE SPECIFIC WIND:PARAMETERS: Basic Wind-Speed [mph]: 115.:. . . Notes: Exposure.Category: D :Risk Category: . II -1 ADDITIONAL INPUT& CALCULATIONS:... Height.of Roof; h Lftl: _ :y2'S= (Approximate) Hip?_. . Comp/Cladding Location Gable`Hip Roofs 7°<6<27' - �` No Enclosure Classification: VA,tlosea,&! PdMgs Zone 1 'GCP: _ ;.`NT'_ i Figure,30.4-2B ..(enter negative:pressure.coefficients) l Zone 2 GC Pi7 Zone 3 GCP: 2:,"6 a: 11.5 ., Table 26.9-1 z ft :. g [ ]. . . 700: . .Table 26.9-1 : Kn: : : 1:1.3' . . Table 30.3-1, . Kt: 1 Equation 26.8=1 Kd: 0.85 Table 26.6-1. . :. ..Velocity,Peessure, qn [psf]: : 32.4 Equation 30.3-1 GCP;: 0. .. Table 26.11-1 PRESSURES: P.'=qn .GCp: - .GCp, Equation 30.9-1 Zone 1,:p [psf] . 29•2. psf.(1.0 W,.Interior Zones; beyond 'a'from roof edge) Zone 2; p-[psf] 55A ... psf.(1.:0.W, End Zones,within'a'_from roof.edge) Zone,3, p [psf]: . 84.2. . _psf(1.0 W, Corner Zones,_within 'a',from roof corner) (a-. .3 ft). . .. . : JOB NO:::U1886:218:1:2:1:1 . .. : . �T �;� ,::SUBJECT.: CONNECTION �. PROJECT: :.' Fisher Expansion.Residence: ::Calculate-Uolift- Forces on Connection Pressure 1. Max Trib..: Max Uplift 0.6 Dead -0.6 Wind) Areal Force ,. Max Trib..W idth ( z . . Ibs (ft) (psfl (ft ) :(. .. ) Zone 1 15.8.: - 1.3 . 4:6 . . 73 Zone 2 31.4 ti.3 :_4.6 . 144 Zone 3 48.9 1.3 -4.6 : 224 Calculate Connection Capacity Roof,Connector: SnapNRack Wide Base:Seam_Cfamp_:: Additional:Connection.lnfo: w/L' Foot& Lock ,.� Ultimate.Capacity3.[lbs/in]' 146,3 Factor of Safety: 3 Qty. of Connectors: 1 Prying Coefficient: 1 Total Capacity.[Ibs]: 488 Determine.Result.. Maximum Demand: .224. .; Connection_.Capacity: .:. . ... .488 Result: Capacity> Demand; Connection is adequate: Notes 1:'Max.Trib.Width!is the width along the rails tributary to the connection. 2. 'Mak Trib Area' is the product.of the Wax.Trib Width'and 1/2 the panel.width/height perpendicular to the rails: Q) rails.per roue of.panels..Length:of panels perpendicular to.the rails shall not exceed 82'.'.. 3: Ultimate capacity-values.are from.manufacturer:testing. Roof deck model is unknown or has n6t:been tested fo.r this connector.The capacity used'is based on conservative,values:froni testing of the connector.on similar. r6of'deck model.:.. 4: Install metal roof.connector per manufacturer's written instructions,with recomme.nded.fasteners when: indicated. JOB NO.: U1886.2181.211 s. T.:� ■ 0 . . .. .: :SUBJECT:.GRAVITY LOADS. .. .... , ;. ... E . [-i - -a- r. f-1 : ..E-,. .E 1R S. .. .._ PROJECT:.. Fisher:Expansion.Residence GRAVITY LOADS Roof Piteh:. 4.4 :12 Design-material Increase due.to Material.weight ROOF DEAD,LOAD (D). . . weight.[pSfl. . : pitch Metal Seam: 2.7 . 1.06. 2.5. Plywood 1:1 1..06 1.0 Framing*: . 0.0 : 0.0. - . Insulation 0.5- 1..06 0.5. 172"GYpsum Clg, 2.1 I.P.Q. 2-0 M, E_& Misc.. . . 3.5- :3.5 . Total Existing Roof DL 9.9 PV Array:DL. 2.9 1.06 3 "Self weight-of framing members calculated on-beam analysis page ROOF. LIVE.LOAD (Lr) Existi.n Desi n.Roof Live Load: s 20 ASCE 7-.10 Table 4.3-1, g: . g . [p fl Roof Live Load With PV Array[psf]_ 0 2020 Residential Code of New York State,;Section R324.4.1.1 SNOW LOAD (S): Existing.. w%.Solar:Array Roof Slope.[x:12]: 4.4 4.4 Roof Slope.[']: 20 : '20: Ground.Snow Load, pg [psf]: . 50 50 ASCE 7-16,•Section 7.2 Terrain'Cate ory: D D ASGE 7,-16;Table.7.3-1' 9 :Exposure of.Roof: Fully Exposed Fully Exposed ASCE 7-16;Table 7.3-1 Exposure:Factor,.Ge: 0:8 0.8 ASCE 7-16,Table 7.3=1. Thermal_Factor, Ct: 1.1 1.1 ASCE'7-16,Table 7.3-2: . Risk Category: I I I I ASCE 771-6,Table 1.5-1 . Importance Factor,.ls: 1.0 1.0 ASCE.7-16;Table 1.52 Flat Roof Snow Load; p-.[psf]; 31 31. ASCE 7-.16, Equation 7.3-1 Minimum Roof Snow.Load, pm [psf]: 0 .0 ASCE 7-16,Section 7.3.4 Unobstructed Slippery Surface? Yes Yes ASCE 7-16,.Section 7.4 Slope.Factor Figure: . Fi ure 7-2b: Fig ure 7-2b ASCE 7-:16,Section 7.4 Roof Slope Factor, Cs: 0:83 A. 0.83 ASCE 7-16;Figure 7.4-1 . . Sloped Roof-Snow Load, ps [psf]: 26 26 ASCE 7-16, Equation 7:4-1 w 26Desian Sno pf Fb F 9 Abbrev GRADES (psi) (psi) . ' E�(p"si). ' (Ibtt) . E C•TO R JOB NO.: U1886.2181,211' DFL#i oFLa1 1,000 ' ieo 1,iao,o0o 3i. 'E rl O' I rl 'E E R.'S : DFL#2' DFL#2. 900 180: . '1.660.000 '.32: . .DF7' X DFL#1 5X5 d LARGER 1,350 176 1,600,600 32 , SPF#2 SPF#2 875 -135., 1,40D,000 .26.2 . SP#2', SP#2'. 1,100 175 1;40D,000. 34.3- PROJECT:.Fisher Expansion Residence . SUBJECT: BEAMS 24F-V4 z4P-V4' 21400 .240 1;80D,000 32 . 24F-V8. 24F V8 2,400 240 1,800,000 LVL 1.9 LVL 1:9X106E 2.600 285 1,900,000 •40' DESIGN LOADS: Load Types: Snow. Live. Dead' LVL(z.D) LVL(2.0X706E). 2,200' 285 2,000,000 42 Roof r 50 20 LL 6 CRITERIA(u) DTL DLL' .. DDL LSL LSL(1.3X106E); 1;700 '400 1,300,000 42 .Solar _ I 2.9^ jsLAMq 120 180 "S7L36 GRADE 36 STEEL 21,600 14;400 29,000,000 490 ' •`_—— "• STL46'. -GRADE 46 STEEL'. . 27,700.16,500 '29,000.000. '.490' STL50 GRADE 50 STEEL 30.000 20,000 29.000,000' � � 490' Point:. •Point o Add'I Add'I' �. Live. Dead Roof Floor" Wall Live Solar Paint Dist Load ' Load 1.5DC Length Tnb Trib' Trib Load : Load : Load >. a PLi �PDi o m Nlm�' Mom, V_.. V,b Dn D DLL: Dy,,w GLB' Label 'L'(ft) (ft).- (ft). (ft) (PIS) (plf) From a) (ft) �(Ib) (lb) m Grade Size � j Cr " CD. C61 Re(lb)• Rb Qb) . (ft-lb). (ft4b) (lb) (lb) (in) .: (in) . (in) (in) Camb Check' ' Rafter, 8.0 1.333 3.9 1 DF1 5X 4x4 1.15 .1.15 1.00 328. . .328 657 1587 '301 2085 -0.222 .0.800 0.180 0.533 . "' 0.41 M ' Beams. 6.3 4.5 13.2 1 DF1 5X 4x4 1.00 '1.15 1.50 837 . 837 .1308 1387 759. 1597 :0.460 0.625 0.386 0.417 0.94 M House 9.1 1.5 4A 1 SPF#2 2X6 1.15 1.151. 1.30 409 .409 9301. . .946 . 368 854 .0.476 .0.910 0.397 0,607 . 0.98 M i ■. R ­ — � -n . G . .I:: 1-n_ . E:. .E. ..R : .5. .. . . VSE Project Number:Ul_886.2181.211 ; February 7,2022 Apex Solar Power 64 Main Street Queensbury,:NY 12804 .. REFERENCE: Fisher.Expansion Residence:'99 Mannis Road,Queensbury,NY 12804 Apex.Solar Power Project:422238 Solar Array.Installation To Whom It May Concern: Per.your request, we.have reviewed the-'existing structure at the.above referenced site: The purpose of our review was.to determine.the,adequacy of the.existing structure to support the proposed installation of solar.panels.on the roof as_shown--on the panel layout plan:.. Based upon our.review,we conclude that the existing structure is adequate_to support the proposed solar panel installation. Design-Parameters Code:2620 Residential Code of New York State Risk Categ o II .Category: . Design wind speed,Vult 115 mph (3-sec.gust) . - . . . Wind exposure category:D . . Ground snow load,Pg;5.0 psf Existing Roof Structure . Roof structure:true 2x6.rafters @ 24" o.c.: Roofing material:metal seam. Roof slope:.20° Connection to Roof Mounting connection:(1)SnapNRack Wide Base Seam Clamp w/L Foot&Lock at max..16"o.c.along rails (2)rails per row'of panels;evenly spaced;panel length perpendicular to.the rails nof.to exceed 82.4 in.Rail cantilever shall not exceed 50%of connection spacing. Conclusions .. Based upon our review, we conclude that the:existing structure is adequate to support the proposed solar panel,installation. See attached calculations. The solar array.will lie'flush-mounted(no more than 10" above:the roof surface) and parallel to the roof surface. Thus, we conclude that any additional-wind loading on the structure related to the addition.-of the proposed solar array is negligible.. The attached calculations verify the capacity.of the'connections of the solar array to the existing roof against.wind.(uplift); the.governing load case. Because the,increase in lateral.forces,is-less than 5%;this,addition meets the requirements of the exception in Section AJ601.9 of the 2620.Residential Code of New York State:.Thus the.existing lateral force.resisting system is permitted to remain unaltered: 651 W..Galena Park Blvd.,Ste. 101/Draper.,.UT 84020./-T(801)990-'1775/,F(801)990-1776/www.vectorse.com, VSE Project Number: U1886.2181.211 . Fisher Expansion Residence . ! 2/7/2022. E n . .G' I,. :-h E E R S. Limitations Installation of-the solar panels must be performed in accordance with.manufacturer-recommendations:.All work performed_ must be.in accordance.with accepted,industry-wide methods.and_applicable safety standards. The contractor must notify Vector Structural Engineering,LLC should.any damage, deterioration or discrepancies between the as-built condition-of the. structure and-the condition described in this.letter be found.:Connections.to-existing roof framing must be staggered;except at array ends,'.so-as not•to overload any existing structural member. The use of solar panel.support span tables provided by others is allowed.only where_the building type;site conditions, site-specif c'design parameters,'and solar panel configuration match the description of the span tables.The design of the solar panel racking.(mounts,rails;.etc.)and electrical engineering is the responsibility of others.Waterproof ng'around the,roof penetrations.is the responsibility of others..Vector Structural Engineering assumes no responsibility for improper.installation of the.solar array: VECTOR STRUCTURAL ENGINEERING,LLG NY Firm License:COA-081423 o� • 0 7 . 22 , Jacob Proctor,P.E. Unauthorized alterations or:additions,to this letter which bears a .NY License:.102527=Expires:01/31/2.023 licensed professional engineer's seal is a violation of Section . Project Engineer. 7209(2)of the MY:State Education Law Enclosures JSP/j oc 65,1 W.Galena Park Blvd.,Ste. 101/Draper.,.UT.8:4020/.T(801)990-1775/.F(801)990-1776/www.vectorse,com.. JOB NO.: U1886.2181.211 SUBJECT:. WIND*PRESSURE E n G i n E E -R S PROJECT: Fisher Expansion.Residence com onents and Clackrig Wind Calculations. Label: Solar Fanel,Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND,PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: D Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 25: (Approximate) Hip? _77 Comp/Cladding Location: GabWW Roof . <9 s 27° No_ . + Enclosure Classification Enclose'-d Buildings Zone 1 GCP: q'9rFigure.30.4-2B (enter negative pressure coefficients) Zone 2 GCP: 1::.7 I Zone 3 GCP:[_� 6 a: 11.5 Table 26.9-1 z9 [ft]: 700 Table 26.9-1 Kh: 1.13 Table 30.3-1 Kt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-.1 Velocity Pressure, qh [psf]: 32.4 -Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: p=qh GCp — GCp; Equation 30.9-1 Zone 1, p [psf]: 29:2 psf(1.0 W, Interior Zones,beyond 'a'from roof edge) Zone 2, p [psf]: 55.1 psf(1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 84.2 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) JOB NO.: U1886.2181.211 - SUBJECT: CONNECTION In e i In E E R S PROJECT: Fisher Expansion Residence Calculate Uplift Forces on Connection Pressure- Max Trib. Width 2 Max Trib. Max Uplift. (0.6 Dead -0.6 Wind)" Area Force (psf) (ft) �ft2) (Ibs) Zone 1 " 15.8. 4.6 73 Zone 2 31.4 f`1;3.._ ..' - 4.6 144 Zone 3 48.9 1:3 .: 4.6 224 Calculate Connection Capacity Roof Connector: SnapNRack;lNide BaseS`eam Clamp Additional Connection info. vv/L Foot & Lock` Ultimate Capacity' [Ibs/in]: 1.463 Factor of Safety: 3 Qty. of Connectors: 1-' Prying Coefficient: 1 Total_Capacity.[Ibs]: 488 Determine Result Maximum Demand: 224 Connection Capacity: 488 . . Result: Capacity>.Demand, Connection is adequate. Notes -1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the'Max.Trib Width'and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 82". 3. Ultimate capacity values are from manufacturer testing. Roof deck model is unknown or has not been tested for this connector.The capacity used is based on conservative values from testing of the connector on similar roof deck model. 4. Install metal roof connector per manufacturer's written instructions with recommended fasteners When indicated. `F JOB NO.: U1886.2181.211 FZSUBJECT: GRAVITY LOADS i= nr= i n E E R s PROJECT: Fisher Expansion Residence GRAVITY LOADS Roof Pitch: 4.4 :12 Design material Increase due to .Material weight ROOF DEAD.LOAD (D). . weight[psf] pitch [psf] Metal Seam 2.7 1.06 2.5 1/2" Plywood 1.1 1.06 1.0 Framing* 0:0 0.0 Insulation 0.5 1.06 0.5 1/2" Gypsum Clg. 2.1 1.06 2.0 M, E & Misc 3.5- 3.5 Total Existing Roof-DL 9.9 PV Array DL 2.9 1.06 3 'Self weight of framing members calculated on beam analysis page ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4.3-1 Roof Live Load With PV Array [psf] 0 2020 Residential Code of New York State,Section R324.4.1.1 SNOW LOAD (S): Existing w/Solar Array Roof Slope [x:12]: 4.4 4. Roof Slope [°]: 20 20 Ground Snow Load, pg [psf]: 50 50 ASCE 7-16,Section 7.2 Terrain Category: D D ASCE 7-16,Table 7.3-1 Exposure of Roof: Fully Exposed Full -'Ex osed ASCE 7-16,Table 7.3-1 Exposure Factor, Ce: 0.8 0.8 ASCE 7-16,Table 7.3-1 Thermal Factor, Ct: 1.1 1.1 ASCE 7-16,Table 7.3-2 Risk Category: I I II: ASCE 7-16,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-16,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 31 31 ASCE 7-16, Equation 7.3-1 Minimum Roof Snow Load, pn, [psf]: 0 0 ASCE 7-16,Section 7.3.4 Unobstructed Slippery Surface? Yes _ Yes ASCE 7-16,Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-16, Section 7.4 Roof Slope Factor, Cs: 0.83 0.83 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 26 26 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 26. 26 Fb. F_. 9 T® Abbrev GRADES (Psi. 17(psi) , (psi) (lb/ft)32 JOB NO.: U1886.2181.211 DFL#1 DFLftt 1000 180 00,000' 32 E n G I n E E R. 5 DFL#Y2 DFL#2 900 180 1.660,000 32 DF7'SX DFL#1 SX5 8 LARGER' 1.350 170 1,60D,000 32 SPF#2 SPF#2 875 135 1,400,000 .26.2 SP#2 SP#2 .1,100 175 1;400,000. 34.3 PROJECT: Fisher Expansion Residence SUBJECT: BEAMS NF-v4 z4F-va 2,400 240 1,800,000 32 _ 24F-V8 24F-V8 2.400 240 .1,800,000' 40 LVL 1.9 LVL(1.9X1 06E) 2,600 . 285 119001000 40 DESIGN LOADS: Load Types: Snow Live Dead LVL(2.0) LVL(2.0X1 06E) 2.200 - 285 2,000.000 42 Roof 50 _20 6'. pp CRITERIA(LI) DTL DLL D LSL LSL(1:3X106E) 1;700 '400. 1,300,000 42 $Olaf � 2.9•Y 'YaLANK) .12U 180 DL STL36 GRADE 36 STEEL 21.600 14,400, 29,00D,000 490 ~~ STL46 GRADE 46 STEEL' 27,700 16,500 29:000,000 490 STL50 GRADE 50 STEEL 30,000 20,000 29000,0T 490 Point, Point O Add'1 Add'I ; Live Dead Roof Floor Wall Live Solar Point Dist Load Load *k 1.5131- Length Trib Trib Trib Load Load Load > 'a 'PLC 'PDi x m M_ M.N.., V,- ydb. DTL DTLwj_ DLL DLL- GLB Label. 'L'(ft) (ft) (ft) (ft) (pif) (plf) From -tx) (ft) (lb) (lb) Grade Size D C, CD CF,v R.(lb) Rb(lb) : (ft-lb) (ft-lb) (lb) (Ib). (in) (in) (in) (in) • Camb Check Rafter. 8:0 11333._ _. 19 _ _ 1 DFI SX 4x4 1.15 .1.15 1.00 328 328 657 1587 '301 2085 -0.222 ,0.800 0.180 0.533 . 0.41 M Beams _ 6.3' 4:5. . _ _ 13:2 t.DF1 5X 4x4 :'. -_:. 1:00 1.15 1.50 837 837 1308 1387 759. 1597 "0.460 0.625 0.386 0.417 0.94 M House 1 9.1'_ 1.51 1.. _..: .. .. 4.41 1 1 "-1 1 1JI)ISPF#2' 12X6 I 1 1.1.1511.151, 1.301 4091 4091 9301 9481 3681 854 .0.4761'.0.9101 0.397 0.6071 10.98 M