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SOLAR-0615-2018TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SOLAR-0615-2018 Date Issued: Monday, February 11, 2019 This is to certify that work requested to be done as shown by Permit Number has been completed. SOLAR-0615-2018 Tax Map Number: Location: Owner: 295.19-2-5 3 SUNSET DR Norberto Magdaleno Applicant:Demarse Electric This structure may be occupied as a: Solar Panel Installation By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board or Zoning Board of Appeals. Director of Building & Code Enforcement a ' TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SOLAR-0615-2018 Tax Map No: 295.19-2-5 Permission is hereby granted to: Apex Solar Power For property located at: 3 SUNSET DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Norberto Magdaleno Solar Panel-Residential $28,620.00 Owner Address: 3 Sunset DR Total Value $28,620.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Apex Solar Power 64 MAIN ST Queensbury,NY 12804 Plans&Specifications Solar Panel Installation $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, September 25,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before he expiration date.) Dated at the To of Qu sbu ,0f4 eptember 25, 2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Onl Permit#. ` �. 5°4--14-1 ") 1 8- Fee:$ +p► Invoice#: Road,queensbury,NY 12804 ECE 0n�742 Bay ur .net �Yf P:518-761-8256 www• 15)E APPLICATION SOLAR PANEL P SEP 2 4 2018 J TOWN OF QUEENSBUR`l • PropeY Owner(s): BUILDING&COD Narne(S�; r S Z: __�� Mailing Address, C/ / i Land Line: _( Cell Phone:_t.�-�-- � .n, ��+,, Email:Project Address: r e as e Section Block Lot: 24 VA-3' Existing Use: ® Single Family 0 2 4 Family 0 Commercial ❑ Other: • Solar Contractor: 1 t � e Business Name Contact Name: . r 2� }�ee� s C/S/Z: Land Line: _� --} Mailing Address, } Cell Phone: _(---- � � � Email: • Electrical Contractor: QI Business Name Contact Name Mailing Address, C/S/Z: Land Line: _(,— Cell Phone: _(,_) Email: •n &Code Compliance: � —2� Contact Person for Building Land Line: S' Cell Phone: } Email: Revised December 2017 Solar Panel Application Estimated cost of construction: $ ? $.\ 1_6 , OD Total System Capacity Rating (sum of all panels): Solar PV System: ios< kW DC Select System Configuration: - please seed sicked Sep f laf 5. ❑ Supply side connection with micro inverters ❑ Supply side connection with DC optimizers ❑ Supply side connection with string inverter ❑ Load side connection with DC optimizers ❑ Load side connection with micro inverters ❑ Load side connection with string inverter Please sign below to affirm that all answers are correct and that you have met all the conditions and requirements to submit a unified solar permit. -it-Please see a cJ x -form Homeowner's Signature Date CIXJ4/ Z41MAIJfar - I ett Sit for Pni,rrrl q 1 Zit I i Solar Co. Representative Signature Date Solar Panel Application Revised December 2017 rk0c-e X-6 tlidnO\ ex‘0 • • • • • • ••• • ••• • • •• •• • . ••• • ••• • • • • • • apexTM r AUTHORIZATION FORM "TO ACT AS AGENT FOR" r 6 e r J r I da i en6 owner of the premises located at: 13 ctiat se:4- brive Town of ebupen 6=.�r Tax Parcel # 2.qS, , hereby designate: a re< Solar f inet as my AGENT regarding my Permit Application for: k es Berri cJ r,oaf rrvour4ed Kn r ar Pai ej `i sf-em' jai 044 /112,/ ` Date Signatur•" FILE COPY ________-, 1 E E El V7 E --) , PHOTOVOLTAICSYSTEM ill SEP 2 4 2018 t PVOUIPME MODUNES. (36)TRINA TSM300DD05A.05(II) , SYSTEM SIZE: TOWN OF QUEENSB tR�/ INVERTER(S): (1)SE10000H-US DC/AC kW STC: 10.8kW\10kW BUILDING&CODES J SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE-COMPLIANT GRID-TIED SOLAR PV SYSTEM. S4/ NS N t >,, ou, co � id, v U)4. Cate® �' = = cn TOW QUEENSBURY BUILDING EPARTMENT O s. rased on our limited examination,compliance Z wi • r comments shall not be construed as vO indicate • I e plans and specifications are in Cr (/) full co is with the Building Codes of DJ cD 0 .New York State, A O YES NO 0 O POST INSTALL SUNEYES REQUIRED? I-I I� Vector Structural Engineering has reviewed the existing structure with loading from the solar array and lag screw connections to the existing framing.The design of the racking system.connections. I 1////////1 and all other structure is by others.Electrical,mechanical. APPLICABLE CODES: O , architectural,and all other nonstructural aspects of the design are by others \ 2015 IRC CODE CZ , )VECTOR 2017 NYS UNIFORM CODE SUPPLEMENT 2014 NATIONAL ELECTRICAL CODE ' � 65/W.OatEMA PARK BLVD.BTE.107 NM (gp,�ggp-�'/75 ITVO ' DRAPER.UTAM 4020 T RB DOM . H 41 c, NE SHEET INDEX 03 Ari, Fs * PV-01 COVER AND PLOT PLAN 3 °1 ;;., PV-02 SITE PLAN,STRINGS,BOM t;, p '* W al A :�+ Z PV-03 MODULE LAYOUT tP ?O PV-04 THREE-LINE DIAGRAM t,`0 090161 SITE PLAN A'?OFEss`°�P N SCALE: N.T.S. 08/18/2018 Firm License Number:COA0012807 VSE Project Number:U1886-1356-181 L. REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MAGDALENO-420656 MAGDALENO,NORBERTO Queensbury,NY 12804 RGR 8/17/18 ROOF MOUNT 3 SUNSET DR cans `oo.t' 'p"ostat a...o.tottt' 10800 WATTS QUEENSBURY,NY 12804 CHECK DATE: DRAWING sales@apexsolairower.com BY: 646-296-2156 NUMBER: (5181-309-2786 DRAWING TITLE: COVER AND PLOT PLAN W/-01 PHOTOVOLTAIC SYSTEM GROUND ACCESS — ALTERNATE ACCESS PATHWAY GROUND ACCESS GROUND ACCESS YES NO VENTILATION ACCESS 111111411111141111/4.1*//. POST INSTALL SUNEYES REQUIRED? n GROUND ACCESS APPLICABLE CODES: 2015IRC CODE 2017 NYS UNIFORM CODE SUPPLEMENT 2014 NATIONAL ELECTRIRICALLCODE t .I. ALTERNATE ACCESS PATHWAY SHEET INDEX ,' VENTILATION ACCESS PV-01 COVER AND PLOT PLAN ,, PV-02 SITE PLAN,STRINGS,BOM PV-03 MODULE LAYOUT PV-04 THREE-LINE DIAGRAM FIRE PLAN -- SCALE: N.T.S. zI 1 REVISION NOTES: DRAWN DATE: PROJECT NAME: I CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MAGDALENO-420656 MAGDALENO,NORBERTO Queensbw NY 12804 j ,y RGR 8/17/18 ROOF MOUNT 3 SUNSET DR CHECK 10800 WATTS QUEENSBURY,NY 12804 DRAWING DATE: aala@apexiolrpower.can BY: 646-298 2158 NUMBER: (518}309 2786 DRAWING TITLE: COVER AND PLOT PLAN PV-01 i KEY PROPERTY LINE B SUBPANEL CONDUIT RUN ❑01"DC DISCONNECT DRIVEWAY O AC DISCONNECT SOLAR MODULE MAIN SERVICE PANEL®©JUNCTION BOX ❑ ❑Q MONITORING UNIT rn UTILITY METER 0 PV METER Q COMBINER BOX 0 ROOF OBSTRUCTION CUSTOMER INITIALS: STRING 2 12 MODULES INVERTER 1 INPUT 2 MAIN SERVICE PANELge/411 AC DISCONNECT UTILITY METER ♦ ' .. i INVERTER111 O AC DISCONNECT /1** 0111411110, 411444* *iiiiiii — STRING 1 A • ` ******** 10 MODULES INVERTER 1 INPUT 1 %, NOTES: STRING 3 **/* 1. BOS TO BE LOCATED INTERNALLY ON 14 MODULES SITE PLAN DETAIL SOUTHWESTERN WALL NEXT TO EXISTING MSP INVERTER 1 2. CONDUIT SHOULD BE RUN PARALLEL TO EXISTING INPUT 3 SCALE: N.T.S. WHENEVER POSSIBLE. REVISION NOTES: , DRAWN DATE: PROJECT NAME: CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MAGDALENO-420656 MAGDALENO,NORBERTO Queensbtuy.NY 12804 RGR 8/17/18 ROOF MOUNT 3 SUNSET DR D:\GDrive\AutoCAD\Apex Solar Power Horizontal Iopo.jpp - -- ---- - -- - CHECK 10800 WATTS QUEENSBURY,NY 12804 DRAWING DATE: BY: 646-296-2156 NUMBER: salewe apexsolarpower.com ----- _-- (51 B)-309-2786 DRAWING TITLE: SITE PLAN,BOM,NOTES PV-02 ROOF SPECS RAFTER SIZE: 2x6 co RAFTER SPACING(in): 160C ROOF MATERIAL: Shingle \ 1 ARRAY SPECS 41 TILT(°): 20 ® • ® ® ® 0 AZIMUTH(°): 210 ® ® 0 0 0 0 0 ® 0 •.1- SQUARE FEET(ft2) 390 ® ® ® ® ® ® ® • Vector Structural Engineering has reviewed the existing stmcture -•:1 with loading from the solar array and lag screw connections to the existing framing.The design of the racking system,connections, and aN other structure is by others.Electrical,mechanical, ,p� architectural,and all other nonstructural aspects of the design are �I't ® ® ® ® 0 ® /✓ 1$ ® t`,1 by others. r e ® ® . ® (1) O :1® ® *ECTOR r1 ® I n E E R 9 651 W.GALENA PARK BLVD.STE.101 PHONE(8011 990-1 776 ® 0 0 0 0 0 0 C. -- DRAPER,UTAN 64020 wWw.EGTOR=E.GON l �pf NE 0 : e 34 ';'1 � ` 0 ��F� 090101 ��� r. in Nt i \. ,ogOFESStO?P', 7f 33'-1-1" ,f 08/18/2018 2 FiEmCicense Number:COA0012807 ' 1„ 1" VSE Project Number:U1886-1356-18I —/2-9-- 1 32-72 / / / / ()MOUNTING DETAIL �'-rj-1' SCALE: 2 NTS °ARRAY LAYOUT - ROOF 1 sl AZIMUTH: SCALE: NTS Solar Module IronRidge XR-100 Rail L-Foot Flashing-Low Profile Composite Shingle 5/16"LAG (Minimum 2.5"thread penetration) REVISION NOTES: DRAWN DATE: PROJECT NAME: CLIENT: SCALE: 64 Main Street REV REV BY DATE DESCRIPTION BY: MAGDALENO-420656 MAGDALENO,NORBERTO Queensbwy,NY 12804 ___--- RGR e/17/1e ROOF MOUNT 3 SUNSET DR '` I CHECK 10800 WATTS 1 QUEENSBURY.NY 12804 DRAWING ules@apexsolarpower.com BY: DATE: 646-296-2156 NUMBER: (518)-309-2786 DRAWING TITLE: -- . r 5'-64" / 21'-84" /_ 3' -7 ROOF SPECS RAFTER SIZE: 2x6 * RAFTER SPACING(in): 160C io _, ROOF MATERIAL: Shingle N. g ® ® ® (I ® 4b} - ARRAY SPECS TILT(°): 20 ® ® ® ® ® 0::; AZIMUTH(R): 210 N1,1 ( SQUARE FEET(ft2) 350 io ® ® ® ® e0 ® 0 I Vector Structural Engineering has reviewed the existing structure with loading from the solar arty and Sy screw connections to the M ' existing framing.The design of the racking system,connections, - �ii and all other structure is by others.Electrical,mechanical, --- -1. architectural,and all other nonstructural aspects of the design are 1 by others. 0 ® ® 0 VECTOR I E ri 9 1 n E E R B 651 W.GALENA PARK ELI .STE.101 PNONE 18011 990-7 775 GRAZER,UTAN 84020 www.VEGTGREE.GOM of NE, k."4 0 0 0:4 , deFor .40 , ,,yll 4'.'y' a, ® ® ® ® ►; tx (w: y / 00 0 o>g01e� eo p, Li> .40FESS�r Iv 08/18/2018 Finn License Number:COA0012807 ,A.---- 3, / 8'-0— / 16*-33* 3' l'' VSE Project Number:U1886-1356-181 OARRAY LAYOUT - ROOF 2 AZIMUTH: SCALE: NTS REVISION NOTES: DRAWN PROJECT NAME: CLIENT: SCALE: D DATE: 64 Main Street REV REV BY DATE DESCRIPTION MAGDALENO-420656 MAGDALENO,NORBERTO Queensbury,NY 12804 RGR 8/17/18 ROOF MOUNT 3 SUNSET DR 011:116.elbsarteGicfMtae.SE4OrPeeserflicorontelgegocipij CHECK 10800 WATTS QUEENSBURY,NY 12804 DRAWING BY: DAB' 646-296-2156 NUMBER: sales(kapexsolarpower.com --- (518)-309-2786 DRAWING TITLE: — — INVERTER LABELS-ONE FOR EACH INPUT PHOTOVOLTAIC AC DISCONNECT MODULE ELECTRICAL SPECIFICATIONS INVERTER SPECIFICATIONS DESIGN CONDITIONS ELECTRICAL KEY: ALL SOLAREDGE INPUTS MAXIMUM AC OPERATING CURRENT 42A (36)TRINA TSM300DDO5A.05(II) SOLAREDGE SE10000H-US HIGHEST 2%DB DESIGN TEMP(°C): 31 11 BREAKER Vopp=350V NOMINAL OPERATING AC VOLTAGE 240V SHORT CIRCUIT CURRENT(In). 9.64 RATED WATTS(EACH): 10000 MIN.MEAN EXTREME ANNUAL DB CC): -29 — — SWITCH Vmax=500V OPEN CIRCUIT VOLTAGE(Voc). 39.9 AC OPERATING VOLTAGE(V): 240 E SCREW TERMINAL INPUTS WITH NO STRING COMBINATIONS OPERATING CURRENT(IMP): 9.18 AC OPERATING CURRENT(Al: 42 I9 FUSE • SPLICE lopp=8.27A OPERATING VOLTAGE(VMP): 32.7 NUMBER OF MPPT CHANNELS 2 EARTH GROUND Isc=10.98A INVERTER EFFICIENCY: 99 m CHASSIS GROUND INPUTS WITH(2)STRING COMBINATIONS INTEGRATED DC DISCONNECT —-- GEC lopp=16.54A — EGC Isc=21.96A (6)#10 PV-Wire (6)#10 THHN (3)#6 THHN (3)#6 BARE GRD (3)#6 THHN GRD (1)#6 THHN GRD (3)#6 THHN (3)#4 THHN Al FREE AIR 3/4"EMT 3/4"EMT (1)#6 THHN GRD (1)#6 THHN GRD r. - SINGLE-PHASE 3/4"EMT 1"EMT / / 120/240V 3W METER AC DISCONNECT ALL PANELS EQUIPPED WITH (1)SOLAREDGE SE10000H-US AC DISCONNECT 60AMP SERVICE 4--__- SOLAREDGE P320 POWER NEMA 3R INVERTER W/INTEGRATED 60AMP SERVICE RATED FUSABLE OPTIMIZERS SOLADECK DC DISCONNECTS RATED NON-FUSIBLE (2)-60A FUSES PIERCING TAPS O ,� ()INPUT 1 L1 / STRING 1 9 ` DC— —AC L2 ( t9 i 10 MODULES l _ b OUTPUT!"-_-Nec LOAD LINE LOAD LINE 0 STRING 2 Q ? \()IDCUT 2 �—200A MAIN BREAKER 12 MODULES 0 7.7 200AMSP (E)LOADS f 2aov OINPUT 3 vi STRING 2 + -, - , DC_ 14 m MODULES I_ . m (E)LOADS INVERTER GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED CELLULAR _ DIRECTLY TO EXISTING COMM.KIT GROUNDING ELECTRODE CONDUIT ELEVATION:1/2 TO 3-1/2"=22°C HIGH AMBIENT TEMPERATURE:31°C 200 x 1.2=240 EXTREME LOW:-29°C 240-200(MCB)=40A SOLAREDGE SE10000H-US MAX CURRENT=42A ROOFTOP AMBIENT TEMP:53°C=0.76 MAX ALLOWABLE AC PV BREAKER=40A MAX DESIGN CURRENT=42A X 1.25=52.5A=60A BREAKER/FUSES CONDUIT FILL:1 64 Main Street REVISION NOTES: DRAWN DATE: PROJECT NAME; !CLIENT: SCALE: Queensbwy,NY 12804 REV REV BY DATE DESCRIPTION BY: MAGDALENO-420656 MAGDALENO,NORBERTO 4 6660 Joy Road RGR 8/17/18 ROOF MOUNT 3 SUNSET DR Col...on...DrN°WutoCAD\ApexSolareowmMmaootNlogo.pg Earl Sycacuce.NY 13057 - - CHECK 10800 WATTS QUEENSBURY,NY 12804 DRAWING DATE: BY: 646-296-2156 NUMBER: sales(aapexsolarpower.com (518)3o9-278A DRAWING TITLE:THREE-LINE DIAGRAM �-O4 1 c - � E C T 0 R E ri C I n E E R S VSE Project Number:U1886-1356-181 August 18,2018 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: Norberto Magdaleno Residence:3 Sunset Drive,Queensbury,NY 12804 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:New York State Uniform Code,2017 Edition(2015 IBC) Risk Category:II Design wind speed: 115 mph (3-sec gust)per ASCE 7-10 E a Wind exposure category:C D Ground snow load: 50 psf Existing Roof Structure SEP 24 2018 Roof structure:2x6 rafters @ 16"O.C.(timber grade: SPF#2) TOWN OF QUEENSBURY Roofing material:asphalt shingles BUILDING&CODES Roof slope:20° Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.48"O.C.along rails Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array,other live loads will not be present or will be greatly reduced(New York State Uniform Code, 2017 Edition(2015 IBC), Section 1607.12.5).The glass surface of the solar panels allows for a lower slope factor per ASCE 7,resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are not increased by more than 5%;thus,the stresses of the structural elements are not increased by more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as adopted by the 2017 NYSUC are met and the structure 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 t VSE Project Number: U1886-1356-181 Norberto Magdaleno Residence , ,N I E C T 0 R, 8/18/2018 E ri C 1 r-1 E E R S The solar array will be flush-mounted (no more than 6" 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 10%,this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as adopted by the 2017 NYSUC. Thus the existing structure is permitted to remain unaltered. 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 shall 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-specific 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. Waterproofing 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,LLC NY Firm License:COA0012807 c NE _ 4 ,.,4 7 .: 44,,yv --If'1‘', i ii. /1:1;fi-rillb"e-,111,41.' '''''' 08/18/2018 Wells Holmes,P.E. NY License:090187-Expires:09/30/2020 Project Engineer Enclosures WLH/wic 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com t , JOB NO.: U 1886-1356-181 VECTOR SUBJECT: WIND PRESSURE E n e I n E E= R s PROJECT: Norberto Magdaleno Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°<0<_27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 30.4-2B (enter largest abs. value) Zone 2 GCp: 1.7 (enter largest abs. value) Zone 3 GCp: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, q,, [psf]: 27.2 Equation 30.3-1 GCp;: 0 Table 26.11-1 (largest abs. value) OUTPUT: p =qh[(GCp)—(GCpi ll Equation 30.9-1 Zone 1 Pressure, p [psf]: 24.5 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 46.2 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 70.7 psf (1.0 W, Corner Zones* within a) (a= 3 ft) JOB NO.: U1886-1356-181 AirCI= SUBJECT: CONNECTION r ' r--1 r-- ER S PROJECT: Norberto Magdaleno Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. (0.6 Wind) Tributary Area2 Max. Uplift Embedment' [in]: 2.5 (psf) Width (ft) (ft2) Force (Ibs) Grade: SPF (G = 0.42) Zone Capacity [Ibs/in]: 205 NDS Table 12.2A 1 14.7 4.0 11.0 162 Number of Screws: 1 2 27.7 4.0 11.0 305 Prying Coefficient: 1.4 3 42.4 4.0 11.0 467 Total Capacity [Ibs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2. 'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). a ,4 s JOB NO.: U1886-1356-181 SUBJECT: GRAVITY LOADS E n G i n E, ,VECTOR R 5 PROJECT: Norberto Magdaleno Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 L 4.4 Asphalt Shingles 2.1 1.06 2.0 psf 1/2" Plywood 1.1 1.06 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10,Table 4-1 Roof Live Load With PV Array [psf] 0 New York State Uniform Code, 2017 Edition (201 F w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 4.4 4.4 Roof Slope [°]: 20 20 Snow Ground Load, pg [psf]: 50 50 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, IS: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pf[psf]: 35 35 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.83 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, pS [psf]: 35 29 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 35 29 JOB NO.: U1886-1356-181 SUBJECT: LOAD COMPARISON , VECTOR E rI G I fl E E R S PROJECT: Norberto Magdaleno Residence Summary of Loads Existing With PV Array D [psf] 6 9 Lr[psf] 20 0 S [psf] 35 29 Maximum Gravity Loads: Existing With PV Array D+ Lr[psf] 26 9 ASCE 7-10,Section 2.4.1 D+S [psf] 41 38 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf]: 41 38 Ratio Proposed Loading to Current Loading: 93% OK The gravity loads in the area of the solar array are decreased;thus,the stresses of the structural elements are decreased.Therefore,the requirements of Section 807.4 of the 2015 IEBC as adopted by the 2017 NYSUC are met and the structure is permitted to remain unaltered. t Mono Multi Solutions j IIIII • THE 1 I i 1 , ALLMAXPLUSf FRAMED 60-CELL MODULE ; 1111 H I I - i I i1 I 60 CELL c fm- r i ,-.1 ' — MONOCRYSTALLINE MODULE I Ii<) ig Livia p 1 1 i ' ' 1 _ 2018 I „1 i 1_ i \f‘,. 275- 15W SUN OF QUEENS , I I ' I POWER OUTPUT RANGE BUILDING& CODES 19.2% MAXIMUM EFFICIENCY Al:- Maximize limited space with top-end efficiency �••: •Up to 192W/m2 power density •Low thermal coefficients for greater energy production at high o N 5 operating temperatures POSITIVE POWER TOLERANCE Highly reliable due to stringent quality control Founded in 1997,Trina Solar is the world's leading j •Over 30 in-house tests(UV,TC,HF,and many more) comprehensive solutions provider for solar energy. •In-house testing goes well beyond certification requirements we believe close cooperation with our partners is •PID resistant critical to success.Trina Solar now distributes its •100%EL double inspection PV products to over 60 countries all over the world.Trina is able to provide exceptional service • Selective emitter,advanced surface texturing to each customer in each market and supplement our innovative,reliable products with the backing of Trina as a strong,bankable partner.We are committed to building strategic,mutually —0 Certified to withstand the most challenging beneficial collaboration with installers,developers, 'SN3 environmental conditions distributors and other partners. •2400 Pa wind load •5400 Pa snow load Comprehensive Products •35 mm hail stones at 97 km/h And System Certificates IEC61215/IEC61730/UL1703/IEC61701/IEC62716 ISO 9001:Quality Management System ISO 14001:Environmental Management System IS014064:Greenhouse gases Emissions Verification OHSAS 18001:Occupation Health and Safety Management System LINEAR PERFORMANCE WARRANTY pi n;;;z:.- 10 Year Product Warranty, 25 Year Linear Power Warranty UM loo•ro `"..." ' 97% Addin— 1 ::: tb011iiiri50huieaaaiI `""" 's� 0 rvv I u • r i I Years 5 10 15 25 Ir,Ih1a s0l a 1r Trina Linear Warranty Standard Step Warranty , , , A LL!VAX'5PLUS FRAMED 60-CELL MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DDO5A.08(II) 280-315W TSM-DDO5A.05(II) 275-310W Peak Power Watts-PMAx(Wp)* 275 280 285 290 295 300 305 310 315 Power Output Tolerance-PMAx(W) 0"+5 Maximum Power Voltage-VM1'a(V) 31.4 31,7 31.8 32,2 32.5 32.6 32.9 33.1 33.3 DIMENSIONS OF PV MODULE(mm/inches) Maximum Power Current-IM1r(A) 8.76 8.84 8.97 9.01 9.08 9.19 9.28 9.37 9,46 947/373 Open Circuit Voltage-Voc(V) 38.4 38.4 38.5 38.9 39.6 39.8 40.0 40.2 40.5 '? Short Circuit Current-Isc(A) 9.24 9.42 9.51 9.66 9.68 9.77 9.85 9.94 10.0 • ^^ Ffil �. /UnCLgn aOT #j • Module Efficiency nrn(%) 16.8 17.1 17.4 17.7 18.0 18.3 18.6 18.9 19.2 ' STC:Irradiance 1000W/m2,Cell Temperature 25°C,Air Mass AM1.5. Nameplate _ 'Measuring tolerance:±3%. 1 I ELECTRICAL DATA(NOCT) 0 -6- A A 1Maximum Power-PM.(Wp) 205 209 212 216 220 223 227 231 235 ilo Maximum Power Voltage-VMra(V) 29.1 29.4 29.5 29,9 30.1 30.2 30.5 30,7 30.9 e® Maximum Power Current-IMPP(A) 7.04 7.10 7.21 7.24 7,30 7.38 7.46 7.53 7.60 4.0944 insta °Mg Mae Open Circuit Voltage-Voc(V) 35.7 35.7 35.8 36.2 36.8 37.0 37.2 37.4 37.6 .43 Grounding Nok j -- 4 Short Circuit Current-Isc(A) 7.46 7.61 7.68 7.80 7,82 7.89 7.95 8,03 8.10 12-Dram Hole NOCT:irradiance at 800W/m2,Ambient Temperature 20°C,Wind Speed lm/s, IE - MECHANICAL DATA 35/1.38 992/39.1 Solar Cells Monocrystalline 156.75 X 156.75 mm(6 inches) Back View Cell Orientation 60 cells(6 x 10) 11/0.43 S;,;t°nsea,ant Module Dimensions 1650 x 992 a 35 mm(65.0 x 39.1 x 1.38 inches) laminate Weight 18.6 kg(41.0 Ib) M I Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass " Backsheet White[DDO5A.08(II)]; Frame %,,,,,,,,,,,,,,,,,,,,,,,, Black[DDO5A.05(II)] 35/1.38 Frame Black Anodized Aluminium Alloy[DDO5A.08(II),DDO5A,05(II)] (A-A) J-Box IP 67 or IP 68 rated Cables Photovoltaic Technology Cable 4.0mm2(0.006 inches2), I-V CURVES OF PV MODULE(305W) 1000 mm(39.4 inches) 10.0 Connector MC4 9.0 1o00W/m' 8.0 800 ym. Fire Type Type 1 or Type 2 _ zo G 6.0 °w^m? G 5.0 " 40 ^^' TEMPERATURE RATINGS MAXIMUM RATINGS 3.0 \ 1.0 NOCT(Nominai operating cell Temperature) 44°C(±2°C) Operational Temperature -40~+85°C O 10 m ao 40 50 Temperature Coefficient of PMAx -0.39%/°C Maximum System Voltage 1000V DC(IEC) Voltage(V) Temperature Coefficient of Voc -0.29%/°C 1000V DC(UL) P-V CURVES OF PV MODULE(305W) Temperature Coefficient of Isc 0.05%/°C Max Series Fuse Rating 15A(Power 1285W) 350 1000W/m' 300 20A(Power 2290W) zsoW/m' (D0 NOT connect Fuse in Combiner Box with two or more strings in 3 zoo /600W/m' parallel connection) 3 °150 '00T-r WARRANTY PACKAGING CONFIGURATION 100 / l z00W/m' 50 __- 10 year Product Workmanship Warranty Modules per box:30 pieces O 10 20 30 VokageM .0 50 25 year Linear Power Warranty Modules per 40'container:840 pieces (Please refer to product warranty for details) CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Tina c0I r ©2017 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to change without notice. Version number:TSM_EN_2018_C www.trinasolar.com solar Single Phase Inverter ,- with HD-Wave Technology for North America I I I SE3000H-US/SE3800H-US/SE5000H-US/ SE6000H-US/SE7600H-US/SE10000H-US/SE11400H-US Z z = solar-..- .,k11—. ' 6 solar +• 4 $ • • • • . � • • • • if- to 0 0 o d 0 Silir UP Si ,..,. Optimized installation with HD-Wave technology - Specifically designed to work with power optimizers 1. Record-breaking efficiency Mr Fixed voltage inverter for longer strings - Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 • UL1741 SA certified,for CPUC Rule 21 grid compliance IN Extremely small High reliability without any electrolytic capacitors Built-in module-level monitoring Illiiiiilli'�� — Outdoor and indoor installation wave ▪ Optional: Revenue grade data,ANSI C12.20 Class 0.5(0.5%accuracy) www.solaredge.us so'a " .. a s 1111 Single Phase Inverter with HD-Wave Technology for North America SE3000H-US I SE3800H-US I SE5000H-US I SE6000H-US/ SE7600H-US I SE10000H-US I SE11400H-US I SE3000H-US SE3800H-US SE5000H-US SE6000H-US SE7600H-US SE10000H-US SE11400H-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 VA 3300 @ 208V 5000 @ 208V Max.AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 VA 3300 @ 208V 5000 @ 208V AC Output Voltage Min:Nom:Max. - ✓ - Vac (183-208-229) AC Output Voltage Min:Nom:Max. ✓ ✓ ✓ 1 ✓ Vac (211-240-264) AC Frequency(Nominal) 59.3-60-60.50) Hz Maximum Continuous Output Current - 16 - 24 - - - A 208V Maximum Continuous Output Current 12.5 16 21 25 32 42 47.5 A @ 240V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - - Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current 208V - 9 - 13.5 Maximum Input Current @240V 8.5 10.5 I 13.5 16.5 20 27 I 30.5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600krz Sensitivity Maximum Inverter Efficiency 99 I 99.2 % CEC Weighted Efficiency 99 % Nighttime Power Consumption <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional(2) Rapid Shutdown NEC 2014 and 2017 Automatic Rapid Shutdown upon AC Grid Disconnect 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 3/4"minimum/14-6 AWG 3/4"minimum/14-4 AWG DC Input Conduit Size/#of Strings/ „ 3/4"minimum/1-3 strings/ AWG Range 3/4 minimum/1-2 strings/14-6 AWG 14-6 AWG Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 in/mm x 185 Weight with Safety Switch 22/10 I 25.1/11.4 I 26.2/11.9 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Natural convection Operating Temperature Range -13 to+140/-25 to+600)(-40°F/-40°C option)141 'F/°C Protection Rating NEMA 3R(Inverter with Safety Switch) 111 For other regional settings please contact SolarEdge support (Z)Revenue grade inverter P/N:SExxxxH-US000NNC2 j3)For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na.pdf 14I-40 version P/N:SExxxxH-US000NNU4 Erg RoHS ©SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:07/2018/VO1/ENG NAM.Subject to change without notice. soIarLT [ U., SolarEdge Power Optimizer Module Add-On For North America P300 / P320 / P400 / P405 a >.),� i f '•. • � "a �'�" t Xf,�.w .€, I ✓. `� s 'y� �.• ,♦ � :mil ,,yy ♦.:'�- � ; '�s• � �a Cr." 4. ".y4 y• ew ♦8� 'fix „ t. • ,'-t`�he f A 4; =a'A+jt, 'Y?� ,�.._f -+:. .; �:' +fit p:: t i}" yY: V �,_ - r'.* .. .tom .• !t • • • ',tie y,� $ t_ f^ e . CLI 0 ;4007 ✓f / ti • PV power optimization at the module-level — Up to 25%more energy Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization -- Fast installation with a single bolt • Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA-CANADA-GERMANY-ITALY-PRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us . . T. soler' T SolarEdge Power Optimizer .a --- Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 j P405 (for 60-cell modules) (for high-power (for 72&96-cell i (for thin film _._.__.—_.__—-__________—e____ INPUT 60-cell modules) modules) modules) _ Rated Input DC Powerm 300 ! 320 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(lsc) 10 { 11 10.1 Adc Maximum DC Input Current 12.5 ; 13.75 . 12.63 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage t . 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer_ I STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS _ Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions(W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ mm/in 5 x 5.97 x 1.08 5 x 5.97 x 1.37 5 x 5.97 x 1.89 Weight(including cables) 760/1.7 830/1.8 1064/2.3 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 "C/"F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % "'Rated STC power of the module Module of up to+5%power tolerance allowed — PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER1�1 Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths or Orientations Yes 17,It is not allowed to mu P405 with P300/P400/P600/P700 in one strinC a a