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Home My WebLink About1970 JOHN FITCH BLVD 2000350 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/10/2020 GIS ID:47701970 FEE: 1422.00 MUNIS APPLICATION # 202001015 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SKYLINE SOLAR LLC. ADDRESS: 1970 JOHN FITCH BLVD ADDRESS: 121 E NORTH PLAINS INDUSTRIAL ROAD OWNER: HEMNANI RAMESH&KAVITA 1970 JOHN FITCH BLVD WALLINGFORD,CT 06492 DESCRIPTION OF WORK: INSTALLATION OF 58 ROOF MOUNTED SOLAR PANELS 19.720 KW SPECIAL CONDITIONS: ALI. WORK TO 13E DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY 'I'IIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/10/2020 1:l7 PM TIIE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CI'STATE EDUCATION SURCHARGE 1900578 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/27/2019 G1S ID:47701970 FEE: 1008.00 MUNIS APPLICATION# 201902833 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLAR WOLF ENERGY INC ADDRESS: 1970 JOHN FITCH BLVD ADDRESS: 100 DAVIS STREET OWNER: HEMNANI RAMESH&KAVITA 1970 JOHN FITCH BLVD DOUGLAS,MA 0 15 16 DESCRIPTION OF WORK: INSTALLATION OF 64 ROOF MOUNTED SOLAR PANELS(19.84KW) 2 INVERTERS/64 POWER OPTIMIZERS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/27/2019 1:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900953 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/27/2019 GIS ID:47701970 FEE: 432.00 MUNIS APPLICATION# 201902833 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SOLAR WOLF ENERGY INC ADDRESS: 1970 JOHN FITCH BLVD ADDRESS: 100 DAVIS STREET' OWNER: HEMNANI RAMESH&KAVITA 1970 JOHN FITCH BLVD DOUGLAS,MA 01516 DESCRIPTION OF WORK: INSTALLATION OF 64 ROOF MOUNTED SOLAR PANELS(19.84KW) 2 INVERTERS/64 POWER OPTIMIZERS SPECIAL CONDITIONS: , ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/27/2019 1:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400424 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 10/03/20 14 GIS ID:47701970 FEE: 210.00 MUNIS APPLICATION# 201401175 BUILDING DESCRIPTION: APPLICANT; :_; `�� LOCATION NAME: HEMNANI RAMESH&KAVITA ADDRESS: 1970 JgHN FITCH BLVD ADDRESS: 1970 JOHN FITCH BLVD, OWNER:' HEMNANI RAMESH&KAVITA SOUTH WINDSOR,CT 06074 1970 JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE EXISTING FURNACE AND AIR CONDITIONER. s � SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/3/20I4 4:05 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000203 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/10/2020 GIS ID:47701970 FEE: 576.00 MUNIS APPLICATION# 202001015 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SKYLINE SOLAR LLC. ADDRESS: 1970 JOHN FITCH BLVD ADDRESS: 121E NORTH PLAINS INDUSTRIAL ROAD OWNER: HEMNANI RAMESH& KAVITA 1970 JOHN FITCH BLVD WALLINGFORD,CT 06492 DESCRIPTION OF WORK: INSTALLATION OF 58 ROOF MOUNTED SOLAR PANELS 19.720 KW SPECIAL CONDITIONS: ALL WORK TO 13E DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/10/2020 1:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE)860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBER. APPL Y: I C '5 7 BLDG.PERMIT NUMBER DATE OR LOCATION OF WORK: 1 I-10 , oba 6 r[h R 1 vc0. APPLICANT: OWNER: TYPE OF STRUCTURE: c NEW BUaMING NAME: 5ci a.- Wc-1 4 C—re NAME: o ADI)MON PHONE NUMBER: `tP;• ic, 22?'Z_ _ PHONE NUMBER: Y j 1 cI gix[sTIDIG BUBAING ADDRESS:_ 1 CC, !Y, ,-, `,t ADDRESS: i q-1 C nn .F.►t ei A i TYPE OF USE: VLWENTIAL a CObOdERCIAL ELECTRICAL INFORMATION: FCRTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: `ZC: me .;�tCcl St•.;Cr l t-,y %,-w rc:: T SIZE OF SERVICE: c:rrcv �6 4) STLE OF MAIN SERVICE: 2u^ A :mcc'h.i t� (A) ,cir-xitCdc4c NUMBER OF METERS: I C.it 2 NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S —"li S`'5 Z NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S i 6CF-1 NUMBER OF A/C CIRCUITS: FEE SCHEDULE:Sig PER SIP@ OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO TILE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (16 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: O _3 TYPE: L-I STATE: (`i SIGNATURE OF APPLICANT: DATE: ! 2,14/ZG i cj ao►90 a Customer: Ramesh Hemnani Address: 1970 John Fitch Blvd South Windsor,CT 06074 71,%�RWOLF System size: 19.84 kW ERGI Yr 1 Production: 20,516 kWh Designer: Solar Wolf Energy Site Assessment Date: September 5th,2019 t6 Ids or ' � v X «� r _ a .�'4(,.jr • aurora Site Assessment Customer. Ramesh Hemnani Address: 1970 John Fitch Blvd South Windsor,CT 06074 Component List Manufacturer Model Quantity Silfab Solar SLA310M 64 SolarEdge Technologies Inc. P320 64 •A Sola g rEd a Technologies Inc. SE10000H-US 2 og 1 4 ilk• � ;��. Notes: powered by C-gj()a E r S 171 Nb NIN .MA0152TWIIPBI. 27 P:(SSB)S7843BS www.�r�Ilwpy.e°m CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE SENEFTT OF ANYONE EXCEPT SOLAR'AO.FENEROY NOR SHALL R BE DISCLOSED IN WHOLE OR DI PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT.WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY,LLC 2��i r. ww�a• 150' n �O�pp Z O O y m U UL, N "pp $ o _ W p zW }3 a, ) °��' 8°' DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY,LLC 80, P(SDI)SBDd517 E'.SUPPORTODBMSOLAR.COM W W W.OBMSOLAR.COM "AC DISCONNECT LOCATED 10'OR SITE INDEX ARRAY DETAIL LESS FROM OTIL ITY METER Modules c.)nnor be ms:aNed over veers PHOTOVOLTAIC MODULES GARAGE HOUSE ®�J.Fairchild .V-65"--7r—IF AZIMUTH 294° 114° 180° arz 09I04/2019 - 40 TILT ANGLE 19° 19° 40° 2019-SOLARWOLF MODULE COUNT 23 23 17 PROPERTY DETAIL ROOF SUPPORTS Rafter-2X8 L9 24'O.C. Rafter-2X8 I&16'O.C. —•PVOI 1-0 i INVERTER SPECIFICATIONS INVERTER SPECIFICATIONS PV LOAD CALCULATIONS:SUPPLYSIDE TIE-IN MANUFACTURER SILFAB MANUFACTURER SaNEdD. MANUFACTURER &AvEdw FAAXPUWEH MODEL SLA310M MODEL SEWOON+US 124OV) MODEL SESOOOH4IS(2400 200A RATED FEEDER WIRES R 200A+1.25.160A m MAX DC INPUT VOLTAGE 480 V MAX DC INPUT VOLTAGE 480 V oc MAX OUTPUT POWER 6000 W MAX OUTPUT POWER 5000 W 160A(FEEDER WIRES ALLOWABLE SOLAR) MAX,�;L:Rlt FUSE sc NOMINAL AC OUTPUT VOLTAGE 240 V NOMINAL AC OUTPUT VOLTAGE 240 V 160A AVAILABLE FOR PV NOMINAL AC OUTPUT CURRENT 25 A NOMINAL AC OUTPUT CURRENT 21 A 705.12(A)6 690.59 MAX FX)VVLH max MAX I MAX FUSEP 35A MAX FUSE(OC 30 A sE DC DISCONNECT CALLS PHOTOVOLTAIC AC OUTPUT LABEL 1� M le",1 01527 1©MODLEES i OPTIMIZERS N A9ERIE38TRNG 'OC OPT84fZERS OUTPUT I Vae PER AC OUTPUT CURRENT 71A P(ams)"TB""°° 1I ES i OPTIMIZERS N A SERIES STRING MODULE B KEEP VOLTAGE AT MAX POWER µAA'OCVOLTAOF• ® wMr•eluroll•IrISW mm POINT VOLTAGE OF THE NVER'ER• NOMINAL AC VOLTAGE ?40V Max Dc clRcuncuRHENT. WXMUN MTED DC DUTPVTCURww OF OC TOOL CONFIDENTIAL•THE INFORMATION • /V CMVERTER(FASTALLED)• HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE MVERTERA XNERTERASS EXCEPT SOLARWOLFENERGY NOR SHALL R BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION. OC DISCONNECT CALLS EXCEPT IN CONNECTION VAIN THE �MODULE3i OPTIMIZERSNASERIE9 SIRING sE6oaa�l_AS MAX OC VOLTAGE •Fw MAIN SERVICE PANEL SALEANDUSEOFTHERESPECTNE O mI`_w SUS EOUIPMENT,WITHOUT THE WRITTEN 1I ES A OPTIMIZERS N A SERIES STRING 1 rl MAXDCCIRCUITCURRENT. Q U UTILITY METER PERMISSION OF DBM SOLAR DESIGN MIXMUM MTEO DC GUrPVTCURRIFNTOF OC TO OC AND CONSULTING COMPANY,LLC 3 COINERTER(F INSTALLED). N oao INVERTER INVERTER B VISIBLE,LOCKABLE,LABELED DISCONNECT N D 11 10'OR LESS FROM UTILITY METER 1004 120/240V A2I0V FUSEDACDIBCONNECT AC COMB1f00AiNXNNO NEL 90A FUSES MODUI.ES A OPTIMIZERS N A SERIES STRING SE5000HUS TYPICAL SUPPLY SIDE 1 2 CONNECTION(TAP) 3.1 ^ TO EXISTING LOADS NEC 705.12(A) MVFRTERC �� n0 RAPID SHUTDOWN 1 p m U N DEVICE J #6 GEC -5 ' N B/0 PV WIRE X6 BARE COPPER EGC 1 2 1 DC DISCONNECT f W ELECTRICAL NOTES �4\ �5\ Z l5Cl� L N A. ALL COMPONENTS SHALL COMPLY WITH NEC AS AMENDED. W t O N h B PHASE CONDUCTORS SHALL BE IDENTIFIED al C ALL WIRES SHALL BE PROVIDED WITH STRAW RILL OFF UPON ENTRY INTO BOXES.REFER TO MANUFACTURERS INSTALLATION MANUAL FOR REQUIRED TORQUE VALUES �= O^1 QCS D THE DC GEC,IF USED.SLMLL BE CONTINUOUS FROM THE NVERTERGROU.ND BUS TOW MAIN SERVICE GROUNDING ELECTRODE SYSTEM ''- E. ATTACHMENT TO GROUND ELECTRODE SHALL USE RREVERSIBLECLAMP P IN ALL EXPOSED METAL PARTS SHALL BE GROUNDED USG IN PLATED COPPER LAY MLUGS OR GROUNDING CLIPS LISTED FOR THE PURPOSE M G MINi10MRE COPPER EOC AT SOURCE CIRCUITS SHALL BE ROUTED SECURELY TO MOLWTN AI EApoMO PVnnR.pmnbcbntlrmFMbrabdmdM mrA G HARDWARE THAT PROTECTS FROM PHYSICILDAMAOE ° mod4mA"be bMiwLdhb hod nmwy'1W•wilfirmld Mftd*Y*I H MIFORAREAS TIIATWYBESMFCTTODAM40E (m+w Mlmb mAWb•mulwyb bnWlbn bml bApoMdmnCbbnb MbMnuwgF bAo dffi NECSWSI(A)i/B)" ` L BOTH ENDS OFALL METALLIC CONDUIT SHALL BE BONDED PER NEC 250 • ROMEXAMPACITY LIMITED TO Or VALUES FUSED,SfLE ACCORDING TO NEC TABLE 31016 INTERCONNECTION JINTERCONNECTION PER NEC 00 r K ALL WIRES WALL BE HATED AT THMIHWN�2 • OC Cmd°~IN,—WO0 AamlarA»RNA NEC SW31.LAIR matImIa Y10'.W~m 0 wM NEC NO 31.S.PKV kb LA Pb. , • ALLOCCond G Aw If6p; cbd wlRm•bl—W �• DBM DESIGN CONDUCTOR SCHEDULE WITH NEC ELECTRICAL CALCULATIONS DBM BOAR DESIGN AND ID DESCRIPTION CONDUCTOR CONDUIT NO.OFCNDRS. RATED EGC TEMP.CORR. FILL ADJ. CONT. MAX. BASE DERATED WIRE RUN VOLTAGE CONSULTING COMPANY,ANY,LLC IN CNDT. AMPS FACTOR FACTOR URREN URREN AMPAC/TY AMPAC/TY DISTANCE DROP% E SUPPORTODBMSOLAR COM VAIN DBMSOIMI COM DC CIRCUIT SERIES STRING PV WIRE FREE AIR WA 15A &IRE COPPE 0.9634°C N/A 15A 18.754 35A 33M 20B 0,15% 1 OUTPUT TOJUNCTION BOX ( ) 2 DC CIRCUIT(TRAAUfTXAVED)- l0AWG THIV*2 4 10 AWG THWN•2 0.8 268" 21Kf 015% 2.1 JUNCTIONBOXTONVER7ER COPPER 3/4•DIAEMT 2 /5A COPPER 0.96(34°ri) 1.0 /5A 18.75A SSA 3994 70M 052% mJ.Fairchild 3 NVERTERTOACCOMBINER 314'DIAPVC 3 26A IDAWGTHWN-2 0.96(34°C) 1.0 20 3125A BSA 624A faSB 127% ..1I 09/04/2019 3.1 PANEL 314•DIA EMT 21A COPPER 2/A 26.ZSA 35A 33 bA 58 GOD% rQPPFR AC COMBINER PANEL TOAC 9AWG THWN2 BAWD TMYN-2 2019-SOLARWOLF 4 DISCONNECT COPPER f•Dw EMT 3 7fA COPPER 0.96(34°C) 1.0 7fA Be.75A foDA BBA 6R 0.06% ILD/ELECTRICAL DETAIL 5 AC DISCONNECT TO POINT OF 3AWG THWN�2 1'DIA EMT 3 71A BAWGTHW*2 0.96(34°C) 1.0 7fA as 75A 100A 96A 5ft 0OB% INTERCONNECTION COPPER COPPER _•PV02 _O Photovoltaic Array String Detail STRINGING DETAIL IJUNCTION BOX DETAIL (17)Modules String A (12)Modules String B (12)Modules String C (11)Modules String D (11)Modules String E RAx MwNr rFMIN4L eLoc•: E D 134 VYMa.Oar PrwlMnc.Tumgh., C=3 Cz__) MII MA 01527 P.(aw e7a-4m vmYi wNrwdNn.ryy cam CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE m G USED FOR THE BENEFIT OF ANYONE EXCEPT SOIARWOLFENERGY NOR A �A E,EOLIQUID TIGHT C SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION. EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTNE EQUIPMENT.WITHOUT THE WRITTEN PERMISSION OF DM SOLAR DESIGN AND CONSULTING COMPANY,LLC ATTACHMENT DETAIL B C 4'BETWEEN ROOF AND PANELS 1 ROOF SURFACE FLASHING a' O n r E o d : W GROUNDING DETAIL LLL C: Z O }Y T— r C ~ 111-STAINLESS STEEL LAG BOLT ~' N Onj O U Qj AND FLAT WASHER r�2 O PV ATTIC DETAIL - = JUNCTIONBOX ��♦.�.� DBM CIE SOLAR MODULE / OBNISOLAR DESIGN AND CONSULTING COMPANY,LLC P tR01)680.8517 Attachment Diagram Diagram.Grid-Tied System w%Optimizers E 501v NW o MSOLAR COM OM M_V.Ovuhang C-IA--.7]%PI MAXr.d NMn BRACKETS 25% CORRUGATED METALr. J.Fairchild sox �n�rn�ran, re 09/04/2019 :5% 2019-SOLARWOLF Py Ral PV Mo ,. MG_ CaWcbr I��nveire, • NOTE:FOR MORE DETAILS SEE NEC 690.31(E)(1) RRAyiSTRINGING DETAIL ad"MAX ral span mrh araygwm aNwh,wft ro I Mtvr wughr ac a sapPorr naming 'See Attached Data Sheets For More Information •PV03 0 s E TOR E n G I n E E R S VSE Project Number:U1878.3420.191 November 20,2019 DBM Design and Consulting Company,LLC ATTENTION:Chase Daily 707 24th Street,Suite B North Ogden,UT 84401 REFERENCE: Ramesh Hemnani Residence:1970 John Fitch Boulevard,South Windsor,CT 06074 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:Connecticut State Building Code,2018 Edition(2015 IBC) Risk Category:II Design wind speed: 125 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Garage structure:metal trusses @ 144"O.C.w/2x8 rafters @ 24"O.C. House structure:2x8 rafters @ 16"O.C. Roofing material:Garage-metal corrugated;House-composite shingles Garage roof slope: 19'&House roof slope:401 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(2018 CSBC,Section 1607.12.5). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC 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 VSE Project Number:U1878.3420.191 Ramesh Hemnani Residence YE C T O R 11/20/2019 E n G 1 n 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. 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-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. t`tttµtlH I t!I llf�I�p�,�I VECTOR STRUCTURAL ENGINEERING,LLC oO�C°" l CT Firm License:PEC 0001229 0032101 r• A' 11/20/2019 Trevor Hawk-es,P.E. CT License:PEN-0032101-Expires:01/31/2020 Project Engineer Enclosures TPH/bwh 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1878.3420.191 E C TOR SUBJECT: WIND PRESSURE E n G I n E E R S PROJECT: Ramesh Hemnani Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 125 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7*<9<27° Hip? No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (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 z9 [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Ke: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 32.1 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: p=qh ff,-CP - GCP; Equation 30.9-1 Zone 1, p [psf]: 28.9 psf(1.0 W, Interior Zones*) Zone 2, p [psf]: 54.6 psf(1.0 W, End Zones*) Zone 3, p [psf]: 83.6 psf(1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U1878.3420.191 E C TOR SUBJECT: CONNECTION E n G I n E E R S PROJECT: Ramesh Hemnani Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: 5116 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. TZib. Max. Uplift (0.6 Wind) Tributary Area ) Embedment' [in]: 2.5 (psf) Width (ft) (ft2) (Force Ibs Grade: SPF(G =0.42) Zone Capacity[lbsAn]: 205 NDS Table 12.2A 1 17.4 4.0 11.0 191 Number of Screws: 1 2 32.8 4.0 11.0 361 Prying Coefficient: 1.4 3 50.1 4.0 11.0 552 Total Capacity[lbs]: 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). JOB NO.: U1878.3420.191 E ATO SUBJECT: GGRAVITY ARAGE LOADS E n G I n E E R S PROJECT: Ramesh Hemnani Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/1 2 4.1 Metal Corrugated 3.2 1.06 3.0 psf 1/2" Plywood 0.0 1.06 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 1.5 psf DL 8 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 2018 CSBC, Section 1607.12.5 w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 4.1 4.1 Roof Slope [°]: 19 19 Snow Ground Load, p9 [psf]: 30 30 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]: 30 30 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? Yes 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: 0.85 0.85 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 26 26 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 26 26 E CTO R JOB N T: MEMBE420.191 SUBJECT: MEMBER FORCES GARAGE n PROJECT: Ramesh Hemnani Residence DESIGN LOADS: Load Types: Snow Live Dead Existing Roof 26 20 8 Proposed PV Array 26 0 11 Label Garage-Metal Roof Length 46 Existing Proposed Check M(ft-lb) 105291 110341 105% OK Existing Proposed Check V(lb) 1 9156 9414 1 103% JOK The gravity loads,and thus the stresses of the structural elements,in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. LOAD(LB) Existing Loads 500 -EXISTING -PROPOSED Live Dead 400 Roof Load Load Bm wt Cond Trib(it) (plf) (plf) (plf) wLL(plf) wog(plf) 300 1 12.00 0 0 0 306.0 92.1 200 Proposed Loads(Distributed) 100 Lengtho Dist to of 0 10 20 30 40 50 Load Load A wLL A wDL Cond 'a'(ft) 'b'(ft) (plf) (plf) 2 16 7 0.0 36.0 SHEAR(LB) 3 24 7 0.0 36.0 15000 4 23 1 48.0 0.0 10000 5 6 5000 0 Proposed Loads as Point Loads s000 10 20 40 50 Point Point Live Dead -10000 Load Load _15000 Dist'a' ?Li 'PDT Cond (it) (lb) (lb) 7 MOMENT(FT-LB) 9 120000 -EXISTING -PROPOSED 10 100000 11 $0000 60000 40000 20000 0 0 10 20 30 40 50 JOB NO.: U1878.3420.191 F T O SUBJECT: HGRAVIT OUSE Y LOADS E rl G I rl E E R S PROJECT: Ramesh Hemnani Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 10.1 Composite Shingles 2.6 1.31 2.0 psf 1/2" Plywood 3.0 1.31 1.0 psf Framing 3.0 psf Insulation 0.0 psf 112" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 9 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] 1 0 12018 CSBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 10.1 10.1 Roof Slope [°]: 40 40 Snow Ground Load, p9 [psf]: 30 30 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: 11 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]: 30 30 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 No 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: 0.92 0.92 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 28 28 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 28 28 k ■ ■■ k\§ ■ §■■ ■ ■■§■ ■ § ■§ §2k . ;# ■■■ ■ ■#■■ ! | || °&,!„r■ r !!£■ ■ | || »i .!® `TIT . n �■ ]/k2 »s!! � ■■! � (( |\§§ . . � - , §FT— � | || |f2§ » JG a!! § § a!! D_e § "S®- ! !mR � k`k § ,PLIES d -„ !�l�. _,r, '32 !2E cix olr2!- �• �c k !i � ! )! JOB NO.: U1878.3420.191 yE C TOR SUBJECT: SOLAR LAYOUT n G i n E E R S PROJECT: Ramesh Hemnani Residence r-o• a o 0 0 o ° c V E C TOR �� O Z019 E 11 O I f'1 E E R S South Windsor Buildin2 Department VSE Project Number:U1878.3420.191 November 20,2019 DBM Design and Consulting Company,LLC ATTENTION:Chase Daily 707 24th Street,Suite B North Ogden,UT 84401 REFERENCE: Ramesh Hemnani Residence: 1970 John Fitch Boulevard,South Windsor,CT 06074 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:Connecticut State Building Code,2018 Edition(2015 IBC) Risk Category:II Design wind speed: 125 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Garage structure:metal trusses @ 144"O.C.w/2x8 rafters @ 24"O.C. House structure:2x8 rafters @ 16"O.C. Roofing material:Garage-metal corrugated;House-composite shingles Garage roof slope: 191&House roof slope:40° Connection to Roof Mounting connection:(1)5116"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(2018 CSBC,Section 1607.12.5). The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC 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 VISE Project Number:U1878.3420.191 Ramesh Hemnani Residence E C T O R 11/20/2019 E n G I rl 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. 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-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 `�� OF C�H �tT�.A CT Firm License:PEC 0001229 •h1 '� G� 0032101 r • .'�:.EN �sQ%��t: A1.F ��``�� r �tiL:!t YY„ ,d sPeeiticat"'Is ,s c_t.. .rng or eltaratlons r, •.Opi`s Of ` 11/20/2019 "erected at ytr Trevor Hawkes,P.E. -- t.d to 9PPlic,,tion a 'together with ,rlr „tth all zoninc CT License:PEN-0032101 -Expires:01/31/2020 tiled with Pl .,I;I.•rs as shall b• •3�ri Project Engineer 9u,l�i t f Pendent, ,seu''d +.'� t l of a building Enclosures ,erm,t I .t to tha condition the TPH/bwh J tln6 b,nwin4 shall be oved These filed with ,.,n.,tly A;.p r ••rArnR InsPeetor No ------— 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-17 801)990-1776/www.vectorse.com JOB NO.: U1878.3420.191 E C TOR SUBJECT: WIND PRESSURE E n O i n E E R S PROJECT: Ramesh Hemnani Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 125 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 30.4-213 (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 z9 [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kv: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 32.1 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: P=9n GCP — GCP, Equation 30.9-1 Zone 1, p[psf]: 28.9 psf(1.0 W, Interior Zones*) Zone 2, p [psf]: 54.6 psf(1.0 W, End Zones*) Zone 3, p [psf]: 83.6 psf(1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U1878.3420.191 E C TOR SUBJECT: CONNECTION E n G I n E E R S PROJECT: Ramesh Hemnani Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. T2ib. Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 2.5 (psf) Width (ft) (ft) (Force Ibs) Grade: SPF(G=0.42) zone Capacity[Ibsfin]: 205 NDS Table 12.2A 1 17.4 4.0 11.0 191 Number of Screws: 1 2 32.8 4.0 11.0 361 Prying Coefficient: 1.4 3 50.1 4.0 11.0 552 Total Capacity[lbs]: 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). JOB NO.: U1878.3420.191 E C T O SUBJECT: GGRAVITY ARAGE LOADS YE n G I r-1 E E R S PROJECT: Ramesh Hemnani Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 4.1 Metal Corrugated 3.2 1.06 3.0 psf 1/2" Plywood 0.0 1.06 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 1.5 psf DL 8 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 2018 CSBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 4.1 4.1 Roof Slope [°]: 19 19 Snow Ground Load, pg [psf]: 30 30 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: 11 11 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]: 30 30 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? Yes 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: 0.85 0.85 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 26 26 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 26 26 U1878 YECTOR JOB N T: MEMB 3420.191 SUBJECT: MEMBER FORCES GARAGE n O I n E E R s PROJECT: Ramesh Hemnani Residence DESIGN LOADS: Load Types: Snow Live Dead Existing Roof 26 20 8 Proposed PV Array 26 0 11 Label Garage-Metal Roof Length 46 Existing Proposed Check M(ft-lb) 1 105291 110341 105% OK Existing Proposed Check V(lb) 1 9156 9414 1 103% JOK The gravity loads,and thus the stresses of the structural elements,in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. LOAD(LB) Existing Loads 500 -EXISTING -PROPOSED Live Dead 400 Roof Load Load Bm wt Cond Trib(ft) (plf) (Pit) 010 wLL(plf) wDL(pif) 300 1 12.00 0 0 0 306.0 92.1 200 Proposed Loads(Distributed) 100 Length0 Dist to of 0 10 20 30 40 50 Load Load A wu o wDL Cond 'a'(ft) 'b'(ft) (pif) (plf) 2 16 7 0.0 36.0 SHEAR(LB) 3 24 7 0.0 36.0 15000 4 23 1 48.0 0.0 10000 5 6 5000 0 Proposed Loads as Point Loads soon 10 20 40 50 Point Point Live Dead -10000 Load Load -15000 Dist'a' 'PLI 'Poi Cond (ft) (lb) (lb) 7 MOMENT(FT-LB) 8 9 120000 -EXISTING -PROPOSED 10 100000 11 80000 60000 40000 20000 0 0 10 20 30 40 50 JOB NO.: U1878.3420.191 E C T O SUBJECT: HGRAVIT OUSE Y LOADS E n G i n E E R S PROJECT: Ramesh Hemnani Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 10.1 Composite Shingles 2.6 1.31 2.0 psf 1/2" Plywood 3.0 1.31 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 9 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 2018 CSBC, Section 1607.12.5 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: 10.1 10.1 Roof Slope [°]: 40 40 Snow Ground Load, pg [psf]: 30 30 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]: 30 30 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 No 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: 0.92 0.92 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 28 28 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 28 28 � �. ,.; ; .��, . , ■■ ||| \§ !■■ § ■!■■ ■ § ■! /qk„ � ■ ,■■ ■ ■■■! ■ | || ^ ,!„r, r !!■■ ■ | || 2�j) �!!; � §§ J¢2§ ± 7R§ i! fke *§ }!! ,_e ; !mE ; ■■ | k&& § ,P d £a,�a q !wE --© |!J A JOB NO.: U1878.3420.191 ET O SUBJECT: SOLAR LAYOUT E n G i n E E R S PROJECT: Ramesh Hemnani Residence 0 0 a a o ° CJ AIL- PC 41 lo ol a l/1 l \ , i y N J AREA = 61 28 ACRES Q D DJUL 5 0 2003 APK 2 � ZOuo South Windsor South Windsor BUILDING DEPARTMENT BUILDING DEPARTMENT 10 THE BU1LDOG WT. TGia'rt !�i This certified that this plan en4 speciflpntioas erg copies rd the proposed 1puliding or alterations to b- erected/aat n�V �n Wee 7 U t together with amendments s-ated in application at, _ Illed .lth plan and I agree to eomply with all zoning 3.rilding and st&te laws and w, _i, orders as &hall b. Issued by the 6uiiding Department during pendenc> t tnis apple_ ion and final issuance of a bulldirig permit. Signed '--' his plan is approved sublect to the condition that rd:rs zed ordinances regulating building shali be _!..d m ith --ondttionally Approved These filed with '" Building Inspector CIerb Cl' � / CERTIFICATION OF ZONING COMPLIANCE Prop^ `'Iuilc'ina(5): �Iss(s) -not structures) as on -� 2p� r�� to be in CO- 'c. ice `.: c�rrcnt ;aYh wine-or Variances and speclul exceF�Vna V8 _- - - ( j f�CT� 111a; Y. 77-1 D ate Officer 9 ara`S� i v 0 s L a 1 p r Db a I -7 7f r 7� f NOTES SOUTH WINDSOR POLLUTION CONTROL LOCATION Re,c/i e S OWNER Tot,.-,A ,CIU v\ TYPE OF WORK At tp(,j DATE 7-/N-9(J PERMIT PIPE INSTALLER Ca INSPECTOR P. DRAWN BY AL) 10 THE BUILDING DEi'l. TC%-ix _r .i.cfN this certified that this plan and spcuflo•ti—is ore tr. LJC, h D copies of the proposed building or alterations to be erected at {[�^, APR 2 5 2006 Win a ,�� Str.e, J together with amendments stated in application am SOtJth Wll+lv>!SQr filed with plan and I agree to comply with all zoning Building and state laws and such orders as shall ', BUILDING DEPARTMENT Issued by the building Department during pendenc of this application and final issuance of a buildin, permit. Signed / pt/ l This plan is approved subject to the condition tha! orders and ordinances regulating building shall bF compi:ed with. Conditionally Approved These filed with Building Inssp cti1orr Clerk op !�u 0 OL DOM PC, c 1�- I �g ... .......------ 10 p K rvJ I Z," Y, 14 7- PE4,;-P F1 C41S OIV06-rusg- o 0 1 MG UP VbL- p0c>37(i.Crjoo RIM 5blST-5 2-YV -rt c PL-q uj oo -r�(PLE f!-�-Opf CKUAlb I 51qxb 6ro 1970 3-011 M Fl-tr-14 Pea- lqx -:W 13WD sao-rN wwo5dr- ,5 CA IS,- 0 43. .E 43. 7 x x —1-Me-sessessa...... Town of South Windsor General Map N Connecticut ROAD NAMES 0 Date Printed: July 30,2003 PARCELS 0 40 Feet Text Annotation Property boundaries are dedved from the Town of South Windsor Tax Assessor maps,digitized at a scale of I"-100 fee4 and include the same data limitations and disclaimer as the Assessors maps. AI other data portrayed le representation only and,due to Inherent mapping limitations,should be used as a guide only.The Intent of this map Is to present a graphical representation of property bounderie and selected data.and the map is subject to change as more exurale surveys may disclose.Property boundaries mapped as of June 4,2001. G &Wa MANAGEMENT, INC. 102 PITkiN STREET • P.O. BOX 280928 • EAST HARTFoRd, CT Obl28,0928 • (8bO) 282,7377 • FAX (8bO) 282,7811 April 20, 2006 Mike& Elizabeth Thompson 41 Loon Place South Windsor, CT 06074 Dear Mr. &Mrs. Thompson: The Board has reviewed and approved your request to expand your deck. The ten(10) day Owner review period has passed with no comment by Owners. You are free to start the work. Copies of permits issued by the town must be sent to my office. It should be understood that Lakewood of South Windsor, Inc. shall be held harmless for any damage to your real or personal property, other people's real or personal property or utilities while performing this work. "Call Before You Dig" should be called at 1-800-922-4455 to prevent digging up buried utilities. If you have any questions I may be reached at 860-282-7377. Sincerely, Bryan lmer Agent for the Board of Directors Lakewood of South Windsor, Inc. l/ymember OlYX 91pn4 vytilVl� Home Comf ort A/0' LLC Statement of Agent Authorization I hereby designate and authorize Home Comfort Now, LLC to act in my behalf as my agent in the processing of all permit applications and to furnish, as requested, supplemental information in support of this application for the residence lncated at• As legal property owner, I (we) accept the legally binding nature of this permit application and acknowledge the ultimate responsibility of the owner in executing the conditions of the approval. I also understand that this authorization does not transfer ultimate responsibility for the approval to the agent. ignature of Property Owner Date/ ivnat�irP of Pr nnerty Qwner n tP SOWM Sfq y y r �1`%r V/ ��CJrt o C . Z � 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soe•ca TELEPHONE(860) 644-2511 June 1,2004 Mr.Paul Crumble 1970 John Fitch Blvd South Windsor, CT 06074 Dear Mr. Crumble: Pool season.is almost here. I would like to remind you that the Building Permit(s) #29561 for your pool is(are)still open. State Building Codes require the issuance of a Certificate of Use prior to using your pool. Please contact our office for a final inspection after setting up,but before use of the pool. All permits should be closed by June 30,2004. Should you have any problem meeting this date please send our office a letter stating the reasons. (The pool still can't be opened). If the pool is opened without the benefit of a Certificate of Use,a caveat may be placed in the land records stating Building Code Violations exist on your property. Please call Shirley at 644-2511 ext. 230 should you have any questions regarding this letter or to schedule the necessary inspections specified on the pool checklist. Our office hours are 8a.m. to 4:30p.m. Very truly yours, Christoph Dougan Chief Building Official I 0 7 E Q '4/-0 41 M O 1 ` 4 c,S B D 1 / o . �� o i .00 _ > GAR. j \ � we"•/ ' / /�//� � � � ♦ , � 11 /, �// / / 00, / / �, , b4 / � Y 0 AREA = 61. 28 ACRES I Jltu C- n 61L' �I '2U S pu F r4�Gva Sv J _� W 14jam?, %J2 (� (,r,- J K F•vF rtfg-(-�lZ - /art S tOgN SC+ A <� y t a u O-Psa� ?&U&ot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR•coN� AREA CODE 860/644-2511 March 9,2004 Mr. Paul Crumbie 1970 John Fitch Blvd South Windsor, CT 06074 Dear Mr. Crumbie: Our records show that there has been no,communication from you regarding your building permit for(a)deck 13'x28'under permit number#29827.A building permit ekpires.after six months of project inactivity.The last activity on record for this project was on 8/8/03.Please indicate the current status regarding this project within a week of receiving this letter and arrange for the required inspections. State Building Codes require the issuance of a Certificate of Use prior to the use of your deck. One month from the mailing of this letter,if action is not taken on your part a Caveat will be placed in the land records stating there are Building Code Violations on your property. We will not try to contact you again prior to doing so. The inspectors are available for making inspections from 9:00 to 12:00 p.m. and 2:00 to 4:00 p.m.Please call 644-2511 Ext.230 to schedule the required inspections. Sincerely, Christopher Douggan Chief Building Official 016H26504963 $055.720 ~ = 11/09/2007 Mailed From 06074 US POSTAGE 7004 2510 0003 9803 4879 MEW . TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 t`~• `�_ TO: Paul & Ann Marie Crumbie _r°* 1970 John Fitch Boulevard South Windsor , CT 06074 µ'`G � t �_ COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X ❑Agent I ■ Print your name and address on the reverse ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1 Article Addressed to: D. Is delivery address different from Rem 1? ❑Yes If YES,enter delivery address below: ❑ No e'�J" o '41r>L I q J a &V1 1 v CT 3. Service Type I 6 6 7L/- XCertified Mail ❑ Express Mall ❑Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Ezra Fee) ❑Yes 2. Article Number 7004 2510 0003 9803 4879 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1W f UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • I TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVE SOUTH WINDSOR, CT 06074 I 1 1OWN Sf, y r Town O-PSlafdA W O � e u m � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SoR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 2510 0003 9803 4879 November 9, 2007 Paul &Ann Marie Crumbie 1970 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. &-Mrs. Crumbie: Re: Open Permit #32486 There is an outsta^ding permit on the property referenced above. It has been outstanding since April 25, 2006. State Building Codes require the issuance of a Certificate of Use prior to using the proposed 14' x 18' sunroom on a 14' x 36' existing deck. Please contact our office for a final inspection. This is a final notice and if the Building Department does not receive a response from you by December 9, 2007 a caveat shall be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Very truly yours, Christopher lougan Chief Building Official CJD/pmm Facetwin screen Print for mann, from "UNIX" 11/9/2007 11:51:16 AM Query Next Previous Add update Remove Table Screen Current PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120061-1324861-IBI BUILDING PERMIT Serial No 1 868141 Status 10 1 OPEN Record Type JAI Permit Date 104/27/20061 C 0 Date I I History # 10 1 street code 120061 147701 11970 1 Site AddressJ1970 JOHN FITCH BLVD 1 Parcel No I I update by Ihol I Owner IMARIE & PAUL CRUMBIE I Update/Time 104/27/2006I/115491 Contractor I I Master Permit 1 01-1 01-1 1 Applicant [HOME COMFORT NOW, LLC I StruC Type 105 1 ADD ALT REP Address 113 HIGHLAND STREET I Construction 15B I CONSTR 5B [TODD BREWER I Use Group JR11 RESIDENT R1 Cty,St Zip JEAST HARTFORD I , ICTI 106108 1 Est Value 1 264651 Phone 1860-874-1239 1 Permit Fee 1 405.001 work Description C/O Fee 1 10.001 JERECT A 14X36 DECK (EXISTING) J Final Date I I I I Aff Cost I 01 I Aff Fee 1 0.001 Eng Fee 1 0.001 gOWN Sf, 7-awt-t O-P e � s � 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 SOR-CO TELEPHONE(860) 644-2511 CERTIFIED MAIL 7004 2510 0003 9803 4879 November 9, 2007 Paul & Ann Marie Crumbie 1970 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. & Mrs. Crumbie: Re: Open Permit #29827 Thcre is an outstanding permit on the property referenced above. It has been outstanding since July 30, 2003. State Building Codes require the issuance of a Certificate of Use prior to using the proposed 13' x 28' deck with no railings featuring one step completely around deck. Please contact our office for a final inspection. This is a final notice and if the Building Department does not receive a response from you by December 9, 2007 a caveat shall be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Ve truly yours I LJ-U I " ? Christopher Dougan Chief Building Official CJD/pmm i Facetwin Screen Print for mann, from "UNIX" 11/9/2007 11:50 26 AM Query Next Previous Add update Remove Table screen current PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120031-1298271-IBI BUILDING PERMIT Serial No 1 677341 Status 10 1 OPEN Record Type JAI Permit Date 107/31/20031 C 0 Date I I History # 10 1 street code 120021 147701 11970 1 Site Addressl1970 JOHN FITCH BLVD 1 Parcel No. 1 133 1 1 update by Iwil I Owner ICRUMBIE PAUL & N'MARIE 1 Update/Time 107/31/20031/115131 Contractor I I Master Permit 1 01-1 01-1 1 Applicant IPAUL AND N'MARIE CRUMBIE I StruC Type 105 1 ADD ALT REP Address 11970 JOHN FITCH BLVD I Construction INA I DOESN'T APP I I Use Group INAI DOESN'TAPPL Cty,St Zip ISOUTH WINDSOR I , ICTI 106074 1 Est Value 1 35001 Phone 1713-5851 1 Permit Fee 1 60.001 work Description C/O Fee 1 10.001 IDECK 13' X 28' 1 Final Date I I I I Aff cost 1 01 I I Aff Fee 1 0.001 Eng Fee 1 0.001 3 row(s) found �I � II , ASOwN se" III a Town O-P s--Outs V&7� o � l . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CON� TELEPHONE (860) 644-2511 I' CERTIFIED MAIL 7004 2510 0003 9803 4879 November 9, 2007 Paul &Ann Marie Crumble 1970 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. & Mrs. Crumbie: Re: Open Permit #29354 There is an outstanding permit on the pronerty referenced above. It has been outstanding since December 20, 2002. State Building Codes require the issuance of a Certificate of Use prior to using the proposed relocation of kitchen. Please contact our office for a final inspection. This is a final notice and if the Building Department does not receive a response from you by December 9, 2007 a caveat shall be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Very truly yours, Christopher Do gan Chief Building Official CJD/pmm Facetwin Screen Print for mann, from "UNIX" 11/9/2007 11:50 14 AM Query Next Previous Add update Remove Table Screen Current i PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120021-I293541-IBI BUILDING PERMIT Serial No 1 644691 Status 10 1 OPEN Record Type JAI Permit Date 112/23/20021 C 0 Date I I History # 10 1 Street Code 120011 147701 11970 1 Site Addressl1970 JOHN FITCH BLVD 1 Parcel No. 1 133 1 1 update by Iwil I Owner ICRUMBIE PAUL & N'MARIE 1 update/Time 112/23/20021/114171 contractor I I Master Permit 1 01-1 01-1 1 Applicant IPAUL CRUMBIE I Struc Type 105 1 ADD ALT REP Address 11970 JOHN FITCH BLVD I Construction 15B I CONSTR 5B I I Use Group IR1J RESIDENT R1 Cty,St Zip ISOUTH WINDSOR J , JCTJ 106074 1 Est Value 1 100001 Phone 1250-8592 1 Permit Fee 1 150 001 work Description C/O Fee I 10 001 IRELOCATE KITCHEN 1 Final Date I I I I Aff Cost 1 01 I I Aff Fee 1 0.001 7 row(s) found Eng Fee I 0.001 <OqN SE, r 7-0 win V c 2 � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�OSOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 2510 0003 9803 4879 November 9, 2007 Paul &Ann Marie Crumbie 1970 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. & Mrs. Crumbie: Re: Open Permit #30160 There is an outstanding permit on the property referenced above. It has been outstanding since October 15, 2003. State Building Codes require the issuance of a Certificate of Use prior to using the proposed installation of a 1000 gallon above ground propane tank. Please contact our office for a final inspection. This is a final notice and if the Building Department does not receive a response from you by December 9, 2007 a caveat shall be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Very truly yours, Christopher 6ougan Chief Building Official CJD/pmm t Facetwin Screen Print for mann, from "UNIX" 11/9/2007 11:49 51 AM Query Next Previous Add update Remove Table Screen Current PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120031-1301601-IBI BUILDING PERMIT Serial No 1 697131 Status 10 1 OPEN Record Type JAI Permit Date 110/28/20031 C 0 Date I I History # 10 1 Street Code 120021 147701 11970 1 Site Address11970 JOHN FITCH BLVD 1 Parcel No. 1 133 1 1 update by Iwil I Owner ICRUMBIE PAUL & N'MARIE I update/Time 110/28/20031/1856 1 Contractor 14701 ALL GAS & EQUIPMENT CO Master Permit 1 01-1 01-1 1 Applicant TALL GAS & EQUIPMENT CO I Struc Type 117 1 FUELTNKRES Address 13150 MAIN STREET I Construction INA I DOESN'T APP I I use Group INAI DOESN'TAPPL Cty,St Zip IHARTFORD I , I RI 106120 1 Est value 1 6001 Phone 1 (860)278-99101 Permit Fee 1 15.001 work Description C/o Fee 1 0.001 [INSTALL 1,000 GAL ABOVE GROUND 1 Final Date I I IPROPANE TANK FOR POOL HEATER 1 Aff Cost 1 01 [AND HOT WATER I Aff Fee 1 0.001 5 row(s) found Eng Fee 1 0.001 1 l 0*1 U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOe-c° TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 2510 0003 9803 4879 November 9, 2007 Paul &Ann Marie Crumbie 1970 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. & Mrs. Crumbie: Re: Open Permit #29561 There is an outstanding permit on the property referenced above. It has been outstanding since April 24, 2003. State Building Codes require the issuance of a Certificate of Use prior to using the proposed replacement of in ground pool. Please contact our office for a final inspection. This is a final notice and if the Building Department does not receive a response from you by December 9, 2007 a caveat shall be placed in the land records stating a Building Code Violation exists on your property. Please call Alice at 644-2511 ext. 230, should you have any questions regarding this letter or to schedule the necessary inspections. Our office hours are 8:00 a.m. to 4:30 p.m. Very truly yours, awAtqk--t1 &'tr r5L-- Christopher bougan Chief Building Official CJD/pmm f Facetwin Screen Print for mann, from "UNIX" 11/9/2007 11:49:40 AM ' Query Next Previous Add update Remove Table screen Current PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120031-1295611-IBI BUILDING PERMIT Serial No 1 660691 Status 10 1 OPEN Record Type JAI Permit Date 105/09/20031 C 0 Date I I History # 10 1 Street Code 120021 147701 11970 1 Site AddressJ1970 JOHN FITCH BLVD J Parcel No 1 133 1 1 update by Iwil Owner ICRUMBIE PAUL & N'MARIE I Update/Time 105/09/20031/112141 Contractor IH471 POOLS BY MURPHY & SONS INC Master Permit 1 01-1 01-1 1 Applicant IPOOLS BY MURPHY & SONS INC I Struc Type 108 1 SWIM POOLS Address 121 OZICK DRIVE I Construction 12C I CONSTR 2C I I Use Group JU I UTIL & MISC Cty,St Zip IDURHAM J , JCTJ 106422 1 Est Value 1 300001 Phone 1 (860)349-97741 Permit Fee 1 450.001 work Description C/O Fee 1 10.001 JINGROUND POOL REPLACEMENT J Final Date 1 1 14' X 88' 1 Aff Cost 1 01 J Aff Fee 1 0.001 Eng Fee 1 0.001 6 row(s) found APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPR VE 1540 SULLIVAN AVENUE i 0OPZ� Bldg.Permit# o� zz,x1----) 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 I�� '� gtV�( Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT V►1 e'S "` L}e k j 1N,,cN tA t APPLICANT ADDRESS APPLICANT'S PHONE# oW N SF OWNER �,6M r-- 514 tT MN r11�'C- q� OWNER ADDRESS -- OWNER PHONE ESTIMATED COST$ C ..� V IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ 0P4b V TYPE OF JOB: SOR CO New Installation Alteration/Addition/Repair ;2-0ly61175- Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: Ik HEATING ❑ RESIDENTIAL 14 A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC 14 WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) U -1 l rc-�v�A c I!7 0 0-0 0 GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY AGAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 11-6 x L i U i TONNAGE —L4 COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) �, c, FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) -- FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. Ci CONTRA 1 UM L,%�EIyS.E NO. D TYPE G STATE SIGNATURE OF APPLICANT Oil DATE BUILDING PERMIT IL16042(4. STATE OF CONNECTICUT WORKERS'GOWENSATICIN COMSSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen..Stat.§31-286b) Property located at I j—e ' In the town of Name of building permit applicant: �GaI sue sC(, e 14A►ti.a ti . Please check one: 1. �� aam the owner of the above property. 2._I am the sole..proprietor of a business. 2A.Name of business 2B..Federal Employer.Identification Number TEN) ..............................................................................:................................ ...... Pursuant to§31280,"a-propearty owner or sole FWkietot[who]intends to act as a general contractor or principal employe:"may p xmido either a certificate of workers'compensation. insurance or.a":sworn notarized a8"td t...stating that he will require proof of worl=e compensation insurance for all those employed on the job site is accordance with this chapter." Please check qne: 1._L.Wnot intend to act as a general contractor or print_ipal employer. [Sign ands here] n ,. Signature`of applicant 2._I intend to act as-a general.contractor'or principal employer.Applicant must either p9�ovido a certificate of*orj=e compensation insurance or sign the affidavit Wow. ' .......................................................................::.................................... :...... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other wwcrlcer.before helshe engages in work on the above property in accordance with thi'Wab&Compensation Act.(Chaptet568). I understand that pursuant to§31-275.(:.G.S,offeds of a corporation and partners in a partnership may clod to be excluded f om coverage byy filing a waiver with the appropriate District Office;and that a sole proprietor ofa business is not required to have coverage unless he filos his intent to accept coverage. Signature of applicant SubsciBed and sworn to before me this day of ,200 . (Notary Public!Commissioner of the Superior Court) ' G E�k1NG ae G`O.OI,T{1T[i'7.�(l'i$p CONXR�7'bB. • 95REG P�'ItxIly '%DEXHIRm �:;�_09�4��,.:�, �.d$•/3�/7A�5'. - - y - Load Short Form Job: Date: Jul 25,2014 Entire House By: AMC MECHANICAL WESTHAVER CT -Project Information For. tGj`Zo JOHN FITCH BLVD, SOUTH WINDSOR, CT Design Information Htg Clg Infiltration Outside db('F) 0 90 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 70 15 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 19 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 2731 cfm Actual air flow 2731 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.94 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 2ndfloor 1448 57660 40559 1212 1669 1stfloor 1495 72224 38922 1519 1602 Entire House 2943 129884 66311 2731 2731 Other equip loads 0 0 Equip. @ 0.95 RSM 62995 Latent cooling 4124 TOTALS 2943 129884 67119 2731 2731 Bold4ta/k values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2014-Jul-2517:10:52 wrightsoft Right-suite®Universal2013 13.0.10 RSU02137 Page 1 ACCK Projedt.rup Calc=MJ8 Front Door(aces:N Load Short Form Job: Date: Jul 25,2014 A E 1st floor By: AMC MECHANICAL W EST HAVEN,CT Project • • For. U0110 JOHN FITCH BLVD, SOUTH WINDSOR, CT Design Information Htg Clg Infiltration Outside db(OF) 0 90 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 70 15 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 19 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 221 10127 7175 213 295 KITCHEN 675 32924 18851 692 776 FAMILY ROOM 390 21154 8758 445 1 360 BATH HALLWAY I 125 I 2295 I 2428 2799 I 48 33 MUDROOM 36 3296 1235 69 51 1st floor 1495 72224 38922 1519 1602 Other equip loads 0 0 Equip. @ 0.95 RSM 36976 Latent cooling 2369 TOTALS 1495 72224 39345 1519 1602 SokYdalk:values have been manually oven Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2014-Jul-2517:10:52 wrightsoft" Right-Suite@ unhersal 20l3 l3.0.lO FtSu02137 Page 2 fIC'iCl� Projedl.rup Calc=MJ8 FronlDoortces:N Load Short Form Job: Date: Jul 25,2014 T 2nd floor By: AMC MECHANICAL WEST HAVEN,CT Project • • For: t41-10JOHN FITCH BLVD, SOUTH WINDSOR, CT Design • Htg Clg Infiltration Outside db(OF) 0 90 Method Simplified Inside db(OF) 70 75 Construction quality Average Design TD (OF) 70 15 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 28 19 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Ht load CI load Ht AVF CI AVF 9 9 9 9 (ft2) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 1 255 9543 6481 201 267 BATH 1 44 1078 446 23 18 BEDROOM 2 187 6471 3469 1 136 143 BEDROOM 3 I 216 I 834 6609 I 186 I 272 BATH 3 64 1136 492 24 20 BEDROOM 4 I 204 I 5827 4457 I 123 183 MASTER BEDROOM I 272 I 10278 I 11702 I 2116 482 MASTER BATH 110 8034 3010 169 124 SokWalk values have been manually ovenirlden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wr F1ttSOtFt" 2014-Jul-2517:10:52 l ,tom 9 Right suite®universal 201313.0.10 RSu02137 Page 3 .4CCI1 Project1sup Calc=MJ8 FrontDoorboex N ► II 2nd floor 1448 57660 40559 1212 1669 Other equip loads 0 0 Equip. @ 0.95 RSM 38531 Latent cooling 1755 TOTALS 1448 57660 40286 1212 1669 I SokWalk values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2014-Jul-2517:10:52 .� wrightsoft• RightSuLe-0 universal201313.0.10 RS1102137 Page 4 ACCP. Projectl.rup Calc=MJs Front Door faces N 1 Electric # U3-V APPLICATION FOR BUILDING PERMIT Plumbing# 1970 John Fitch Blvd Date: n q HVAC 4 Sprinkler# 29230 FINAL R --- -- —- — -- Estimated Cost $ Building 11 COMPLETE RED BOXED AREAS Permit Fee $ En need Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for CO. ► SIGN ON REVERSE SIDE r �+ ---- - -- - - Total Fee $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant7Zr A 11 L•Prq-f 0, ra /,---)ti.c, C Location of Work 152 :�r, OW D, Lot No. Applicant's Address '3/s 0 /�y/z ,, f� Tel.# S6 - 224F z37 6 Town -,-- j C_'-= Zip D 6/2-3 Lic.# G/ .?? Owner C►--u hA b i-e Architect Owner's Address /5'7 o 0/yd. Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit h r�o�� a o z-/ _ ', ti 2 W i��c a ► 1P z A V .eh�. z City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date-1 Use Group — Construction Type Revised 6/02 I hereby agree to conform to all the requirerr w is of the Laws of the State of Comecticut and the Ordinances of the Taws of South Windsor and to notify the Building Inspector of any a1 11- In to plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street I rws,side yard lines,and required distances from all other zones and is located in which this buitft and tts use is slowed. Signed ze L . I hereby apply for a Certificate of Occupency for the work described in this application for the permit Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS In,sFection / Approval Date By Appl ,Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29230-B 550 PO4 GAS TEST 10/16/03 JFF A INERIOR TEST ONLY NEED TEST EXTERIOR TANK TO HOUSE PO4 GAS TEST' 10/17/03 WNB A TANK TO HOUSE,WITH OWNER. B10 FINAL 11/08/07 JFF A PER INSPECTIONS OF 10162003 AND 10172003 OK TO SIGN OFF Electric# �/ .3 ��j'�1� APPLICATION FOR BUILDING PERMIT Plumbing# 01� HVAC /1 � (�� 1970 John Fitch Blvd Date: ��'2F5 GZ_ I I Sprinkler# 2 9 3 5 4 Estimated Cost $1wi_ 00 0 FINAL _ Buildings °r COMPLETE RED BOXED AREAS Permit Fee $ /+SLR Occupancy Fee $ Enginee ' TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavi Appr. for CO SIGN ON REVERSE SIDE Total Fee $ f60 TO THE UI ING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant fAU f6CCALU(A& C Location of Work SR C Lot No. N Applicant's Address t 11-fD z7b%im FtTCK Rt J-a. Tel.# &bO-as O-&s Town C' Gc4-M yj i NaV.-OQ. _ C -T, Zip C (o Djf Lic.# N I a Owner- Au L4 r,39 6 R.i E C.a U fVKa i E Architect � Owner's Address f IQ ac" FiTcA iLLV-*t-%. Architect's Address S;QaT% V�i NDSOP` C-T- Zip OIcO {. Zip Sq. Ft. New Area: 1st FI. ;ro'-g 2nd FI. 3rd FI. Total New Area 74� Purpose of this permit R E LOL R'Ti c tJ a K i TC-r;l EN we l6l o P < "T'o A E (!c*kP l ETEz .B•V k�m.�MC 4 c,t�N►EYZ. City Water❑ Weller Septic Systemria" Sewer❑ Ins: HO V SP Cert. Area Basement Garage Approved by Date 14 Use Group Construction Type Rovi"d GM2 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its is . 'r Signe hereby apply for a Certificate of Occupancy for the work descri appf for the permit. Signed DO NOT WRITE BELOW T S LINE INSPEC ION COMM NTS Inspection / Approval Date By Appl Code Description Due whom Code Comment ------------------------------------------------------------------------------- **-29354-B 10,000 BO1 FOOTING O1/09/03 CJD A LEFT TICKET B03 FRAMING (ROUGH) 03/24/03 CJD D BOLT THROUGH 0 COLLAR TIES E03 ROUGH 03/24/03 CJD D COMPLETE JOB, WIRE NUT AT BOXES DISCUSS LOCATION OF SUBPANEL B09 OTHER 03/24/03 CJD N/A SLAG POUR IN CRAWLSPACE, VAPOR BARRIER?FTNGS FOR LALLY COLUMNS? H03 ROUGH 03/25/03 CJD D NO ACCESS E03 ROUGH 03/31/03 CJD A H03 ROUGH 03/31/03 CJD D NEED HEATLOSS AND PERMIT B04 INSULATION 04/02/03 JFF A WITH OWNERS AN CONTRACTOR WENT OVER SMOKE REQUIREMENTS B09 OTHER 11/08/07 JFF NO RESPONSE TO LETTER OF 04042007 SEND FINAL NOTICE B10 FINAL O1/28/08 JFF A WITH OWNERS KITCH COMPLETED SMOKES AND CO DET ECT INSTALLED OK FOR COFO **-11713-H 4,800 **-11224-P 1,000 **-18183-E 500 Electric# ^ APPLICATION FOR BUILDING ERMIT Plumbb HVACI# # 1970 John Fitch Blvd Date: Sprinkler# �� 2 9 5 61' i FINAL RO _ - Estimated Cost $ _�-- Buildin COMPLETE RED BOXED AREAS Permit Fee $Engineer Occupancy Fee $ g TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit SIGN ON REVERSE SIDE Appr. for C o Total Fee �+ TO THE B LDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work .w Lot No. Applicant's Address yZ Tel.# ,P,�_4 ?ZZ Town Zip 06!� ?-v Lic.# V: Owner G A1x1 m 11 e, Architect Owner's Address N i U�' Archit is Address O Zip oM,7�� Zip Sq. Ft. New Area: 1st Fl. 2j2d FI. 3rd FI. Total Ne Area Purpose of this permit e �2. %�1 d 4 my City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date f Z�/-c3 Use Group ✓ Construction Type / 11 -- - — Revised 8102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which is bui d use is allowed Signed I hereby apply for a Certificate of Occupa f rf this for the permit { Signe DO NOT WRITE BELOW THIS LI E INSPECTION COMMENTS J U N 0 12004 pnTr Xe r -T ±LI�LOZ SC , r n All, Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29561-B 30,000 B03 FRAMING (ROUGH) 06/10/03 CJD A E03 ROUGH 06/10/03 CJD A PARTIAL BND, REBAR, NO #8 TO WET NICHE E02 UNDERGROUND 07/07/03 CJD A #8,POTTED 2 LIGHTS OK, B10 FINAL 06/08/04 CJD D NO ACCESS B10 FINAL 06/22/04 CJD D CHECK INDOOR POOL REQ. B09 OTHER 11/08/07 JFF NO RESPONSE TO LETTER OF 04042007 SEND FINAL NOTICE B10 FINAL 01/28/08 JFF D WITH OWNERS NEED DOOR AND SLIDER PROTECTION B10 FINAL 02/02/09 JFF A WITH OWNER DOORS AND SLIDERS ALARMED OUTLET ADJ TO POOL REMOVED **-18258-E 800 Electric'# .� APPLICATION FOR BUILDING PERMIT 0 Plumbing# �1'p 1970 John Fitch Blvd Date: /7—.30• U 3 HVAC # Sprinkler# i� _ 29827 -- - Estimated CostFINAL _s�w— Buildingl �'r'f""' F1010- SIGN PLETE RED BOXED AREAS Permit Fee $ `o U Enginee n TYPE OR PRINT ONLY Occupancy Fee $ / o AfHdavi Eng. Insp. Fee $ o �i ON REVERSE SIDE / n ab Appr. for CO( �; - - Total Fee $ /U. TO THE Ull;�IN. G DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant&t-//- IV%n RiE jr-A c rnQ/� -Location of Work / �i �' JiKt� orlTC9 Z/if Lot No. Applicant's Address / f,7O ae_-hq /CiTcrl WLy1S • ',el.# 9&C - ri 3-.5c��f Town• i tV 1 r,rd S CA 6--T- Zip Lic.# Owner- /4Ial�// /UYii I14/-E Z i-?t Architect Owner's Address / 4F O Z�P-C/56-0 f-: ,- QZ//i Architect's Address �'d� c c�✓Jr(/i ��rni . L7 Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit o&"a �� Q�/ G/--/�l7cs/t� 2� /1/C flA�/��!-/, Qiy�_C i itlrtT E � E7>? •T L / City Water❑ Wellg/ Septic Systeme - Sewer❑ Ins: HO SP Cert. Area Basemen Garage proved by Date f-3 0.0 3 Use Group Construction Type ,� Revised W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whic4VA building and its use is alowed. Signed ce— I hereby apply for a Certificate of Occupa work riped in this application for the permit. Signed i !/ DO NIf WRITE BELOW THIS LINE INSPECTION COMMENTS MAR 9 2 six Ir Inspection / Approval Date By Appl Code Description Due Whom Code Comment ` ------------------------------------------------------------------------------- **-29827-B 3,500 BO1 FOOTING 08/08/03 WNB A 6 PIERS WITH CONTRACTOR,SOME WATER NO POUR UNTIL DRY B09 OTHER 11/08/07 JFF NO RESPONSE TO LETTER OF 03172007 SEND FINAL NOTICE B10 FINAL O1/28/08 JFF A WITH OWNERS COMPLETED OK FOR COFO Electric # APPLICATION FOR BUILDING PERMIT PHVACI## MVO-A 1970 John Fitch Blvd Date: ��/s- �'3 Sprinkler# \f 3 016 0 p t/Lz 2 FINAL P O FSIGN — --- Estimated Cost '♦� 4QBuilding i Permit Fee $ En nee n PLETE RED BOXED AREAS Occupancy Fee $ AffidavitTYPE OR PRINT ONLY Eng. Insp. Fee $ A r. for Co. ON REVERSE SIDE PP Total Fee $ f,� TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant e t x 'Location of Work 70 Lot No. Applicant's Address ' i sro M go iL- ST Tel.#��6�0, ,S 2 2- S7,147 Town &r D Zip Z?i�Z2 0 tic.# Owner 7,& v/ /' Rv m 6, Architect Owners Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit l,v 5—F4& /-/ 0-0 4694. Rb®vp �r�U�� PO f�Ai✓It %�a N.�c ie "- 7- f{o% Lv,a i c 19 Lo lde 5 City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group — Construction Type.----- Rwl"d 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be boated the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in this Wild' and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS S dAX Fr- Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30160-B 600 B09 OTHER 11/08/07 JFF NO RESPONSE TO LETTER OF 04032007 SEND FINAL NOTICE B10 FINAL O1/28/08 JFF A WITH OWNERS PER CJD AND HOWARD ALL GAS PO4 WAS DONE AND APPROVED 1 ' Electric# �1�� ' APPLICATION FOR BUILDING PERMIT Plumbing# _ i 'G HVAC # �" 1�� 1970 John Fitch Blvd. Date: S rinkler# pFINAL R 3 2 4 8 6 Q ✓.�.✓` _ ; Estimated Cost $ S Buildin --- -- -- ----- Permit Fee $ COMPLETE RED BOXED AREAS I Occupancy Fee $ Enginee ' TYPE OR PRINT ONLY Eng. Insp. Fee $ A SIGN ON REVERSE SIDE Appr. for CO. - Total Fee $ �IS TO THE B ILD G DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicantr000444 - tµ rktW N0w`�ocation of Work � 6 0 n f� qJd Lot No. Applicant's ddress I .N IG 5r Tel.#(W j0j I7Y z39 Town t f Zip 6 611) Lic.# Owner. M I i,f RtiL- U-0"i Architect Owner's Address I 170 J6 ,0 F1/C'k IbIVCT Arch_itect's Address S'�/WDsp� Zip OW l 7 p Sq. Ft. New Area: 1 st FI. 7i 2nd F. 3rd FI. Total Npw a Purpose of this permit �or A I If S(�T A- iY City Waterer Well❑ Septic System❑ Sewer Ins: HO SP Cert.� Area Basement Garage Approved Date e Use Group__ Construction Type _ Revised 6/02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the er distance from all street lines,side yard lines,and required distances from all other zones and is located this buil i g nd its use is allowed. Signed I hereby apply for a Certificate of Oc�anc�y for he we k described in this application for the permit. Signed I tfojq DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS r - '->4 , . _( / J W G✓�{J"S _ C_i 1 V < / k/1, t l SIN A!� Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32486-B 26,465 B09 OTHER 11/08/07 JFF NO RESPONSE TO LETTER OF 04042007 SEND FINAL NOTICE B10 FINAL 01/28/08 JFF A WITH OWNERS NOTE NO ELECT IN SUNRM OR FOR COFO c APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT _?Cl-,c'3 03 APPROYEP 1540 SULLIVAN AVENUE Ako_�k_ 644-2511 ext. 230 Bldg.Permit# Date Ar'70iu ding Inspector m Application must be printed or typed FEE SCHEDULE a Location of Job: $o-$1,000=$15.00 y; 1970 John Fitch Blvd Over$1,000= g Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Skyline Solar LLC k APPLICANT ADDRESS 121 E North Plains Industrial Rd. } ' Wallingford, CT 06492 APPLICANT'S PHONE# 732-354-3111 OWNER Ramesh Hemnani �QW N S�q` OWNER ADDRESS 1970 John Fitch South Windsor, CT 06074 CIO OWNER PHONE 7323543111 fir. � Er CO ESTIMATED COST$ $31320 •� U IS THIS A CONTRACT COST? Yes X No f-* FEE ENCLOSED$ �j 7 TYPE OF JOB: I�SOR•COS New Installation x Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ® YES ❑ NO ® RESIDENTIAL CURRENTUSEAND OCCUPANCY Single Family Dwelling ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY Single Family Dwelling ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS1970 John Fitch Blvd ❑ GARAGE ❑ MIXED USE CITY South Windsor STATE CT ZIP 06074 (Other please specify) TYPE OF INSTALLATION/WRUNG METHOD_PV Solar System SIZE OF SERVICE 200 SIZE OF MAIN CONDUCTORS NUMBERS OF METERS 1 NUMBERS OF DISCONNECTS AND RATINGS 60A Fusible NUMBERS OF PANELS 58 NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HENF LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OE WORK Installation of a safe and code compliant grid-tied solar pv system on an existing residential roof top. - 58 Panels / 19.72 kW THE UNDERSIGNED HEARBY APPLIES FORA PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK 0192791 El ' Connecticut CONTRACTORS LICENSE NO. TYPE STATE i SIGNATURE OF APPLICANT STD DATE 6/12/20 ABBREVIATIONS ELECTRICAL NOTES GENERAL NOTES INDEX A AMPERE 1. WHERE ALL TERMINALS OF THE 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED AC ALTERNATING CURRENT DISCONNECTING MEANS MAY BE POWER-CONDITIONING INVERTER. PV1 COVER SHEET BLDG BUILDING ENERGIZED IN THE OPEN POSITION,A 2, THIS SYSTEM HAS NO BATTERIES,NO UPS. CONC CONCRETE PV2 SITE PLAN SIGN WILL BE PROVIDED WARNING OF 3, ALL INVERTERS AND ARRAYS ARE NEGATIVELY C COMBINER BOX THE HAZARDS PER ART.690.17. GROUNDED. PV3 ARRAY DETAIL D DISTRIBUTION PANEL DC DIRECT CURRENT 2 EACH UNGROUNDED CONDUCTOR OF 4. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. EGC EQUIPMENT GROUNDING CONDUCTOR THE MULTIWIRE BRANCH CIRCUIT WILL PV4 STRUCTURAL VIEWS (E) EXISTING BE IDENTIFIED BY PHASE AND SYSTEM PVS SINGLE LINE EMT ELECTRICAL METALLIC TUBING PER ART.210.5. GALV GALVANIZED 3. A NATIONALLY-RECOGNIZED TESTING VICINITY PV6 LABEL SET GEC GROUNDING ELECTRODE CONDUCTOR LABORATORY SHALL LIST ALL GND GROUND EQUIPMENT IN COMPLIANCE WITH ART. HDG HOT DIPPED GALVANIZED 110.3. 1 CURRENT 4, CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97,250.92(B) INVS INVERTERS 5, DC CONDUCTORS EITHER DO NOT ENTER lac SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC APPLICABLE CODES kW KILOWATT RACEWAYS OR ENCLOSURES TO THE LBW LOAD BEARING WALL FIRST ACCESSIBLE DC DISCONNECTING 2015 IBC MIN MINIMUM MEANS PER ART.690.31(E). 2017 NEC (N) NEW 6, ALL WIRES SHALL BE PROVIDED WITH NEC NATIONAL ELECTRIC CODE STRAIN RELIEF AT ALL ENTRY INTO AHJ: Town of South Windsor NIC NOT IN CONTRACT BOXES AS REQUIRED BY UL LISTING. NTS NOT TO SCALE 7 MODULE FRAMES SHALL BE GROUNDED 1540 Sullivan Ave. OC ON CENTER AT THE UL-LISTED LOCATION PROVIDED South Windsor,CT 06074 P PANEL BOARD BY THE MANUFACTURER USING UL (860)644-2511 PL PROPERTY LINES Pv PHOTOVOLTAIC LISTED GROUNDING HARDWARE. PVC POLYVINYL CHLORIDE 8. ALL EXPOSED METAL PARTS(MODULE UTILITY:EVERSOURCE S SUBPAIIEL FRAMES,RAIL,BOXES,ETC.)SHALL BE SCH SCHEDULE GROUNDED USING UL LISTED LAY-IN SS STAINLESS STEEL LUGS LISTED FOR THE PURPOSE.POSTS SSD SEE STRUCTURAL DIAGRAMS SHALL BE MADE ELECTRICALLY SKYLINE SOLAR STC STANDARD TESTING CONDITIONS CONTINUOUS WITH ATTACHED RAIL. SWH SOLAR WATER HEATER 9, MODULE FRAMES,RAIL,AND POSTS 4 CROSSROADS DR.SUITE 116 TYP TYPICAL SHALL BE BONDED WITH EQUIPMENT HAMILTON,NJ 08691 LON UNLESS OTHERWISE NOTED GROUND CONDUCTORS AND GROUNDED UPS UNINTERRUPTIBLE POWER SUPPLY LICENSES V VOLT AT THE MAIN ELECTRIC PANEL. Vmp VOLTAGE AT MAX POWER 10- THE DC GROUNDING ELECTRODE HIC:632594 Voc VOLTAGE AT OPEN CIRCUIT CONDUCTOR SHALL BE SIZED ELEC:0188969-E1 W WATT ACCORDING TO ART.250.166(8)&690,47 3R NEMA 3R.RAIN TIGHT JOB NUMBER: 198183 UTILITY: EVERSOURCE OWNER msrn flm usxxcar PAGE HEMNANI,RAMESH HEMNANI RESIDENCE AW p RACKING: IronRidgeXR-100 Gr.n.GG,. 1970 John Fitch Blvd. 19.72 kW DC ROOF SOLAR SYSTEMMODULES: (58)Hanwha OYEAK Duo BLK-G6 340 South Windsor,CT 06074 SKYLINE SOLAR INVERTER: (58)Enphase 10 7 AC SYSTEM SIZE:13.92 kWACv a,E 0570 °" ""` CO�ps"" I r N LEGEND UTILITY METER LOAD CENTER Cm irvv INVERTER ac AC DISCONNECT 200 FT.TRENCH MSP MAIN SERVICE PANEL ❑e DC JUNCTION BOX eMONITORING UNIT AC DISCONNECT ❑D DISTRIBUTION PANEL UTILITY METER LC LOAD CENTER MAIN SERVICE PANEL CONDUIT �—� FENCE JOB NUMBER: 198183 UTILITY: EVERSOURCE HEMNANI,RAMESH HEM PV2 HEMNANI RESIDENCE AW ��— RACKING: IronRidge XR-100 MRY-IT1 1970 John Fitch Blvd. 19.72 kW OC ROOF SOLAR SYSTEM MODULES: (58)Hanwha O.PEAK Duo BLK-G6 340 South Windsor,CT 06074 SKYLINE$OIAR INVERTER: (58)Enphase 10 7 AC SYSTEM SIZE: kWAC KEY �" °�°�dZ0 °"�"`"" SITE PLAN /N LEGEND ��(J — ROOF --- RAFTERS I I I I i I 1 1 I 1 1 I I RAIL I I I 1 1 1 l i1 •' l e 1 1 1 I I I I Q MOUNT 11 1 1 1 1 I O _1 1 1 p I 1 I I 1 +---« •-�-- t o-- -o I o o ® OBSTRUCTION - I 0' TOTAL PENETRATION COUNT t S6 MP2 i i .1_..b i O-I -J--1- -' O MPI (19)MODULES i i i (39)MODULES MP1 R PROF LLE 2X8 RAFTER SPACING 24' e-s -o ♦ O C.J.SPACING 24" TI- , SPACING ROOF PITCH ARRAY PITCH ENT 72' 18° 18° p- j AZIMUTH 114• O ARRAY AZIMUTH 114' I I ROOF --� O- O r � � O t-- O 1 0 0 SURFACE COMP SHINGLE JUNCTION BOX I i O 1 I d O I STORIES 2 I t I I I O- t -1 t --+ O MP2 RAFTER PROFILE 2X8 9 O e I 1 • e _.19 O- RAFTER SPACING 24" C.J.SPACING 24"n. ATTACHMENT I I 1 SPACING 1 I 1 I I I 1 I ROOF PITCH 18' I I I I I ARRAY PITCH 18• I I I I I I i i i I ROOF AZIMUTH 294° ARRAY AZIMUTH 294' I 1 1 I I I Y 1 Y G I SURFACE I I I I 1 I 1 ♦ .1 �._ O_ TYPE COMP SHINGLE STORIES 2 I I LOAD CENTER I I i i i I 1 0 - -e ATTACHM 1 I 1 I I I t 1 I L I I 1 I I I 1 1 I 200 FT.TRENCH TO HOUSE ROOF LEAD SIGN OFF: JOB NUMBER: 198183 UTILITY: EVERSOURCE °H" 0E6�"MN u�s�wDer. L PV3 HE MNANI,RAMESH HEMNANI RESIDENCE AW—mod= RACKING: IronRidge XR-100 UI4IYACCT• 1970 John Fitch Blvd. 19.72 kW DC ROOF SOLAR SYSTEM MODULES: (58)Hanwha Q.PEAK Duo BLK-G6 340 South Windsor,CT 06074 SKYLINE SOLAR INVERTER: (58)Enphase 10 7 AC SYSTEM SIZE:13.92 kWAC � a,L MWM20 MEOW ARRAYDETAIL Sl Y-6"I SOLAR MODULE d� v' RAIL L-FOOT MP1&2 SIDE VIEW OMSE-LAG SHINGLE NTS METAL ROOF METAL TRUSS @ 12'0 C 5"Xi"-LAG PURLINS 2X8(D 24"0 C MAX SPAN 21'-5" 2.5"MIN.EMBEDMENT STANDOFF PER SCREW SCALE:1:8 2X8 NOMINAL JOB NUMBER: 198183 UTILITY: EVERSOURCE "H" DF6CRMN OE6DREDBT. �� PV4 HEMNANI,RAMESH HEMNANI RESIDENCE AW �w�uo' RACKING: IronRidgeXR-100 DiR VACC1 1970 John Fitch Blvd. 19.72 kW DC ROOF SOLAR SYSTEM MODULES: (58)Hanwha O.PEAK Duo BLK-G6 340 South Windsor,CT 06074INVERTER: (58)Enphase 10 7 "�� °"� ftly p PAGFUME. STRUCTURALMEWS AC SYSTEM SIZE: kWAC BREAKER 81NGLE R FUSE UNDERGROUNOUN D UTILITY SERE BREAKERW SIZE BRANCH i of MODULES OPT CURRENT IN �— sLMrcN I BRANCH! 14 14 20 METER — BBJJ,BJB BRANCH 1/ 14 20 _ EARTH GROUND BRANCHS 15 15 20 BRANCH 4 15 15 20 ---- cEc INVERTER MAX CONTINUOUS OUTPUT CURRENT(A)• 1 TOTAL BACKFEED(A)• 5B ----- EGC LOAD CENTER BACKFEED(A) 75 d 100AZP g 1 2 2 T A7C 4 (NI IOOA LOAD CENTER INI—AC DISCONNECT ADECKU81BLE LOCKABLE NIMFT ION BOK (N,(M)H—O PEAK D,,SU G6010 WIkN PV MODULES TRENCH UBEDUNDED —I(M EnPKAw Q 7 MK;ROINVERTERS --- BT— ---- --- ---- OPT CURRENT•1. __-_ _LOP ---- BMPt--- ---- --- ---- OPT CURRENT+I__PVC.r ---- B O--- ---- OCIIPRENT150A p 2p TDDMIPBIIANCMOfNSONMPI--- --- ---- ---- OPT CURRENT•t50A IE7 LOADS tEI LOADS 1I 11 5 � II II D 'u I, II ---J ErgNw Enwy J GROUNDING ELECTRODE WIRE SCHEDULE 3 4 ELECR LEAD AWG 04,THNM•2 AWG 04.THWN-2 AWG X10,THWN-2 AWG 010,PV WIRE AWG 98.THWN-2,EGC/GEC AWG N8,THNM-2,EGCIGEC AWG#10,THWN-2,EGC/GEC AM#10,THWN-2.EGC SIGN OFF: CONDUIT,3/4•EMT CONDUIT.314•EMT CONDUIT,3/4'EMT CONDUIT,314•EMT JOB NUMBER: 198183 UTILITY: EVERSOURCE ° DLBI:R R JF➢BY HE PV5 HEMNANI,RAMESH HEMNANI RESIDENCE AW RACKING: IronRidge XR-100 Rl TYACCT. 1970 John Fitch Blvd. 19.72 kW DC ROOF SOLAR SYSTEM MODULES: (58)Hanwha O.PEAK Duo BLK-G6 340 South Windsor,CT 06074 SKYLINENSoutt INVERTER: (58)Enphase 10 7 AC SYSTEM SIZE:13.92 kWAC �Y WE 8w1wm KGE MIE SINGLELINE NOTE: NEC 690.5(c) NEC 690.31 (E)3&4;2012 IFC 605.11 BACKGROUND AND LETTERING COLORS FOR SIGNAGE/LABELS PLACE THIS LABEL ON INVERTER(S)OR NEAR PLACE ON ALL JUNCTION BOXES,EXPOSED SHALL COMPLY WITH(IN ORDER OF PRIORITY)AHJ&FIRE GROUND-FAULT INDICATOR(ON INVERTER(S)U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS DEPARTMENT AMENDMENTS,STATE CODE,AND ANSI AND PENETRATIONS,ADJACENT TO THE GUIDELINES.THIS PAGE IS INTENDED OR SIGNAGE/LABEL WARNINGMAIN SERVICE DISCONNECT VERBIAGE ONLY. WARNING OUTSIDE LABELING OF SYSTEM COMPONENTS AND METERS IS TO BE DONE IN A WAY SUITABLE FOR THE ENVIRONMENT IN ELECTRICAL SHOCK HAZARD WHICH THE EQUIPMENT IS INSTALLED.NO STICKERS ARE PERMITTED. IF A GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED SOURCE 2017 NFPA 70,NEC 690.56(c) PLACE ON RAPID SHUTDOWN DISCONNECT WHEN RAPID SHUTDOWN IS INSTALLED NEC 690.17(E) NEC 690.35(F) PLACE THIS LABEL ON ALL DISCONNECTING PLACE THIS LABEL AT EACH JUNCTION BOX,COMBINER BOX, PHOTOVOLTAIC SYSTEM EQUIPPED MEANS WHERE ENERGIZED IN AN OPEN POSITION DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: WITH RAPID SHUTDOWN WARNING 2017 NFPA 70,NEC 690.53 WARNING DIRECT-CURRENT PHOTOVOLTAIC POWER SOURCE ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS ELECTRICAL SHOCK HAZARD MAXIMUM VOLTAGE TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS MAXIMUM CIRCUIT CURRENT Q SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED MAX RATED OUTPUT CURRENT OF THE CHARGE CONTROLLER NEC 705.12(D)(2)(b) NEC 705.12(D)(3) OR DC-TO-DC CONVERTER PLACE THIS LABEL AT P.O.C.TO SERVICE PLACE LABEL ON ALL EQUIPMENT CONTAINING (IF INSTALLED) DISTRIBUTION EQUIPMENT(I.E.MAIN PANEL(AND OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER SUBPANEL IF APPLICABLE)) TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES 2017 NFPA 70,NEC 690.54 WARNING INTERACTIVE SYSTEM POINT OF INTERCONNECTION CAUTION PHOTOVOLTAIC AC DISCONNECT INVERTER OUTPUT CONNECTION CONTAINS MULTIPLE POWER RATED AC OUTPUT CURRENT: I DO NOT RELOCATE THIS NOMINAL OPERATING AC VOLTAGE: OVERCURRENT DEVICE SOURCES JOB NUMBER: 198183 UTILITY. EVERSOURCE °"'"'" pEKRF" 0E51GNF°'" `GE '. HEMNANI,RAMESv HEMNANI RESIDENCE AW PV6 �—o� RACKING: IronRidge XR-100i� 1970 John Fitch Blvd. 19.72 kW DC ROOF SOLAR SYSTEM MODULES: (58)Hanwha 0.PEAK Duo BLK-G6 340 South Windsor,CT 06074 SKYLINE SOLAR NEV BNiE MVM MCE NAM LABEL SETS INVERTER: (58)Enphase 10 7 AC SYSTEM SIZE:13.92 kWAC , °o"11pOy MECHANICAL SPECIFICATION DUC Famr 1740mm.3030mm•YTmm(xrc4nrq vrre) FrpN Cowr 3Tmm l,rxr,rr4lyrn+aaoN9YYA Arar . rrmreMalb'rr=NnluVr ....�...,� p�.f t—Cow CmomxANm _ CW. a.M moML+Y.41NgDANTUM 4arlw a4xi Q Junenunaov 53 N1 mm.3T-00 ma•15-111 FPI4CtRrr<IMaIPa7,YMr pYrr.anar r= CeOr Comrcly 3rr4rh x4C4.AIrrp,rarol UT%.RrIr069.iapYq •- TLC4de035.JMTHV lAMp1 PSBm Fnnrax PVT..IPa/ r . • : • �� ELECTRICAL CHARACTERISTICS POWUGLmn 330 an 360 344 M 1AIUMP FORM N AT STANDARD TEST CONDITIONS.STC'(POW TO RANGE;-OWI Po,xw r MPP P V,. Iv!) 330 335 340 34a 19 SnPN Cxwr G.w r AL 1041 10. 062 lose t —� E Opn Crcux Vrr4g.' y.. N) 401s 4041 4060 40.02 E •• Cvmnl q MPP�4 Al t.tl ¢97 100 w07 . QCK&f vwuex•r MPP Vrw wl 33" 3384 33.W 3425 fJ4r4ncN n PR s18.4 4387 1,19.0 xw3 O,rrrYy 1MYa MINIMUM PERFORMANCE AT NORMAL OPERA,INO CONOITIONB,NV OT wwrr MPP Pr, Iwl 2470 2507 2lM,5 256.2 - Sna.e CPewr G,.mn 1.. 114 8.32 a43 848 8112 E G,A c.< yohae. V„r; ;VI Ulas mm 38.34 am m-+007t51> Co.gm rMPP IAI 780 794 7e9 793 Vdlpxr MPP Vim, :11 31.96 31W 32.77 3257 a14xAMrrr4r4 rrrrlMx P..,t3s, v.,,...5%r sTC 100OWPa tax 2'c AU lso"lodi r ECe000A-3-'80 ww.,MOT.prDrrr4M lad �\ 11 ANTIlM TECHNOLOGY'LOW LEVELISED('OST OF ELECTRICITY OIL//UOVAWAOl lIFY �ATL�11 0! \+qJ HffWr YIW par surface met.lower SOS Oosis.hlghe, rx eE .—.a.--- Z•• Powe,classes.and an effoency rme of up to 195%. feF r rB,W,a+r.�rru.�rn>x 6C d�row.IPu..we w—. e5%d n+qw r+wwn T r INNOVATIVE ALL-WEATHER TECHNOLOGY . »rr lJ'T Optvrrd Vow.wnaws,the weeihm wah--Ilp t a s k7 fight and IernMetre bsr va ENDURING HIGH PERFORMANCE 11 r I OCgr4rc .aoa0 ywr "I°"'•*I""r O'. Lorg-lermylelOsecumy wllh AfA.LIDTe0rroIW,Anv PID �_��,r,,,„_,��M ++. IyprolnlRdgrrrrxmenaurrw n+me.00vrexroP Tecnlrobgy,Ho,-Spot PrOxect eno'racenble O.Mly Tra 0e1 :rrrarlr sc�rrarmgTa-c.losowm.l. lYYa01t1E00Ye1G/ITt S EXTREME WEATHER RATING i.mpxr4N,x Corlkrmo rR a I%!%I .DOA 7rrrpx,muq Corrrdrx ar V.„ A I%7tl -027 Hight hell—albyframe.0 Tied for t.mprmug CwmoMmo P,.• T Mi-I -0.30 No —OPr ,e Trro a NMOT I'q A3i3 gg high arrow(5400 Pa)and wind bads(40001'a). PROPERTIES FOR SYSTEM DESIGN T` W A RELIABLE INVESTMENT Mx.xm,m 5yrxm yoAtA v,., Iv! 1000 am 941My CbM p Inclus1w 12-y product wwanly end 25-yea, wwm Bw.n4 Cvnm I. JAI 20 R..R.dng C IRreM perlOrmerxs wenanly'. M4x DwiVn Lob.PuxnlAx IP'al 300012aW Armnlxa MPwq tampw4rv. -AO-C-.05C - oa cam«rwP.orr a1 Mx-T.r Lom.PUN/PYII fPN M00r4000 (� STATE OF ART TECHNOLOGY --_— — ; � O.ANTl1M DUO co,Mirres cutting edge call separation QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION � and ionovstwe w,,mg weh O.ANTUM Tegvglogy VOf Orrry*mxa rEC 81216TOla IFC tt>30M3a.Appcwm Cwsx'. Nvw,OwdMatlda4Pr Aar 37 SAP,IAN srW'uur<vapeE:l*S o70M-V01a•svm Bl-t9:Ov.lae„ Trr wM N.r<mnM ArfANEw501e0 N.rmp«MAnr./TnRM 17At1 29 Sr ibxl+r mgrbx%es.br+t+n DVE C NrrrbMrP4ar4 P4r 4m NCCPmrMrl76N 24 ` hxr Wm.rrrmrlE-w-H) 1810.us0.Itso— SB PAxr w-0, BB3x0 IlxlrxfeYxDM aNwbbMmW b4YU.tl Sw Mvsrr4FinaMOMxxre s�NrcoxwY a. 'rrvcMrr,ruMMrrrmb MM Worlr,wonm TProro nru400r a-arrdawpoem THE IDEAL SOLUTION FOR: /�� "^"'. Ilrxrr.eDtue4l.w r♦ s--.r.,:...:rn.an�N,P.,..rw.a-Lwlw..oe,n.,,.I TCL.w;a3+s.ee se-J3+++rc.x.4alw34ee eePt.73oaolawL MlwOn-uN.wnrw(/n»��.].a•Cr<nI. A Engineered in Germany O«LLS Engineered In Germany �ttl� ELLSC Enphase IQ 7 and IQ 7+Microinverters "'phase Nl,C;OII1VCr1erS INPUT DATA(DC) 107-60-2-US 107PLUS-72-2-US . Commonly used module palnngs' 235 W-350 W r 235 W-440 W Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input Dc voltage 48V Gov Peak power tracking voltage 27 V-37 V 27 V 45 V Operating range 16 V-48 V 16 V-60 V Mm/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module hi 15 A 15 A (he high-powered smart grid-ready Overvohage class DCPoll D e Enphase DC port beckfeed current oA 0A— Enphase IQ 7 Micro'and Enphase IQ 7+Micro' Pv array,configuration 1 x 1 ungrounded array,No additional DC side protection required, IQ7 and IQ 7+ dramatically simplify the installation process while AC side protection requiresmax 20A per branch circuit achieving the highest system efficiency. OUTPUT DATA(AC) 10 7 Mfcroinwsrter 10 7i Micranvater Microinverters Pea oulputpower 2SO VA 20N VA Part of the Enphase IQ System,the IQ 7 and Maximum continuous output power 240 VA 290 VA NomIQ 7+Microinverters integrate with the Enphase cl(L'L)1dta987ra^9e' 211 264 V 18833.229V 21�1•264v 1183-�v IQ Envoy-,Enphase IQ Battery'",and the Enphase Maximum continuous output current 10 A(240 V) 115 A(208 V) I.21 A(24O V) 1.39 A(208 V) Enlighten"monitoring and analysis software. Nrlmmalfrequencfilisquari 47-R 60 6 Extended frequency range 47�fill Hz 47�fill Hz IQ Series Microinverters extend the reliability AC short clrcuit fault current over 3oycles SA Arms 51Amu Maximum units per 20 A(L-L)branch circuit' 16(240 VAC) 13(208 VAC) 13(240 VAC) 11(208 VAC) standards set forth by previous generations and Overvokage class ACPon IN RI undergo over a million hours of power-on testing, AC port backfeed current 0 A 0 A Power factor eea" 1.0 1.0 enabling Enphase to provide an industry-leading Power factot(adjustable) 0 R5leulmy 0 851ayymy 0.85leading_0 851aggmq warranty of up to 25 years. EFFICIENCY @240 V @208 y @240 V @20a V Peak 97.6% 976% 97.5% 973% CEC weighted efficiency 97.0% 970% W D 97.0% MECHANICAL DATA Amblent temperature range -40°C to-65-C Relative humidity range 4%to 10D%(condensing) Easy to Install connector type(*7.W2-uSe lg7Pt.us-72-2-us) MC4(or Annisi H4UTX wall additional 0-0CC-5 adapter) Dimensions(WxHxD) 212 mm x 175 min x 30.2 mm(without bracket) •Lightweight and simple We1gM 1.08 kg(2.38lbs) •Faster installation with improved,lighter two-wire cabling Cooling Natural convection-No ran$ •Built-in rapid shutdown compliant(NEC 2014 8 2017) Approved for wet locations yes Pollution degree PD3 Productive and Reliable Enclosure Class It douWe-inaulated,corrosionreaiatant pdymarlc emdosure Environmental category/UV evposure rating NEMA Type 6/outdoor •Optimized for high powered 60-cell and 72•cell•modules FEATURES •More than a million hours of testing Communication Power Line Commurrieallon( •Class II double-insulated enclosure Monnonng Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase 10 Envoy. •UL listed Disconnecting moons The AC and DC contractors have beers evahutadand approved by UL fas we as the load-beak diawrismict required by NEC 690, Smart Grid Read Compliance CA Rule 21(UL 1741-SA) y UL 62109 1,UL1741/IEEE1547.FCC Pan 15 Class B.ICES-0003 Class B, CAN/CSA-C22 2 NO.107.1.01 •Complies with advanced grid support,voltage and This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and frequency ride-through requirements NEC-2017 section 690,12 and C221.2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC •Remotely updates to respond to changing and DC conductors,when installed according manufacturer's instructions grid requirements •Configurable for varying grid profiles •Meets CA Rule 21(UL 1741-SA) The IQ 7•Micro nrepnred to support 72ce11 modlka ` 1 Noenforced DCIACratlo Seethe oropatlbbihycalculatorin 2 Nominal y v&V nete,tea ce,req ended brs to d f,ne th r mgred by the ulitny ].LIm4a may vary Refer m local rcm,nomems to delete the number of microlnverlers pit branch,',your area To learn more about Enphase offerings,visit enphsse.com E N P H AS E. To learn more about Enphase offerings,visit enphese coin EN PHAS E. 0 2019 EnDh—Energy An rights reserved.Ali trademarks or brands used are the property of Enptese Energy,Im /fir IRONRIDGE XR Rail Family XR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes.Each size supports specific Solar Is Not Always Sunny design loads,while minimizing material costs.Depending on your location,there is an XR Rail to match. Over their lifetime,solar panels experience countless extreme weather events.Not just the worst storms in years, but the worst storms in 40 years.High winds capable of ripping panels from a roof,and snowfalls weighing i enough to buckle a panel hams. XR Rails are the structural backbone preventing these results.They resist uplift,protect XRfO XR100 XR1000 against buckling and safely and efficiently XRI O a a sleek.low—hie mounting XRldo asas Am ite rawrle,%ai xRlddg a a tae",ght among transfer loads into the building structure. ,mi.dasignw for ac ions with light or tiN r.a.X aappww a rmv.of saw mounting rang.Xa wit,to heads Their superior spanning capability ,to mow a e.hia,ras spans up to 6 fast. mad Brad snow o itwns,ahw also ext—clr ates and Spans up to 12 requires fewer roof attachments, wt*.remar,eng light and econamKai. maa.n 9 some up to 10 feet. feet Im xamnemal appkoatao s. reducing the number of roof = s•spmnirtg mp.ality 10'spmn,ng capaoility 12 apmnng xapaoimy penetrations and the amount t''M I F' ktodaraw wed aapawmy Hea.y wad eapaenrty Ememe wad capmmey Clew a detl a ae:ea rnisn clear&Next,anodaed rwsh clear.rwa,tao Mi" of installation time. -- - r lntemet sdwaa mailable mtemat spices a—sable im.mai specas a w o. Rail Selection The table below was prepared in compliance with applicable engineering codes and standards.'Values are based on the following criteria:ASIDE 7-16,Gable Roof Flush Mount,Roof Zones 1&2e,Exposure B,Roof Slope of B to 20 degrees and Mean Building Height of 30 h.Visit IronRidge.com for detailed certification letters. � s Force-Stabilizing curve ' aaNv �� '+ afg Slapea rods generate both y.mw arw wwel wra.s o mourn re r.ns wnan am nuw Nonthan » 120 .#r b'• , to b.nd and tw at The curved any e of XR Rails 140 as--fly d.s,gn.d t,anus sbygm at tam dr.ctwns wade revmng trait nwsbng.TNs uname feature ensures grower—rtty rl n g aXtreme 10D waatner and a wogs,syewm mao— 90 �+ 120 20 140 160 go so Compeftle whh Rat&Niched Roofs Cart Materials 90 —` xR field anMorrl00aa oflea AI XR Ralb Bra made of tmOPaarW 40 r;.:. omtpaaala wini,shod of 1fto alrminum A.Y.a men pmwclsamara an 1E0 RaetFoot andella1 Mae arlodued fin,sn.Anodmrp vrayaraa surtasro A pf efr.roof metmain w aria mucwni co—i.wNi.also proaldtrro so 1!0 aim apgaapora .mow amamva.ppearmc.. 140 - a—r m2a.•.or ee a sanD,ated 6dn Cn.n for Qmn.Y [.n4Y:Nlen I 1lo,x.ul d..^.Y,puRL— AIRC DESIGN RECEIVED 409 N. MAIN STREET JUL 0 8 2020 ELMER, NJ 08318 (856) 712-2166 FAX: (856) 358-1511 South Windsor Building Dept Date: May 20,2020 Re: Structural Roof Certification Subj: Hemnani Residence,1970 John Fitch Blvd,South Windsor, CT 06074 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence roof to be of mixed frame construction. The Roof is of pre-engineered metal truss @ 144"o.c. crossed with 2x8 @ 24"o.c. purlins and is sheathed with a single layer of metal roofing. The wood framed roof structure bears directly upon the framed exterior wall system. The existing members as installed meet the required IRC-2015-CT design span ratings with sufficient capacity to carry the 4#/sf additional load imposed by the proposed solar array per the details below. -Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters. A roofing compatible sealant or shingle flashing kit shall be utilized at each mtg. foot location. Solar panel mounting systems installed parallel to the plane of a roof shall be no more than 12" above the roof when measured perpendicular to the roof surface. When installed per the above specifications the system shall meet the required 125 MPH wind load and 30 PSF ground snow load requirements. Should you have any further question or comment please feel free to contact our office. Respectfully, CON IV James A. Clancy -P '• No.25445 Professional Engineer �'�FS<�cs�o•G\�; CT License#25445 '��//un11111it111Ah ARCS DESIGN 409 N. MAIN STREET ELMER, NJ 08318 (856) 712-2166 FAX: (856) 358-1511 Date: May 20,2020 Re: Structural Roof Certification Subj: Hemnani Residence, 1970 John Fitch Blvd,South Windsor,CT 06074 We have provided a review of the house roof construction of the above named property in regards to verifying the capacity of the existing roof for installation of a new Solar Panel Array. We have found the residence roof to be of mixed frame construction. The Roof is of pre-engineered metal truss @ 144"o.c.crossed with 2x8 @ 24"o.c. purlins and is sheathed with a single layer of metal roofing. The wood framed roof structure bears directly upon the framed exterior wall system. The existing members as installed meet the required IRC-2015-CT design span ratings with sufficient capacity to carry the 4#/sf additional load imposed by the proposed solar array per the details below. Installation of solar rack systems shall be as follows: Each panel row shall be supported upon 2 mounting rails. Rails shall be screw anchored through roof and directly to rafters below. Rail attachment points to rafters shall be staggered each row with exception to the first fastener row from the gable end which is attached to two adjacent rafters. A roofing compatible sealant or shingle flashing kit shall be utilized at each mtg. foot location. Solar panel mounting systems installed parallel to the plane of a roof shall be no more than 12" above the roof when measured perpendicular to the roof surface. When installed per the above specifications the system shall meet the requir 123 MPH vind load and 30 PSF ground snow load requirements. Should you have any further question or comment please feel free to contact our office. Respectfully, , ... Q`C!SSA. C�9.yT�C� James A.Clancy No $I� � Professional Engineer CT License#2 445 ��'Si;S��0NA1.�nEG��`\ o' *Yet' ...(`._ - ," ��,��•':' :+t•• b � •w�v k .: .' • .'..� ,�y ♦ rya,, ... f, ., .. .70 ilk 01 I Ilk v`E t Y^ •�i"� ��•,�,,-,� � •.tip i`� � *, •,.,k ..', �;.; �'�� Si+,+gip.. y�'� f +• f / ��r` , .�• �' A C.N 0 MERE STONE r'e'90e++ c'0.' 9." 4 O4i —1 1 o�� J0"N P MAL 30 1 N ,. WIRE 4ti ROM 4A, y EWClr ,,o \ �\ 690 354.17 F ♦ \ft ( rz vo 50 / / , p , • .� f 7 � /'000- lo-- kirr, W l / % N to N 1 v LP / f 1 f 1 -� � � — GARS II 1 A ' — / 1 ca ° \_ lel 1 V• / / I I y I 0,A,(,/ 1 / AREA - 61 28 ACRES LA o, 1 Z Ek UE% 2 0 2`002 South Windsor BUILDING DEPARTMEN i tD THE BJIIDING DEPT. TUW4 ;)F SCUTH wl1:D�U, —his certified that this plan and Spec fleatlons are tru mpies of the proposed building or alterations to bs erected20 b h✓� � 1 Vc r,•ei together with amendments stated in applieati,n 'nc filed with plan and 1 agree to comply with all zoni^i Boil,';ng --nd state laws and such orders as shnll is Issued Cy the Buil�' Department during t't^�•'^'y of ;his .�pplicati an .n.1 issuan o1 a buildm/ permit. 1D Signed I� Phis plan P$ a roved subject to the ecnditlon that orders and rdDianees regulating building shall 0/ t:nm ph••d with Conde U,.n�ily Approved These filed wttb Building inspector clot Date Ur i i s, u,:, j a id :jr str actu; J Prop:,.- its shwrrr on this p! art app__ t t � � X � .;onformance with cue ren� � ►� "' co -gulations. Variances -nd sp-:;LAI may appl Date � 2 Zo a� � C✓-ems• Imo►,-�Q� Zcnir c�f�rC:.m�nt Ofi:cer i I)7wr PSAN PROPERTY mwr m POR PAms TRmOMCTs or aASTONRU ..ANC. 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MARIE CRUMBLE PROPSEI'Y/1Wf01Rl s+ETEr arAD-300D-sa1 1vB00 - PROPERTY LJM AS"MY AM W N�enM "* PREPARED FOR OPMON1"MY PENTAW TO AN TWIT SURVEY: 9ECA0-300A-x.NU IMJ N/F�ENMSE � ii� MAP P"®'73 TTa 1L9ml3 or ^WTI mer 1AD6 UPON ANNUNZLITA '-- amw �- �''131ri N/F CULBRO SHEPARD ASSOCIATES THE STATE OF CONNECTICUT A-&SURQlOVET MC 11 fb' w Ac uc r srANDAav OF a w (VOL923 PC.134) `` - - _ (VOL 556 PC. Z00) P. _ _- DEPARTMENT OF ENVIRONMENTAL PROTECTION R) "OF MAP AND SURVEY WERE PREPAREP POR"I6 STATE OP LDNN CMW ASSESSORS MAP #132, 133 & 143 LOT j�l DEPARTMENT Of EMMONMEMAL PRaECTTON TO BE USED D'MATTERS THAT N 874428.63 PEAS oR BBY 071TYP MPAZ O U M M OnCER E)01,s,74 N/F STATE OF CONNECT[CUT LEGEND JOHN FITCH BOULEVARD (RYE.#5)OT/m1 P ( VOL 625 PC. 469) SOUTH WINDSOR, CONNECTICUT GAP BE77IEEN PRASE It JOW PTTCN WDUSTRut ""0PE"TM CORiE"10NfND SCALE 1 =100 JULY 10, 2001 F TO TM BEST Or MY A7WIlLDGE AND BQlO T1115 MAP 6 O PROPCIU7Y C'OIME70 SR O SUBSIANTWLY CORRM7 AS NOTED AIMMON CRUNS1 SUBOPERTN tr cRurBra PROPERTY . PRovEATM CORNEA rND. SHEET 1 OF 1 STOWE MALL ._' REVISED: 11—07-01 (PROPERTY LINE) i 0 D13CREPANCY BETWEEN STATE PROPE RTY r1A.m•. i PETER D /LYNX CT LLS/87RR DATE • i} AND fRUYBla PROPERTY PROBlt3( 1Ms I I Z Nor rArm 04Nm aacAut aRAMNAIE 11.r aAn.t RCN'P/MAC.ARE AI/I® f.'SSS SOLVED BY STATE PNPC•RLSWG CRVMB/E �� a �x GRAPHIC SCALE I C nl¢LMC �{/p {•y�C) PROPERTY(SPATE A UST IL OWN BOTF1 PROPER=) O PENCE► lJ:'•rM �N'�^+WU M M M � M I �� m �¢ aVRAOM oAs SURVCYM ASS"MS' TREE .b.epD WwAt l CaRprry Ih71 � AMAYL COIAI3RN C4.0I w � � _— 1 W TR �n� �1• hn 1 p llrrl '9'I I"I'I I 'I i move T E E \ao SE�P E 4 NN S rq F F CP 84 I►/qf � r(J��V P TRUE NORTH O PLOT PLAN Q; i, (/ FV PROPERTY SURVEYED FOR Z 26.00' R C/NS �� YN Or a FM4 �'4 S C. JOHN A. KARALINAS of U. S. ROUTE No. 5 C.H.D. MERESTOfJE ~ftioF ir SOUTH WINDSOR CONN. SCALE : I INCH 100 FEET MAY, 1994 0 �EIN . 61' Ro 1, I \\ \ 6'9. -�-354.1�NClr •'°/q� /h� f�/ / .` �' % � \ \\ 06 , - N CC I i HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY CT AND IS IN CONNE TECHNICAL COUNCIL TECHNICAL WITH CLASS A-2 OF THE ^ 1 ` 0 1 1 y � O�V O I � ♦ _- /1 / / / 1 11 1 l4 (\1� r��/ �. �Q l / �' I IIn �l .;f'' �' /�' ' //i�//�f' +n I 192'-00-00 O ,�' — _ _ 1 !�� ''L / / �/ i° � / /• � h-.,ti� ;,��//11/j////� � - � ..� zti I , o Cr � � x o U l � GAR. ` o I -lip 1 I �� i ► .,o o� � ;9 � I I •� / ��,�//'l I/i oar -NEIL 2 �` IV\41 E 109 .yr f // 00- fA 00 oNcRy peg ':n,_ , �ti 1 '/ / j I _ _ -"-`°% ✓ 1 14, ''° 13 8•-0 01-0011 �13• /213.291 1ir P �Ar 1 \ f f .— \ \ ,.... N PIPE ISET ON LINE O �o � AREA = 61.28 ACRES y 0 1 �� J �� OO 0\\ LT 1 \�h•, \1 OD \ N OF N T PROPERTIES NOTE: THE SCANTIC RIVER AS SHOWN ALONG HE1 CULBRO CORP. AND MARTIN F. MCGRATH IS AS LOCATED ON �, \ 0 � \�I THE GROUND. OTHERWISE THE RIVER IS BASED UPON ?8S 00! \\- METROPOLITAN DISTRICT SHEET * 380. ZI o \ S NOTE: REFERENCE IS MADE TO SURVEYS OF THE PROPERTIES ow O ALONG THE SOUTH BOUNDARY BY F. E. THRALL AND BY \ �C �� ' CLOSE, JENSEN a MILLER, BOTH DONE IN 1967. - -- 'a 1 C.H.D. MERESTONE C� 0 2 _ (( 4j, 3°. \ �4ti�s�o 69•�0 s,� I �C��lc \ 1 00'• iPE N SEIRON LINE Q`P hos 4 / • 4- 3 1 / \ `°°'! / 0 avVio 10 AOITADIIITF11:, R2!snib4ilid hs24golq zidt .no llwod4 26 s.0°! o. �. I.d, z fit iU3 rl?iw �f1Gm�rd4r,�3 4111 p �'VL Lol N REV \O \� g`+ - —' 1 - -----__— v w �}' 1 a• t�� Ot '> PLOT PLANS-LOT SURVEYS,MORTGAGE SURVEYS U ` ENGINEERING SERVICES tG ', "Oh .WIRE FENCE �PG\� ` �O/��. p 0S. 4O yFRF 642.51 162 561 026 W.PI 012'g OF ' Francis�I: D Onofrio 01, ST ANGLE ) _ 0 PROFESSIONAL ENGINEER 1 ry �F N Q L I A Y LAND SURVEYOR No. 8493 S P E R R Y WOOD CORP. -T E R p R I S E s 9 PENNCROSS DR. CALL AFTER 5 P.M. E N WINDSOR,CT06095-3262 HOME 683-2357 � SURV C.H.D. MERESTONE ELEVATIONS BASED ON USC&GS DATUM NJ. 6107-110 ►.�. 41-3�. Y S2-S D MAY 2 5 1994 South Windsor BUILDING DEPARTMENT TO THE WILDING DEPT. TOWN OF SOUTH WINDSOR rfhls certified that this plan and specifications are true � Copies of the proposed building or alterations to be Q. n ,� krectd AS ,// (�f _I�ID . �� 1��b+ 'Stree! �t -�-4y/r� together with amendments stated In application and vS_p—� ,`,�`t filed with plan and I agree to comply with all zoning. Building and state laws and such orders as shall be Ielep Issued by the Building Department during pendencf /a /� of this application and final issuance of a building k ' Permit. D e algned This plan s approved subject to the condition thn l/ , n orders If ordinances regulating building shall bC Complied with. Conditionally Approved These filed with puilding Inspector Clerk Date fre. CFRTIFIraTION A 7nAII0►.+ oi^a as1q .>....,..i IvVIVIFLIANUE Proposed building(s), use(s) and/or structure(s) n I Z as shown on this plan appe4r(s) to be In cgnformance with current SoutfT- s ,, S (II-A (eplations. Variances and special exteption apply. Date - 2 S- 19 Zon' g Enforcement Officer �R050 q NN srgr E F Op CPo qF S4 r jjc 0`, \ Ff NoF V TZ 2 TRUE Q NORTH Z 14 M PLOT PLAN Q $ 2 � /�26.00, U� CAN FV�C Y PROPERTY SURVEYED FOR VL gFM4/NS Skq 3 N C. OF JOHN A. KARALINAS \ MERESTONE U. S. ROUTE No. 5 C 4, Ftic� 4r 2�F MF°tip 2 a SOUTH WINDSOR� CONN. ?yam° SCALE : I INCH 100 FEET MAY, 1994 co 0 4, 3 `4'105'' JOHN P 3 , M AL !N 5 o ..2 a \ 1\ \� WIRE pN ENC� 1 9, r --35 6 4:17 40 Ex, _ c�X12 lAf �p g�� 1, of I HEREBY CERTIFY THAT THIS MAP IS SUBSTANTIALLY Vo / j � � °� ` � f '""' �" i "�Fti /�4�Tat, �'� /�' v V CORRECT AND IS IN ACCORDANCE WITH CLASS A-2 OF THE ` � � /// 1�1 �� -�� /j/ r J _ s4��' 90 CONN. TECHNICAL COUNCIL CODE. I 1 J 10 7 0- LIN GAR. I -- — // �- /e WELL 2oA lip / L ul 00-0 10 ' I ' ` / r ti o� ✓� �tia 1yY Lo , �J 138--00'-00" � 1,�o►�' ( % I I I� \ �?A\ � - �� ' �� / / 2l3t-12,3.291 � �32 3n N PIPE _1\`�� \ / �^ a \ SET ON LINE AREA = 61.28 ACRES � � I1 m 1 1 - v1/ ;1 o NOTE: THE SCANTIC RIVER AS SHOWN ALONG THE PROPERTIES OF 1 1 1 N CULBRO CORP. AND MARTIN F. McGRATH IS AS LOCATED ON THE GROUND. OTHERWISE THE RIVER IS BASED UPON ` ?e5.001 O,(10 \\crl METROPOLITAN DISTRICT SHEET ,# 380. O \ F <pws O \\ NOTE: REFERENCE IS MADE TO SURVEYS OF THE PROPERTIES / \ , O ALONG THE SOUTH BOUNDARY BY F. E. THRALL AND BY O �\ CLOSE, JENSEN 8 MILLER, BOTH DONE IN 1967. 1 ` cy0 C.H.D. MERESTONE \\ 1 ,�g1RFsT \O 270OS \\ tico4,, 09• 3, 11 �`� J 1 00" IRON PIPE Q. /03. N SET ON LINE �3 N // CD � 1 � / ��- s ca• 00�a0y G o LA vim,'' -- 1 L �D3 t PLOT PLANS-LOT SURVEYS,MORTGAGE SURVEYS 1 Ch .r WIRE FENCE �+ ENGINEERING SERVICES F �� T rf r T I t_ i s 1 h� �FgFs 6 4 2.5 I 16 2 5 6' t o 26 W a o rq r�I 0 F YS OFAkGLE ) `francis? D'OnOfrco � °�'o �1N Q L PRO ESSIONAL LAND SURVEYOR EER = O S P E R R Y NO. 8493 WOOD CORP. IVTERPIR SF C.H.D. MERESTONE 9 PENNCROSS DR. e CALL AFTER 5 P.M. 9 t� ELEVATIONS BASED ON USC&GS DATUM WINDSOR,CTot,cAS-3262 HOME6832357 '�• St;RVE��``` _._ ....._ ..___ N •. 6107-I10 F.�. 41-39f luyS2-! fi. ` �- V r. .!� C _ :--a .` , '•C' .•Ii.:S6:• t .# -11.'�.W;fF .,eq...,.: ;Yy+ _ AMe�.� #' u I I ' f k' 1 I j. l� �_.--.._. ''�.. _.� +ry _Y ky�.. .ram} _ ,. .�. _ .�• -♦3£k Its` - �f .�-� -•- '�^"_:-. r fi I Ir A b i 8 NOV 2 v South Windsor BUILDING DEPARTMENT TO THE BUILDING DEPT, TOWN-OF SOUTH WINDSOR This certified that this plan and specifications are true copies of the proposed building or alterations to be erected at �7 IL f VI�� Street together with amendments stated in application and tiled with plan and 1 agree to comply with all Zoning. Building and state laws and such orders as shall ba issued by the Building Department during pendency of this application and final issuance of a building permit. n D \ JSigned This plan ,is approved subject to the condition that orders a d ordinances regulating building shall be 1 eomplied with. Conditionally Approved These filed with -, - - Building faspe~ Claffl LPhhh ••� Cat dldSiLbi�:, • I' CERTIFICATION OF ZONING COMPLIAi�CI :.. Proposed building(s), use(s) andlor str�;obur ;: ) as shown on this Plan appear(s) i o � [ F j cori,o-rnancA 1r' th curr�li .3.3. ! Ilk regulatkoi ls. Variance, and sop may apply. 4EQemer,,116 y:.♦ !!!!!!JJJJJJJJJP I � o � I 9 ` J Y _ 0 1 •. a i - P.