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176 KENT LN LOT 5
�r Electric # lqua� _ APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# ��l to k-zn�' -di'�a✓ Date: Sprinkler# IGO27 Estimated Cost FINAL APPROVALS Permit Fee $Engineering COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering Affida TYPE OR PRINT ONLY Eng. Insp. Fee $ vit Appr.forC0. 10, SIGN ON REVERSE SIDE / Total Fee $ — a TO THE BUILDING D PARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 7� i1 The undersigned hereby applies to do work according to the following: Applicant LocationofWork_1'7�,- Lot No. Applicant's Address ( O Sim IS Tel # 4rCep!924 pos— Town I-CIC to "t I I Zip,(e 0(o'7 Lic.# n(,3217 OwnerC 0+--Architect _ Owner's Address A (D KP-41+ Architect's Address Sd1W& W I l&SOIL Zip 6to O—�4 --� Zip-- Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit ns-ka 110—+pp C�c Lk� f-00C (710mtccl 6,90r n City Water 0 Well 0 Septic System J Sewer 0 ( U Ins: HO SP e . Area Basement Garage Approved by � ate Use Group Construction Type Revised 1108 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 disttagQe from all street lines,side yard lines,and required distances from all other zones and is located in w ich this building and it4Gse s allowed. Signed I hereby apply for a Certificate of Occupa c the work descr ed in is application for the permit. Signed_ _ DO NO ELOW THIS LINE INSPECTION COMMENTS ����SolarCity. May 16, 2014 Dear Sir or Madam, This letter is to verify that Sadia Aiwinnilomo is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits, business licenses, and other project related documents as needed. Please give us a call if you have any questions or concerns. Sincerely, Joshua Abrams Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 INSPECTION FIELD SHEET 08/27/14 `Printed by Peart, Dayshell 12 18 54 • INSPECTION: 68432 FOOTING PERMIT: STATUS APPLICATION: 201400846 LOC: 176 KENT LANE SOUTH WINDSOR PROPERTY ID: 50100176 OWNER: GEARHART CHRISTOPHER A & JEANNE CONTRACTOR: REQUEST BY: PROJ DESC: INSTALLATION OF 40 ROOF MOUNTED SOLAR PANELS WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 08/15/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 08/15/14 ROSE N/A B002 FOUNDATION 08/15/14 ROSE N/A B003 FRAMING (ROUGH) 08/15/14 ROSE N/A B004 INSULATION 08/15/14 ROSE N/A B005 FIREPLACE / CHIMNEY 08/15/14 ROSE N/A B006 WOOD / GAS STOVE 08/15/14 ROSE N/A B009 OTHER C08/25/.14=.ROSE PASS_ ---- BO10 �FINAIr, ANDREW @ 860-924-7003 08/__25/.14=ROSE.r::.::.!.PASS - E010-.�ELECTRIC.FINAL ok to release to clp APPLICATION FOR.ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT l y d(320S APP TT::� 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg:Permit# Date Building Insp;c16r Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F T-D 4- L� f) Over$1,000= No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT _:10�Q A i ylr l b r 1 APPLICANT ADDRESS -7/Lj J3j CM e a S*.e. APPLICANT'S HONE# e Q 'z q OWNER l S1z�D h o.P �� r hn r-I— ',OW N S�-4< OWNER ADDRESS t 6 Cn OWNER PHONE ( # F ESTIMATED COST$ U IS THIS A CONTRACT COST Yes No FEE ENCLOSED$ 9"65 TYPE OF'JOB: -tF q S g 300 �SOR•CO New Installation 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 hAESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS 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 IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK t 02 c b o 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 PERFOR- MANCE OF SUCH WORK AI 2 15-�5- � I 03' CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE ,2 s_ < SolariCity. May 13, 2014 Dear Sir or Madam, I, the undersigned Darrell R. Michalek, CT Electrical License Number E 1125305, hereby give Sadia Aiwinnilomo authorization to apply for electrical permits under my license. Please call me with any questions or concerns. SIATE OF CONNECTICUT VERPROTUTBA ELECTRICAL UNLIM TED CONTRACTOR DARRELL R NMFIALEK Sincerely, 3 FRANnE WPLYM0UrH}C`r 9678�-702 —L !="x _ 53 ELC.01205-E 01/ 013. . _ 09 30/2014 sicr� Darrell Michalek 860.670.3542 CT Electrical License ELC. 0125305-El 203 Ridgewood Drive,Elmsford,NY 10523 T (888) SOL-CITY F(914) 592-2189 SOLARCITY.COM AZ HOC 213771.CA CSLa 883104,CO EC 0041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101183,HI C[29770, YA HIC 16M72,MD 10HC 12R946,.13YH06160600,NY WG24624HI 1,OR CCO IS0496.PA 077343,TI TOLR 27006,WA SMA"1901 APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 13 c)033,�j APPR vED 1540 SULLIVAN AVENUE Bldg.Permit# Ps- 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 �� + -cLne- � u w-� C.{ 0,0C) Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. `+' APPLICANT APPLICANT ADDRESS (Q U t Q Jet C2 i2� S�f�2� M 07 yy APPLICANT'S PHONE# 8( 0 CP N-r-CH U� OWNER C ywNS .(0W N S Fq< OWNER ADDRESS I-?LO V-9nk OWNER PHONE bL9-0 bAb- I'3rj� C * ? ESTIMATED COST$39 CO' 00 IS THIS A CONTRACTC OST? Yes No FEE ENCLOSED $ �� S 1 c�a TYPE OF JOB: 4\-V OR-Co• �� New Installation (09 Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE O YSTEM: TYPE O�F�LDING: 21 HEATING ®' RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ 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 MPIVIEN'I'MDING MAKE&MODEL NO.) -Se-e- AaheA, -fhos U5+ GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF F� 6-6 L-GPM OIL TANK LOCATION: U INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-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.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) RTHER DESCRIPTION OF WORK L�e I iyAwfI nq 0) l)T 1c a0 D o`i FI(-eJ TV,rl -g-c- 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. (-)3081 (Oa-5 7 H T U Conr-c !�10T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �O�� DATE CALCULATION PROPOSAL FOR: Teddy's Oil 176 Kent Ln 7116/2013 Prepared 7/16/2013 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-30609 CALCULATION Heat Load Detail Report for Teddy's Oil Room 1 of 2 Room Specifications: 1ST FLOOR Room Length(Ft.) 48 Sq.Ft windows facing NE&NW: — Watts Incandescent Light: 1200 Room Width(Ft): 32 Sq.Ft windows facing South: 76 Waits Flourescent light — Room Height(Ft.) 10 Sq.Ft windows facing SE&SW: — Dud Length from A/H to room: 15 Exposed Wall Length(Ft.) 160 Number of Exterior Doors: 2 Number of Large Electric Motors: — Wall against unconditioned room(Ft.):— Sq.Ft.Exterior Doors; 2 Average Electric Motor Horsepower. — Sq.Ft windows facing North: 36 Number of People in Room: 4 BTUH Appliance Sensible Heat: 2400 Sq.Ft windows facing E&W: 104 BTUH Appliance Latent Heat: — Indoor/Outdoor Design Temperatures(degrees Farenheit) Summer. Winter: Inside(Thermostat setting) 85 Inside(Thermostat setting) 85 Outside(Above ground): 90 Outside(Above ground: 5 Outside(Below ground): 65 Outside(Below ground) 60 Unconditioned Space: 97 Unconditioned Space: 65 Above Ceiling(Attic/Crawl Space) 130 Above Ceiling(Attic/Crawl Space) 45 Concrete Slab(Ground temperature) 80 Concrete Slab(Ground temperature) 55 Unconditioned Basement 60 Unconditioned Basement: 55 Below Floor Crawl Space: 85 Below Floor Crawl Space 50 Applicable Temperatures: Above Ceiling:Attic or Crawl Space Below Floor.Unconditioned Basement Exposed Walls:Above Ground Design Conditions Insulation Values(U-Factors) Occupant Sensible Load(BTUH per person) 250 Exposed Walls(Above Ground) .080 Occupant Latent Load(BTUH per person): 200 Exposed Walls(Below Ground) .5 Dud Insulation Factor: 1 Partitions .075 Dud Temperature Difference(Summer) 20 Roof/Ceiling .055 Duct Temperature Difference Winter) 45 Floor(Above basement) .083 Humidity Difference Inside/Outside%(Summer) 20 Floor(Concrete slab) .001 Humidity Difference Inside/Outside%(Winter) is Floor(Between conditioned spaces) .287 Fresh Air Per Person(CFM) 2 Doors: .500 Air Change Factor(Air change per hour) .5 Windows .900 Space Shading Factor: .4 Air Handier Design Cooling(CFM per ton) 400 Hydronic Heat(BTUH per linear it 600 Calculated Room Results-Summer Heat Gains Wall Heat Gain(BTUH) 640 Appliance/Elec Motor Latent Heat Gain(BTUH): 800 Ceiling or Roof Heat Gain(BTUH) 3802 AppliancelElec Motor Sensible Heat Gain(BTUH):7492 Floor Heat Gain(BTUH) -3187 Ventilation Latent Heat Gain(BTUH) 3059 Glass Heat Gain(BTUH) 738 Ventilation Sensible Gain(BTUH) 1233 Exterior Door&North Window Heat Gain(BTUH) 80 Summer Total Latent Heat Gain: 3859 Solar Heat Gain(BTUH) 8944 Summer Total Sensible Heat Gain(BTUH) 19854 Total Transmission Heat Gain(BTUH) 11016 TOTAL SUMMER COOLING LOAD(BTUH) 23713 Calculated Room Results-Winter Heat Losses Transmission Heat Losses(BTUH) 30784 Latent Ventilation Heat Losses(BTUH) 2294 Sensible Ventilation Heat Losses(BTUH) 19721 Hydronic Heat(Linear Ft.) 88 TOTAL WINTER HEATING LOAD(BTUH) 52799 Calculated Totals for Entire Structure Size of Structure(Sq.Ft.): 2628 Total Sensible Heat Gain(BTUH): 37061 Total Heat Loss(BTUH): 81268 Total Cooling Gain(BTUH): 42697 Total Hydronic Heat(Linear Ft): 135.45 Total Cooling Requirement(Tons): 3.56 Total Latent Heat Gain(BTUH): 5636 Total Cooling CFM: 1423 Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional Installation.The installing contractor's experience and expert judgement are also major factors in sizing and installing a complete system.The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken Into account.Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not just total BTUs. Prepared 7/16/2013 using O'Brien Quick Loads Pro-Version 1.01-SN:OP-070101-30609 CALCULATION Heat Load Detail Report for Teddy's Oil Room 2 of 2 Room Specifications:2ND FLOOR Room Length(Ft) 42 Sq.R windows facing NE&NW: — Watts Incandescent Light 1000 Room Width(Ft): 26 Sq.Ft windows facing South: 76 Watts Flourescent Light: — Room Height(Ft) 8 Sq.Ft windows facing SE&SW: — Duct Length from A/H to room: 15 Exposed Wall Length(R.): 136 Number of Exterior Doors: — Number of Large Electric Motors: — Wall against unconditioned room(R.):— Sq.Ft Exterior Doors: — Average Electric Motor Horsepower. — Sq.Ft windows facing North: 40 Number of People in Room: 4 BTUH Appliance Sensible Heat: 1200 Sq.Ft windows facing E&W: 84 BTUH Appliance Latent Heat: — IndoorlOutdoor Design Temperatures(degrees Farenheit) Summer. Winter. Inside(Thermostat setting) 85 Inside(Thermostat setting) 85 Outside(Above ground): 90 Outside(Above ground 5 Outside(Below ground): 65 Outside(Below ground) 60 Unconditioned Space: 97 Unconditioned Space: 65 Above Ceiling(Attic/Crawl Space) 130 Above Ceiling(Attic/Crawl Space) 45 Concrete Slab(Ground temperature) 8o Concrete Slab(Ground temperature) 55 Unconditioned Basement 60 Unconditioned Basement 55 Below Floor Crawl Space 85 Below Floor Crawl Space 50 Applicable Temperatures: Above Ceiling:Attic or Crawl Space Below Floor.Thermostat Setting Exposed Walls:Above Ground Design Conditions Insulation Values(U-Factors) Occupant Sensible Load(BTUH per person) 250 Exposed Walls(Above Ground) .080 Occupant Latent Load(BTUH per person) 20D Exposed Walls(Below Ground): .5 Duct Insulation Factor: 1 Partitions .075 Duct Temperature Difference(Summer) 20 Roof/Ceiling .055 Dud Temperature Difference(Winter) 45 Floor(Above basement) .083 Humidity Difference Inside/Outside%(Summer) 20 Floor(Concrete stab) .001 Humidity Difference Inside/Outside%(Winter) 15 Floor(Between conditioned spaces) .287 Fresh Air Per Person(CFM): 2 Doors: .500 Air Change Factor(Air change per hour) .5 Windows .900 Space Shading Factor: .4 Air Handler Design Cooling(CFM per ton) 400 Hydronic Heat(BTUH per linear ft: 600 Calculated Room Results-Summer Heat Gains Wall Heat Gain(BTUH): 435 Apptiance/Elec Motor Latent Heat Gain(BTUH): 800 Ceiling or Roof Heat Gain(BTUH) 2703 Appliance/Elec Motor Sensible Heat Gain(BTUH):5610 Floor Heat Gain(BTUH) 0 Ventilation Latent Heat Gain(BTUH) 977 Glass Heat Gain(BTUH) 656 Ventilation Sensible Gain(BTUH) 394 Exterior Door&North Window Heat Gain(BTUH):64 Summer Total Latent Heat Gain: 1777 Solar Heat Gain(BTUH) 7224 Summer Total Sensible Heat Gain(BTUH) 17207 Total Transmission Heat Gain(BTUH) 11102 TOTAL SUMMER COOLING LOAD(BTUH) 18984 Calculated Room Results-Winter Heat Losses Transmission Heat Losses(BTUH) 21433 Latent Ventilation Heat Losses(BTUH) 733 Sensible Ventilation Heat Losses(BTUH) 6302 Hydronlc Heat(Unear Ft.) 47 TOTAL WINTER HEATING LOAD(BTUH) 28469 Calculated Totals for Entire Structure Size of Structure(Sq.Ft.): 2628 Total Sensible Heat Gain(BTUH): 37061 Total Heat Loss(BTUH): 81268 Total Cooling Gain(BTUH): 42697 Total Hydronic Heat(Linear Ft): 135.45 Total Cooling Requirement(Tons): 3.56 Total Latent Heat Gain(BTUH): 5636 Total Cooling CFM: 1423 Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional installation.The installing contractor's experience and expert judgement are also major factors in sizing and Installing a complete system.The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken into account.Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not just total BTUs. Prepared 7/16/2013 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-30609 CALCULATION Heat Load Summary Report for Teddy's Oil Room Square Heating Loss Hydronic Heat Latent / Sensible Cooling Gain Cooling Cooling Name Ft. BTUH Linear Ft. Gain BTUH BTUH Tons CFM 1 ST FLOOR 1536 52799 88 3859 119854 23713 1.98 790 2ND FLOOR 1092 28469 47.45 1777 /17207 18984 1.58 633 TOTALS 2628 81268 135.45 5636 1 37061 42697 3.56 1423 Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional Installation.The Installing contractor's experience and expert judgement are also major factors in sizing and installing a complete system.The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken Into account,Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not Just total BTUs. Prepared 7/16/2013 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-30609 yRUN DATE: 7/26/13 CUST PH # 860-647-0462 INV DATE: 7/26/13 CUST FAX # 860-533-7441 8:48:45 AM ET CHARGE 1 OF 3 816852 N NORMAL 46-2354418 860-289-1545 P.O. BOX 2318 BALTIMORE , MD 21203 R.E. MICHEL COMPANY EAST HARTFORD , CT 06108 CHG QUO ACCOUNT# 169651 TEDDY'S OIL & ENERGY LLC FRIDAY JULY 26TH TAXABLE/MAIL ALL INVOICES 175 KENT LN 360 E CENTER ST SOUTH WINDSOR, CT 06108 MANCHESTER, CT 06040 INVOICE# CUSTOMER PO# SALESREP# SHIP VIA 81585200 GBARHEART`f 000116 OT 0/QTY S/QTY BKO ITEM # DESCRIPTION UNIT $ EXTEND $ 1 1 0 2W494T UH4KW1.25C OIL-FIRED WATER 1832.36 1832.36 BOILER WITH TANKLESS COIL SERIAL # 331200170 1 1 0 2K501 30 EXTROL AMTROL 31.59 31.59 EXPANSION TANK 1 1 0 1K559 1-1/4 X 1-1/4 X 3/4 BLK TEE 4.38 4.38 1 1 0 1K161J 1-1/4X30 BLACK PIPE NIPPLE 16.47 26.47 1 1 0 1K161E 11/4X10 BLACK NIPPLE 4.67 4.67 11410SBW 4 4 0 1K453 1-1/4 90D BLACK PIPE ELBOW 2.43 9.72 1 1 0 2K707HT PV125 1-1/4"NPT SUPERVENT 110.78 110.78 2 2 0 7KO96 MALE ADPTR 1-3/80D X 1-1/4MPT 10.01 20.02 2 2 0 7K351 TEE 1-1/80D X 7/80D X 7/80D 11.32 22.64 2 2 0 7K346 TEE CXCXC 1-1/8X1-1/8X7/8 OD 9.52 19.04 2 2 0 7K361 TEE CXCXC 1-3/8X1-3/8X7/8 OD 14.01 28.02 6 6 0 7KO93 ADAPTER 5/8 OD X 1/2 MPT 1.46 8.76 1 1 0 5K745 C-1/2" X 3" BRASS PIPE NIPPLE 4.53 4.53 3 3 0 6E102 S�UARE OUTLET BOX 414 2.26 6.78 4 X 1-1/2" DEEP 1 1 0 2K255 TC2 4" SQUARE 9.44 9.44 ELECTRIC SWITCH 059001616 ** CONTINUED ** '~ RUN DATE: 7/26/13 CUST PH # 860-647-0462 INV DATE: 7/26/13 CUST FAX # 860-533-7441 8:48:45 AM ET CHARGE 2 OF 3 816852 N NORMAL 46-2354418 860-289-1545 P.O. BOX 2318 BALTIMORE , MD 21203 R.E. MICHEL COMPANY EAST HARTFORD , CT 06108 CHO QUO ACCOUNT# 169651 TEDDY'S OIL & ENERGY LLC FRIDAY JULY 26TH TAXABLE/MAIL ALL INVOICES 176 KENT LN 360 E CENTER ST SOUTH WINDSOR, CT 06108 MANCHESTER, CT 06040 INVOICE# CUSTOMER PO# SALESREP# SHIP VIA 81685200 GEARHEART 000116 OT 0/QTY S/QTY BKO ITEM # DESCRIPTION UNIT $ EXTEND $ 20 20 0 6E005 1 FT OF 14/3 MC CABLE .72 14.40 1 1 0 6E143 15A 220V TOGGLE SWITCH BROWN .85 .85 W/EARS 1 1 0 6E131 OIL BURNER COVER PLATE 5.19 5.19 1 1 0 6C101 AT14OA1000 HONEYWELL 8.25 8.25 TRANSFORMER 120/24 40VA 1 1 0 SH662 TEE 6X6X6 260A 24" SADDLE 6.34 6.34 4 4 0 8H602 PIPE 6" 26GA 24" 4.84 19.36 1 1 0 3W21B RB-122 MM LWCO 80.77 80.77 5 5 0 7K430 TEE 3/4C X 3/4C X 1/2FPT 14.72 73.60 5 5 0 2XO70NL 1/2 MPT NO LEAD BOILER DRAIN 4.90 24.50 VLV 4 4 0 2K301 BALL VALVE FULL PRT 3/4 SWT 6.63 26.52 30 30 0 3KO42E 1 FT OF 3/41D M COPPER TUBE 2.41 72.30 20 20 0 7K158C ELBOW SR 90D 7/8 OD 1.67 33.40 12 12 0 7K199 ELBOW 45D 7/8 OD 1.08 12.96 1 1 0 2KO71 VALVE BOILER DRAIN 3/4 MPT 5.15 5.15 10 10 0 3KO43E 1" X 12" 'M' TYPE COPPER TUBE 4.61 46.10 20 20 0 3KO27E 1 FT OF 1/2ID L COPPER TUBE 2.04 40.80 12 12 0 7K156C ELBOW SR 90D 5/8 OD .39 4.68 4 4 0 7K200 ELBOW 45D 1-1/8 OD 5.64 22.56 059001616 ** CONTINUED ** RUN DATE: 7/26/13 CUST PH # 860-647-0462 INV DATE: 7/26/13 CUST FAX # 860-533-7441 8:48:45 AM ET CHARGE 3 OF 3 815852 N NORMAL 46-2354418 860-289-1545 P.O. BOX 2318 BALTIMORE , MD 21203 R.E. MICHEL COMPANY EAST HARTFORD , CT 06108 CHG QUO ACCOUNT# 169651 TEDDY'S OIL & ENERGY LLC FRIDAY JULY 26TH TAXABLE/MAIL ALL INVOICES 176 KENT LN 360 E CENTER ST SOUTH WINDSOR, CT 06108 MANCHESTER, CT 06040 INVOICE# CUSTOMER PO# SALESREP# SHIP VIA B1685200 GEARHEART 000116 OT O/QTY S/QTY BKO ITEM # DESCRIPTION UNIT $ EXTEND $ 8 8 0 7K159C ELBOW SR 90D 1-1/8 OD 2.06 16.48 4 4 0 7KO94 ADAPTER 7/8 OD X 3/4 MPT 2.45 9.80 3 3 0 5W356 571 TACO 101.64 304.92 3/4"CC TWO-WAY ZONE VALVE 4 4 0 7KO95 MALE ADPTR 1-1/80D X 1"MPT 6.77 27.08 1 1 0 2K412 911S WATTS 1/2 BACKELOW VALVE 79.87 79.87 1 1 0 5K776 F-1/2" BRASS PIPE TEE 6.19 6.19 VISIT US ON THE INTERNET WWW.REMICHEL.COM 059001616 EARCHAMB SUB TOTAL 3071.27 CTHOOlEO05 SALES TAX 195.03 TOTAL 3256.30 RECEIVED BY: 1.5 18.0 SEAN Y ' RUN'DATE% 7/26/13 CUST PH # 860-647-0462 INV DATE: 7/26/13 CUST PAX # 860-533-7441 10:04:11 AM ET CHARGE 1 OF 1 538775 N CR/MEMO 46-2354418 860-289-1545 P.O. BOX 2319 BALTIMORE , MD 21203 R.E. MICHEL COMPANY EAST HARTFORD , CT 06108 CHG ACCOUNT# 169651 TEDDY'S OIL & ENERGY LLC TEDDY'S OIL ENERGY LLC TAXABLE/MAIL ALL INVOICES TAXABLE/MAIL ALL INVOICES 360 E CENTER ST 360 E CENTER ST MANCHESTER, CT 05040 MANCHESTER, CT 05040 INVOICE# CUSTOMER PO# SALESREP# SHIP VIA 53877500 RETURN 000116 CPU 0/QTY S/QTY BKO ITEM # DESCRIPTION UNIT $ EXTEND $ -1 -1 0 503102 WMO-1 FIELD SAFETY KIT 65.80 -65.80 VISIT US ON THE INTERNET WWW.REMICHEL.COM OS9003950 EARCHAMB SUB TOTAL -65.80 CTHOOlE005 SALES TAX -4.18 TOTAL -69.98 RECEIVED BY: 1.5 18.0 BEAN Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 92-19753-B 120,000 B01 FOOTING 03/10/92 001 A B02 FOUNDATION 03/17/92 002 A E01 SERVICE 03/19/92 002 A TEMPORARY POLE/SER B02 FOUNDATION 03/19/92 002 A FOOTING DRAINS INSPECTED P02 UNDERGROUND 04/20/92 002 A B03 FRAMING (ROUGH) 05/18/92 003 A P03 ROUGH 05/18/92 003 A H03 ROUGH 05/18/92 003 A E03 ROUGH 05/18/92 003 A B05 FIREPLACE/CHIMNEY 05/20/92 003 A CHIMNEY THROAT B04 INSULATION 05/22/92 003 A E01 SERVICE 06/10/92 003 A RELEASE ISSUED OK B10 FINAL 11/20/92 005 A APPROVED FOR CO/CLOSEOUT 92-8990-P 3,500 92-12118-E 400 92-8430-H 5,370 92-12180-E 4,600 Total Est Value 133,870 1 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 92-19753-B 120,000 B01 FOOTING 03/10/92 001 A B02 FOUNDATION 03/17/92 002 A E01 SERVICE 03/19/92 002 A TEMPORARY POLE/SER B02 FOUNDATION 03/19/92 002 A FOOTING DRAINS INSPECTED P02 UNDERGROUND 04/20/92 002 A B03 FRAMING (ROUGH) 05/18/92 003 A '-,P03 ROUGH 05/18/92 003 A H03 ROUGH 05/18/92 003 A EOOUGH 05/18/92 003 A B05 FIREPLACE/CHIMNEY 05/20/92 003 A CHIMNEY THROAT B04 INSULATION 05/22/92 003 A E01 SERVICE 06/10/92 003 A RELEASE ISSUED OK 92-8990-P 3,500 92-12118-E 400 92-8430-H 5.370 92-12180-E 4,600 Total Est Value 133,870 Dwelling 2.612 97,114.16 Basement 1,604 15,959.80 Garage 634 7,449.50 Smoke Det 3 225 00 BOCA Value 136.445.76 Q� Difference 2.575.76 34 Z CERTIFICATE OF OCCUPANCY CHECK LIST Applicant Jl /� -Pcyce-o6i 5 Certificate of Occupancy 97�3 Address Bldg. Permit No. /2 7115r Lot No. 5 (176 Kent Lane) Date Reviewed /a-Z7 v - 2-p-12- Project HEATHER FARMS Reviewed By '� Date Submitted 0-23-92 Approved/Denied Wll-. As required in the Zoning Regulations, no Certificate-of-Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: ADuroved Denied N/A 1 . Approved building permit plan. 2. Finish grading per approved building permit plan 3 . Site work; i e. trees, shrubs, dumpsters, required parking, 4 . Utility location a. Sanitary sewer b. foundation drain c. electrical & telephone d. water e. other 5 . Sewer connection charge paid. 6 ADDrooriate certification N Irr 7 . Bonding 8. Planning & Zoning Sewer Permit No. s Pavement Excavation No. co COMMENTS: 9 °� RECEI VEp �o s OCT 2 z >>92 6- to pin of L"th Windsor Engineering Dept. b �? i__ :�' ..w-aa.i4Ty"hF: vs-.:,y,. r. w.. ..�.u,.••.?e.+;•.......:w.y�.,.� ..K;raa:s+L.3!sa.: .-.< .. ....e-.•... ..- _ BUILDING PER!1IT CHECK LIST .' Applicant S. A. Developers & ConstruBm.iOding Permit_No. �Q7� Address In Rnhartc gt g NrD CO- Date Submitted 2113 92 P. M. Lot No. g gi ?6 I{ent LariA Reviewed by Project Date q. In accordance wi h the Subdivision Regulations, prior to the building of gu any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include : Approved Denied N/A "----- 1. Name, address & phone number of owner/,�6�D -4& applicant. 2. Name, address (�phone number of plan preparer. QQ 3. Zoning informati zone, open space, floodway, etc. 4 . Plot plan at 1" = 40 ' scale. a. Subdivision reference, abutting properties, etc. b. Easements of record. c. Lot description, bearings, distances, building lines, area, etc. d. Contours, existing & proposed, 1 or 2 ft. interval where appropriate. e. Building location with dimensions. Elevations of proposed finish floor, garage floor & center line of road at li driveway. f. Elevations of gravity drainage systems, sanitary & foundation drain at the house and the street. g. Tentative utility location gas, electric, 2_�gsjZ water, etc. h. Title block with name and address of .garer� date appropriate certification, live seal and signature. Sn,t 5 . Sedimentation and erosion control. 6. Special Planning & Zoning, Inland/Wetlands considerations. (Plans on file w/Town Clerk) BUILDING DEPT. PZC IWA/CC WPCA OTHERS COMMENTS: _ PERMIT # DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : � TOWN OF SOUTH WINDSOR LAB DISAPPROVED BUILDING INSPECTION DEPT. 644-2511 Ext . 230 Application must be printed or typed Date Bu ' ding Inspector 1 . LOCATION OF JOB FEE SCHEDULE o . Street Ga 6 $ 0 - $1 , 000 - $10. 00 Floor Apt . No . Over $1 ,000 - $10 .00 per $1 ,000 or 2 . OWNER ,S �. �/e ✓CLOPc�4S fraction thereof 3. ADDRESS C.• / iJ ��.✓.•�. OG l08 4. APPLICANT / 1x� �•t„2 5 . ADDRESS c' 6 . ESTIMATED COST $ �.,Pe 7 . IS THIS A CONTRACT COST � �ks N o` 8 . FEE ENCLOSED $ .1c �G tQ, ? sue 9 . TYPE OF BUILDING : RESIDENTIAL COMMERCIAL 10 . TYPE OF JOB : /Original Installation Alteration/Addition/Repair BD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11. LOCATION OF JOB j76 ALe-.yi �ynlc NO. STREET APT. NO 12 . TYPE OF INSTALLATION 13 . SIZE OF MAIN FEEDER 14 . NO. OF LIGHT LOOPS 15 . MO. OF HEAT LOOPS 16 . NO. OF POWER LOOPS 17 . NO. OF LIGHT OUTLETS 18. NO. OF HEAT CIRCUITS 19. NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23 . NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26 . NO. OF PANELS_/ 27 . TOTAL WATTAGE 28. NO. OF POWER FEEDERS 29 . NO. OF SWITCHES 30. A/C LOAD 31. SIZE OF POWER FEEDERS 32. NO. OF FIXTURES 33. TOTAL HORSEPOWER 34 . :TAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: L.ot No. Building Permit Tier ifiraft Temporary Service Permanent Service Pursuant to Permit No. This Certifies that the Electrical Work for which the above named Permit was granted has been duly Inspected and is hereby approved. Owner Electrician Street 19_ Building Inspector - PERMIT # DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby : TOWN OF SOUTH WINDSOR APPROVED DISAPPROVED BUILDING INSPECTION DEPT. 644-2511 Ext . 230 S Z y"� Application must be printed or typed D to Building Inspector 1 . LOCATION OF JOB i 7& L..411/C FEE SCHEDULE No . Street _1pT "h, $ 0 - $1 , 000 - $10.00 Floor Apt . No . Over $1 ,000 - $10 .00 per $1 ,000 or 2 . OWNER s ,� ,JE�pPt,4S fraction thereof 3 . ADDRESS r�9s� ESL-���e�� c�i 06iof1 4 . APPLICANTyGT �y�,,,� � 5 . ADDRESS 6 . ESTIMATED COST $ nzlp,pd 7 . IS THIS A CONTRACT COST � is, No 8 . FEE ENCLOSED $ 9 . TYPE OF BUILDING : /47s:3 RESIDENTIAL COMMERCIAL 10 . TYPE OF JOB : /riginal Installation Alteration/Addition/Repair BD 3A 11/88 APPLICATION FOR ELECTRICAL PERMIT (Continued from Reverse Side) 11 . LOCATION OF JOB /76 ,rz;vT LDT� NO . STREET APT. NO 12 . TYPE OF INSTALLATION ,-U0 �,y�p �S ✓� 13 . SIZE OF MAIN FEEDER y/x> �#Y- 14 . NO. OF LIGHT LOOPS _ 15 . NO. OF HEAT LOOPS 16. NO. OF POWER LOOPS_ 17 . NO. OF LIGHT OUTLETS 18. NO . OF HEAT CIRCUITS_ 19. NO. OF POWER OUTLETS 20. NO. OF CONVENIENCE OUTLETS 21. NO. OF HEAT CIRCUITS 22 . NO. OF POWER CIRCUITS 23. NO. OF LIGHT CIRCUITS 24. SIZE OF HEAT CIRCUITS 25 . NO. OF MOTORS 26. NO. OF PANELS- 1 27 . TOTAL WATTAGE 28 . NO. OF POWER FEEDERS 29 . NO. OF SWITCHES 30. A/C LOAD ,= 31. SIZE OF POWER FEEDERS 32 . NO. OF FIXTURE S_ 33 . TOTAL HORSEPOWER 34 . NAME OF SUBCONTRACTORS AND THEIR TRADES 35 . REMARKS AND FURTHER DETAILS : /LL3S o7oL- /C�liu�C� S//a'��'Z LICENSE NO. SIGNATURE OF APPLICANT DATE PHONE NUMBER: 6 Y6 O,46-7 clot N(T ' Building Permit -� V P1' fiCP Temporary Service Permanent Service / Pursuant to Permit No. ✓ This Certifies that the Electrical Work for which the above named Permit was granted has been duly inspected and is hereby approved. II Owner Electrician_ r' c- h Street 19 Building Inspector PERMIT NO. 89q� DEPARTMENT DECISION A P P L I CATION FOR Application is hereby : PLUMBING PERMIT TOWM OF SOUTH WINDSOR PPROVE DISAPPROVED BUILDING INSPECTION DEPT. ).;t 57-1 644-2511 Ext. 230 Date BWflding Inspector Application must be printed or typed. 1. LOCATION OF JOB: /76Qn o FEE SCHEDULE 2. OWNER: $ 0 - $1 , 000 - $10. 00 3. ADDRESS: Over $1 , 000 - $10 .00 �' rrt per $1 ,000 or 4. APPLICANT: &)���40No fraction thereof ��_;,r l�TyQ S. ADDRESS: A2S'o(LyogN ��em 'Qck &-OQOk IZr©QY. CT 6. EST. COST: $ A 7. IS THIS A CONTRACT COST? x YES NO 8. FEE ENCLOSED: $ f�f 7S3 9. TYPE OF BUILDING: /, RESIDENTIAL COMMERCIAL 10. TYPE OF JOB: >C ORIGINAL ALTERATION INSTALLATION ADDITION REPAID. BD 2A 11/88 APPLICATION FOR PLUMBING PERMIT (Cont. from Reverse Side) 11. LOCATION OF JOB: aA uQn - De-, GENERAL PLUMBING 12. KIND OF INSTALLATION: lOM06---t e Yc,yn 13. SIZE OF MAIN DRAIN 14. NO. OF TOILETS 3 STYLE Q ( 15. NO. OF URINALS STYLE 16. NO. OF BATHTUBS_ 16A. NO. OF SHOWERS 17. NO. OF LAVATORIES 18. NO. OF SINKS_ 19. DISPOSAL _ 19A. DISWASHER_L_ 20. NO. OF CONDUCTORS SIZE 21. NO. OF STACKS SIZE 22. AREA OF ROOF 23. NO. OF CATCH BASINS 24. NO. OF FLOOR DRAINS 25. NO. OF OTHER FIXTURES KIND 26. ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW? yp c' 27. SIZE OF WINDOW 28. IF NO WINDOW, WHAT KIND OF VENTILATION IS THERE? 29. SIZE OF DUCTS 30. SEWER OR SEPTIC TANK? 31. SIZE OF WATER MAIN 31A. SIZES OF WATER PIPING & RISERS VQ 32. REMARKS AND FURTHER DETAILS WATER HEATER 33. TYPE 34. MANUFACTURER TANKS SAFETY DEVICES TEMPERATURE 35. CAPACITY 39. RELIEF VALVE 36. TEST PRESSURE LBS. 40. MANUFACTURER 37. WORKING PRESSURE LBS. 41. PRESSURE RELIEF VALVE 38. TYPE 42. MANUFACTURER �03 �q 1.2 LICENSE NO. DATE SIGNATURE OF APPLICANT PHONE NO. 6 0 3 M 6 ? FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: (NO. 2 4 o I ) TOWN OF SOUTH WINDSOR EST.COST: q d?)o BLDG. PERMIT NO.�__3 1540 SULLIVAN AVENUE FEE &D ' SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $1.000 - $10.00 $1000 or fraction LOCATION OF BUILDING 7(n Ike Q �� thereof - $10.00 S % A D",oe 1n n i� s �(ZA c S1 OWNER T ADDRESS TOWN PHONE NO. Q i noi. i60?3�� HVAC CONTRACTOR ADDRESSk TOWN PHONE NO. TYPE OF SYSTEM: HEATING �_ TYPE OF BUILDING: RESIDENTIAL_ A/C COMMERCIAL VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC_X WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM /aS GAS IN-PUT ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE �(_ OUTSIDE CAPACITY�G LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE` ffALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL N0.) 116 tqaj' h, II02 w/ 7-n)y1/ Q3j C01'L i� (OUTPUT-BTUH) �i� GROSS HEATING CAPACI (INPUT-BTUH) /� / NET RATING (o IF 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.): TONNAGE COOLING CAPACITY (BTUH) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT) : TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) (PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: V(� M'A's z-) STATE LICENSE - NAME & TYPE W I DATE SIGNATURE OF APPLICANT APPROVED DATE BD 4A 11/88 I - B - R CALCULATION SHEET 15W (Modern Method) Copyright 1977 by The Hydronlcs Institute OWNER ADDRESS -- DESIGN TEMPERATURE DIFFERENCE F. DATE COL-A COL.O COL.C COL. D COL.E COL.F COL.G 1 rSTROOM IZ O H L W H L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. U UN per Fool of 3 LENGTH EXPOSED WALLS,FT. 4 Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA BTUH BTUH BTUH OTUH BTUH 5 WALL CONSTRUCTION ROOM LIN. FT.OF (Table 9, L in*3 x H) TOTALS RADIATION 6 TYPE Of GLASS FROM LINE 12 SELECTED (Bottom of table used for Line 5) _ 7 CEILING CONSTRUCTION C— (Table 9, L ■W) 9 FLOOR CONSTRUCTION( (Table 9, L K W or Lin. F t) E —4,—COLD PARTITION CONSTRUCTION F (Table 9, L x H) G _ 10 c I Well IWlth Openings) ----------- C O H r Z 2 Wails(With Openings) X 3 Walls IWith Openings) or Ent Hell r 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K _- -_ L COL.A COL.S COL.H COL. 1 COL.J COL. K COL. L TOTAL BTUH TOTAL -- - OF BUILDING RADIATION 1 ROOM a AT SELECTED O N I L I W H L W qH L W H L I W H L I W OESIGNTEMF." ENCE 2 ROOM DIMENSIONS, FT. ~ DIFFER 3 LENGTH EXPOSED WALLS. FT. 4 41 WINDOW AND OUTSIDE DOOR AREA STUN BTUH STUN BTUH BTUH 5 WALL CONSTRUCTION *INCREASE BATHROOM (Table 9, Line 3 x HI TOTAL 20% 8 TYPE OF GLASS — --- - — --- - - - - ----- -- - --- ----- (Bottom of table used for Line 51 ----------- -- ----- - fFOR CONCRETE FLOOR ON 7 CEILING CONSTRUCTION GROUND OR FILL AT (Table 9. L K W) GRADE LEVEL,USE LINEAR g FLOOR CONSTRUCTIONt FEET OF EXPOSED EDGE (Table 9, L x W or Lin Ft,) 9 COLD PARTITION CONSTRUCTION (Table 9. L x H) 10 c 1 Wall(With Openings) --- O — ---- �Z 2 Wells(With Openings) Gx -- eJ 3 Walls(With Openings) or Ent. Hall F. 11 TOTAL BTUH AT 70F TEMP. DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE _ FORM 1503 This form Is"ailabie from The Hydronics Institute.35 Russo Place,Berkelay Heights,N. J. 07922 �f�`� �S J/fl`e ��/�'I1� �`-C-t�'/�-/� -�- ,fir-�i` /7� 1��7 f �c �0 inxl�o✓L w , I_ 8. R C CULA,T�I�ON SHEET 1503 (Modern Method) Lr . i/f'L Th.HVarol»c.Institute,35 Ru.o Place.Swkelev"ght:.N.J.07922 OIwIN[R .T, 6P AOOR /3 L, M►E T RAURE DIFFERENCE F. DATE ! COL.A COL.• COL.C COL.E 1 COL.F COL.G 1 ROOM lope-Q O N L W H L W H L W N L W H L W D"Ifn Water Tamp. I I ROOM DIMENSIONS,FT. f Z U HSTUN per Feel of U 3 LENGTH EXPOSED WALLS,FT. t C C 2 RaOlaUon Selected AND OUTSIDE DOOR AREA _ t/v -y2 y STUN STUN • STUN// STUN STUN S WAIL CONSTRUCTION n�/ /r ROOM LIN.FT.OF (TaWa 1,Line 3 a H) 1 ! v_J 9C C G O � /�C� C ��� TOTALS RADIATION G TYPE OF GLASS FROM LINE 12 SELECTED Ism 01. oftew'9Yuat for Lisa S) ram. O •' �G G U f��G /�2>G'' 7 CEILINd CONSTRUCTION /Z oy Z/� (TaMal,L a WI ��C S FLOOR CONSTRUCTIONt �' O ITW99 L a W or Lift Ft.) ! COLD►A0N CONSTRUCTION (TaMs L x 141s,L a NI 3 c G 10 1 well(W hh Opanined � � C0.c". a "T ZN4iWhhOpael Xz7 HW aWa p .a � I TOTAL STUN AI`7SfTEMF.DIFfSRENCE• 12 �G �700` J TOTAI S?UN A'r DESIGN TEMP. DIFFERENCE ��p OAA, 00' (J K • 3-3 a 8 L_ C04 A COLS COL.N COL. 1 COL. J COL.K COL.L n TOTALSTUH TOTAL t ROOM G �/ OF BUILDING RADIATION AT SELSCTEO O H L W H L I W_ j H L W N L W H L W ORSI4NTSM[NF.• 2 ROOM DIMENSIONS,FT. ►• �/ OIFFERCS SG� u 13 LSNOTN EXPOSED WALLS,FT, t /j: `S i w1NDOM1 AND OUTSIDE DOOR AREA BTU" STUN STUN STUN STUN w /.. t �Mlp a N► 6 ALL CONSTRUCTION 3 x 14) �� *INCREASE BATHROOM ITNN O O O �c,G� TOTAL 30% S T GL OF ASS �`! f ISaKapre ad taOip Ilab fo.Lae.01 >' CEILING CONSTRUCTION 7- tFOR CONCRETE FLOOR ON 'IT41111F9.L a W) ny "� `" r¢d OROUND OR FILL AT GRADE LEVEL.USE LINEAR ITiIE1S�.• FLOOR W aa UCTIONt FEET OF EXPOSED EDGE ' L a a W w LIw.FL) )—`� S COLD RTITION CONSTRUCTION 10 1 WGN(whh oewdne.l C Q LrCf /7G1_.�='7 rF �A welN(WNhOpaetrya) 4X y7 G ea GytS sr-.S saej,Ir�,a. S Wa1N(WM Op"law of Ent.Hell o/L 1f TOTAL STUN AT 70F TEMP. DIFFERENCE- t2 TOTAL STUN AT OESIGN TEMP. DIFFERENCE 1^ ti:• 1 FORM ISO] in R CAS CULATION SHEET 1503 (Modern Method) �1 L �' j/�� TPe Hrdronir:c In/tilute,36 Rum Place.Berkeley Heights.N.J.07927 NNER ADDRESS (`^' " 'S�� DESIGN TEMPERATURE DIFFERENCE F. DATE COL.A COL.• COL. COL.Off* 1 COL.E—�— COL F= COL.G I ROOM O It L W N L W It 1 L W /I L W H L W Desism Water Teme,. ? ROOM DIMENSIONS,FT. V _ C STUN ter FeetM 3 LENGTH EXPOSED WAI,LS,FT. < < L �s Railatloo S4W6wN c E WINDOW AND OUTSIDE DOOR AREA AL — f/ j a 6 = 02 — r-)- e'�li/ STUN BTUH BTU" BTUH STUH 6 WALL tOMSTRUCTION /.{' / ROOM LIN.FT.OF (Table 9,Llee a It) !/✓ G� G G' v �� L� ��d TOTALS RADIATION 6 TYPE OF GLASS PROM LINE 13 SELECTED 1014MI011 of table Wt1A Ow LWA SI ���p /� CEILING CONSTRUCTION / U C I ToWs t.L a w► G' G� yO C 0 4 • F LOON CONETRUCTIONt D 3/ ITtAb 9,L a W«LNa F LI 9 MO PARTITION CONSTRUCTION I S� 1 TMIIt1�"L■N) p C O e -4 G l to -.9 /wen(wltlt OPert n" , o; C' d G 7E; a wells IWhh OPert x G D so 1w 1 4 p 3 well.iWto d a OPenl Ora NMI N. 11 TOTAL 9TYN AT 7SF TSMP.DIPP•R•NCi•. `S' fG ;� d OO �4 • 1) IIOVAL STUN AT DESIGN TEMP. DIFFERENCE C' Q K Corr.A COLS COL.N COL. M COL.J COL.K COL.L TOTALSTYH TOTAL t ROOM OF BUILDING RADIATION 9 AT SELECTED O N L W N L vv It L W M L W N L W DESIGN TEMP.• a ROB DIMNS EIONS,PT. -1 OIIIt11iNCE xc� 3 C TN EXPOSED WALLS,fT. • =AND OUTSIDE ODOR AREA � STUN STUN STUN STUN STUH S WALL CONSTRUCTION •INCREASE BATHROOM IT/Ale9.Lbw3 a NI �:3 �C TnOTAL 20% • TIME OF GLASS t � 4/Ze, ISetaawl N tesle 'for Lhte W tFOR CONCRETE FLOOR ON CEILINQCONSTRUCTNON GROUND OR FILL AT 11aWS;L■wl �3 GRADE LEVEL.USE LINEAR S FLOORCONSTRUCTIONt FEET OF EXPOSED EDGE (VANS LaWor Lim FE1 9 COLDFA—RTITION CONSTRUCTION ITNb%L a HI 10 4 1 wwl-Iwwk openNryy z a IN7ea (wNA Open •x , 13VAmIkIWIIh �J OPeMnMI or Ent.Nell /. t r TOTAL STUN AT 7OF TEMP. DIFFERENCE' �Q O lJ TOTAL STUN AT DESIGN TEMP. DIFFERENCE L' Y FORM 1563 FOR OFFICE USE ONLY APPLICATION FOR HVAC PERMIT DATE: 4- Z;; 92- (NO. 9 3L) ) 2 TOWN OF SOUTH WINDSOR EST.COST: S37v BLDG. PERMIT NO. i4 75 J 1540 SULLIVAN AVENUE FEE 6 SOUTH WINDSOR, CT 06074 FEES: 644-2511 - Ext. 230 $ 0 - $1,000 - $10.00 $1000 or fraction LOCATION OF BUILDING kO T 5 "/7 thereof - $10.00 !�' 6 DBVa4oPsx 33o Roads y' , Air (-S r CT 2-9? 133 OWNER ADDRESS TOWN PHONE NO. -6?&/ O&111' 1;ti a `(S 7E 6lS S?0.+c'w2 a'3yx3- F_ 0A4av-,-Q 5-2-8-3f 8 7 HVAC CONTRACTOR ADDRESS TOWN PHONE NO. TYPE OF SYSTEM: HEATING TYPE OF BUILDING: RESIDENTIAL ✓ A/C ,/ COMMERCIAL VENTILATION BUSINESS INDUSTRIAL IF HEATING: STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WARM AIR UNIT RADIANT HEATER (INCLUDING WOOD/COAL BURNING STOVE) TYPE OF FUEL: OIL-GPM GAS IN-PUT ELECTRIC KW WOOD COAL OIL TANK - SIZE & LOCATION: INSIDE OUTSIDE CAPACITY LPG TANK - CAPACITY EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH) (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT (INCLUDING MAKE & MODEL NO.): GROSS HEATING CAPACITY (INPUT-BTUH) NET RATING (OUTPUT-BTUH) IF AIR CONDITIONING: DESIGN TEMP. OUTSIDE 9.6 OF INSIDE_Zj- OF DIFFERENCE Z c OF TOTAL HEAT GAIN (BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE & MODEL NO.): 7GMn c &L CASa4-k o a s..r TONNAGE COOLING CAPACITY (BTUH) 4L @-tt) IF VENTILATION: DESCRIBE ALL AIR-HANDLING EQUIPMENT (INCLUDING KITCHEN EXHAUSE EQUIPMENT): TOTAL SIZE OF SYSTEM (CFM) FRESH AIR INTAKE (CFM) (PLAN MUST ACCOMPANY APPLICATION) The undersigned hereby applies for a permit to perform the following work and is to comply with all local ordinances and State of Conn. Building Codes in the performance of such work. FURTHER DESCRIPTION OF WORK: 4OFASTATE LICENSE - NAME & TYPE 4� ATE S NATURE ICANT �.1e-c- 44e,> 9 z— APPROVED bAlt BD 4A 11/88 I se B a R CALCULATION SHEET 1503 (Modern Method) Copyright 1977 by The HydronKs institute OWNER ADDRESS --- DESIGN TEMPERATURE DIFFERENCE F. DATE COL. A — COLS COL.C COL.D COL.E COL. F COL.G 1 ROOM ¢ O H L W H L W H L W H L W H L W Design Water Temp. 2 ROOM DIMENSIONS, FT. ~ U BTUH pair fool of 3 LENGTH EXPOSED WALLS, FT. < Radiation Selected 4 WINDOW AND OUTSIDE DOOR AREA LL BTUH STUN STUN STUN STUN 5 WALL CONSTRUCTION ROOM IIN. FT.OF (Table 9. Line 3 x H) TOTALS RADIATION 6 TVPE OF GLASS FROM LINE 12 SELECTED (Bottom of table used for Line 5) 7 CEILING CONSTRUCTION C (Table 9, L x W) 9 FLOOR CONSTRUCTION/ (Table 9, L x W or Lin. F t) E 9 COLD PARTITION CONSTRUCTION f (Table 9, L x HI G 10 C 1 Wan(with Opening4 - — — — -- =o ;; H 2 Wells(With Openings) n X 3 Wells IWnh Openings) or Ent. Hall f. 11 TOTAL BTUH AT 70F TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP. DIFFERENCE K — COL.A COLS COL.H COL. 1 COL.J COL.K COL.L TOTAL BTUH TOTAL -- --"— - --- _----- — -- OF BUILDING RADIATION 1 ROOM AT SELECTED O H L W H L W H L W H L W H L W DESIGN TEMP.- 2 ROOM DIMENSIONS. FT ~ DIFFERENCE U — 3 LENGTH EXPOSED WALLS, FT. < 4 WINDOW AND OUTSIDE DOOR AREA BTUH STUN BTUH BTUH BTUH [_1 WALL CONSTRUCTION -INCREASE BATHROOM ITable 9, Line 3 x HI TOTAL 20% TYPE OF GLASS (Bottom of table used for Line 51 - - - -- ------------ - tFOR CONCRETE FLOOR ON CEILING CONSTRUCTION GROUND OR FILL AT (Table 9. L x WI GRADE LEVEL,USE LINEAR 9 FLOOR CONSTRUCTION? FEET OF EXPOSED EDGE (Table g, L x W or Lin Ft.) 9 COLD PARTITION CONSTRUCTION (Table 9, L x H) 10TC , l(With Openings) aWs(Wrth OPeningslXls(With Openings) or Ent. Hal 11 TOTAL BTUH AT 7OF TEMP DIFFERENCE' 12 TOTAL BTUH AT DESIGN TEMP DIFFERENCE FORM 1503 This form 1s e,silable from The Hydronlcs institute, 35 Russo Place,Berkeley Heights,N. J. 07922 PP_ I.NAME OF ROOM 1. o'u, 2. 0-1 N 3. iedT1d,44-r—Ar% 6. t-tijo 7. W_f� 6 7bt> 9• i7i;') ': to. &-o 'l' 11-7cl"rs 2_ _; 1 ROOM WIDTH&LENGTH </13 L'�j'.il-4 1 Yl 12 -2.i RUNNING FT.EXPOSED WALL 3 2-6 1, 5 2-k 2 EIGHT FACTO k is FL 2, I 4. EWNG H SO. W 7 9C_ 1�V�4_ 4 c- a1.WINDOWS TIMESFT. NF,E,NW `3`"FAC[OR S SF_SW USOM SQ FT. 2 c6i 3A Z WALLS 2. TIMES FACTOR 1- 4 WARM SQ.Fr. 1 PARTITIONS TIMES FACTOR FLOOR TIMES ffff 30 AL MMW TIMES FACMR 12 ""i3 I -� Ll "'� "� NUMBER 67 '6 7 .61, L PEOPLE TIMES 450 4 `7 51 FACTOR �C4, &SENSIBLE GAIN ff TUH -4-4 to S S L _24-7 Z > +9 > 7.SENSIBLE AND SENSIBLE GAIN 3;7 5 '�Y,3 28r�<t ZZ S-1 4, 03 Z 36Y5) 37.73 246L, DUCT GAJN TIMES FACTOR (5 3S 4-0 1 &TOTAL GAIN LINE 7 el4_1 U-,' �'i '2_ 43 r 7 3�)c, 4�6-5 43 c,c- T 1?3 i, TIMES FACTOR t 6Y 4Z t CFM PER ROOM IL BRANCH DUCT SUE 11.TOTAL HEAT GAIN OF STRUCTURE STUN COOLING UNIT MODEL eW 5_C' 4A t�--C"" DINT M eY r) COOLING WORKSHEET NSTRUCTIONS--(a)0 ductwork is to be sized,fill out worksheel completely for each room. (b)To only find the size of equipment re- COMPUTATION PROCEDURE: ;uired.treat each story as one bg room—fill oul only one column per floor. A Enter factors from Tables 2 through 5 in the factor column. i. WINDOWS—Enter square feet of windows,using window opening dimensions. B.blef square feet of windows.walls etc.for each room above diagonal line. 2, EXPOSED WALLS—Enter square feet of outs&wall for each mom.Use inside dimensions.Include closets,dressing MOM hall, C.Mu"square feet ol windows,walls,etc x taao(.Enter the answer in area below diagonal line These figures show 15TUH gain alc wit,acilonng rooms. through windows,walls etc. D.To obtain room FTUH,add figures verticalty and enter results on Line 6(Sensible Gain) NOTE:0 outside 6W temperature 3. WARM PARTMONS—Enter square W of partition separating air conditioned areas from unconditioned space Walls adionq garages, is above 100°F,multiply this Sensible Gain by 1.15!tw word results on line E glassed-in porchn etc.should be included wAh outside walls. E.It room air is supplied S a duct which runs through an unconditioned space,mu"the Sensible Gain 15TUH of to room by 4. FLOOR(and Ceiling)—Enter A square feet of ceiling area.Make sure that hallways,vestibules,closets.etc which are pan of a Duct Gain Factor in Table a Piclitiorned space are included,either separatety or as pail of adloining Rxim. F To calculate W gain(Sensible plus Latent) Mu"Line 7(Sensible&Duct Gan)x Latent Fam(Table') Enter nesiA on Line a i. OEOPLE—Mu"number of bedrooms x.2 to determine number ol people.Dmde this total among the living areas of the house G.To obtain Total Heat Gain of Structure add Line 8 horizontally.Enter total on Line 11 Total Heat Gain of Structure block.This figure (not bedrooms or baths).Multiply number of people x450 factor to obtain M bad is used to select cooling equpment. "'• rr. N 11045, " 195.38' 012043'10" L= 45.32' .r �r -- O 20' Building Line N n E1,141.Men. , , , O C 5 o w c w Area = 55,240 sq. LZ68 acres v J o 5 U o Co b d o C n 11 O N m 11 Lo 0 06 O x 329.3 O l e N II rh x 329.4 , Z oil Filler Pipe x 329.3 1 II /Vent 329.8 x x 328.4 30 329.5 / l x p4�� / n 29.5 f\t' 326.8 p b5'� 329� 329J r '28.9 28.63' .1?8.6 7s2 x3292 32�.9 fwMfy3\54 t! 328.9 O 326.9 I ¢'�Z� 32T.98 3 9 5�3 , 328. 327.6 W \ 27k 328.88 327.5 326.8 x /x 328.4 x 327.9 O / y r to �266 47.00' S 10°56'59" W. •'r i'' Pi may':' _ SRN C.B. f' ' T.F.= 322.84 F.L. FOOTING DRAIN= 320r- 1 RECORD DRAWING/AS•-BUILT PLAN LOT #5 — HEATHER FARM ' SOUTH WINDSOR, CONNECTICUT SCALE:. /1" 40' I HEREBY DECLARE THAT THIS""MAP, IS'.SUBSTANTIALLY. CORRECT. MAP AND SURVEY WERE' PREPARED IN ACCORDANCE •WITH THE STAND, CLASS A-2 SURVEY AS DEFINED IN THE RECOMMENDED STANE r prnrrrer� SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREI ,'''� of�coNv1��!c',T�I ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, v� H. y';%,? SEPTEMB 13, , 1984 . G� ; ; ) ;s:" ;,;,. ; ;•.. �y; I,.S . 15464 _ mod' No. 15454 111 R H N Z REGISTRATION NO . < `("C'E N SE,0, �Q. gkSURi MAP REFERENCE: HEATHER FARM — A RESUBDIVISION IN AN CONVENTIONAL PROPERTY OF DEVCON INC. AVERY ST. SOUTH WI LUCEK ENGINEERING ASSOC. DATED 4-10-87 REV . 12-1-87 TH rT r(-C- r -) V(')%T V 1 "-An ' q"FFTC 1 THRII 7 " 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 Street ���('R together with amendments stated in application and ` V riled with Plan and I agree to comply with all toning, 1 Building and state laws and such orders as shall be IM issued by the Building Department during pendent) VI this •DPliea on and final Issuance of a building permit. I U L Signed This plan Is approved subject to the condition that ordersSouth Windsor nd ordinances regulating building shall be cOrnplied with, BUILDING DEPARTMENT Conditionally Approved These filed with Building Inspector Clark Oate CLI(i iHCATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) 3s shown on this plan appear(s) to be in ,onformance with current South Windsor egulations. Variances and special exceptions may apply. Date 2 K SS g E f rcement Officer e MCyE MI S.I,EP°E°'— °PER"t` Town of South Windsor - Open Space 1. Upon approval of the site plan development, the limits' ` of development should be established In the field for I \I the proposed site. Distu[bancc limits of 25 lS ft. beyond the physical dimensions of the structure are recommended. N 1 1°45'58" \ r 2. topsoil and subsoil from the foundation area should be stockpiled within the area of disturbance if not used / 1 95.3 8' for an' site regrading. Each stockpile must be \ adequately ringed with sediment control materials 04 204311 0" = 45.321 'b Ii.e.,hay bales and/or fabric fence). � 1 3. Any additional stockpiling of lumber or building 20 l 3ugdin Llne O J materials should also be confined to the area of g \ N w •distucbance. similarly, vehicular movement should be 1 directed to established parking areas. l\ I) <. Upon Sot completion of-site construction all❑v soil areas surrounding the building should be fine graded ` I and mulched. installation of groundwater control' systems, curtain dcatas with level spreader, infiltration t[enthes and/or energy dissapaters,should f/ _ be completed at this stage. S. During construction it shall be the responsibility of 6"Asnw Aee.AruTo to assume responsibility of Implementing this erosion and sediment control plan. \ a this responsibility includes Installation and d 0 maintenance of control measures, Informing all'pa[ties ;�' engaged on the construction site'of the requirements .and objectives of the plan,notifying the Planning and /) y lolling Cormissioh of any transfer 'of this Area = 55,240 :,q. rf} "�A $ �„;. z, a. � - responsibility and for conveying a copy of the erosion and'sediment control plan If and'when the title of the i.268 acre,; land Is transferred. this plarr represents site - ° hj development as a sequential integrated activity, jet \ 7 U �� realistically, unique conditions may arise within Co special areas or parcels during construction. My new of N activity:equIFed to meet these conditions.*shall be C ` O II presented to the appropriate regulatory agencies Lo 11 through their specific permit pracesses. c 3 , u O 0 � II o M II Oa — It ` • 11 �532 0 rr1.3<3'1 ��.2 O 328 ,�/ CO -V O �7i C ryDr�• `C�/ %% 10°56'59" W 6A 190 a,r SRN — \\ , i �(•f 3iAj\�� O�P.La,) $.=plc a 2 ---- s?� Eoo Qd'� T.F. -62Z.94 LEGEND I. Set posts and G 31q•1�G).. Posts excavate a '..G. wire ——li 2. Staple the EXISTING CONTOURS -- — 33 0 — trcnch, set post wire mesh Angle 10• dpwnslope. °• fencing , renting to PROPOSED CONTOURS u0slope for end post. 3,Z,9 is s:abitrc;•and '; PROPOSED SPOT ELEVATION a aelrtleaning. ` ` EXISTING WATER LINE w 100• EXISTING SANITARY SEWER sAN EXISTING STORM SEWER .vr_ni:m m_rl 12"min. +t` I depth HAY BALE/SILT FENCE --------- eglr:vm•s ' I Fjl-ter 1- 3.Attach filter fabric 4. Dac d xtendend it to kfill the Fabric I to the fencing I j trench and PERMIT PLAN — LOT #5 an e compact the Y the trench. excavated soil, a HEATHER FARM � Compacted '. ' r11`-�111 r„ rl. Backfi11 !1=UISJ. i:ru�,,I=lwh/� yl_ '4 rl—nl=r/ SOUTH WINDSOR, CONNECTICUT Ian=_= =ejnt_nryr,in: nl�,�1=la C rw =Ui.,,:l rt= al= Bottom of SCALE: 1" = 40' •-- Drainagexay I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THAT THIS 1 ) MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A o CLASS A-2 SURVEY AS, DEFINED IN THE "RECOMMENDED STANDARDS FOR 1 A•/ P SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND t i ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. , ON L -1 EtEYATlorl SEPTEMBER 13, 1984. 1 Points 'A' should be higher than point PLAN VIEW . TOPO H ATURES SHOWN HEREON, WERE PREPARED IN ACCORDANCE Source: U.S. Department of Agriculture, Soil Conservation Service,Storrs„ WIT ! ^ .�r�' Cx, itp Connecticut. I f --- --— �QV / SILT FENCE DETAIL L S. 15464 2 10 92 EL1;;1fMMNf REGISTRATION NO. DATE — � `� P:o. 1'-.SSA i � _•y < cFN �,•aa`l aye+, seve;G s tl rely . t\`(f J — MAP REFERENCE: tr RESPONSIBLE PARTY: SEBASTIAN ACCAPUTO 330 ROBERTS STREET "HEATHER FARM — A RESUBDIVISION IN AN RR ZONE CONVENTIONAL PROPERTY EAST HARTFORD, CT OF DEVCON INC. AVERY ST. SOUTH WINDSOR CT. LUCEK ENGINEERING 282-0133 ASSOC. DATED 4-10-87 REV. 12-1-87 THRU 7-8-88 CLASS A-2 SCALE 1"=40' SHEETS 1 THRU 7 . " :.1; 'r--'s-9t P t FEB 13 jqq) SOUIII I'viflusur rj'UILDING DEPARTMENT ATLW OF ZoNRiG IC jlojr Structurets ani '. Plan Wezirts) to be CIA 13 V-J iva OR this South Wind.: Ll,tlr'G as Sto vAth current S is aopi cLtion Lr.,� fin,I !SSLJLnCO Gf .00twance and speclat exception '--D. -17 LI q� 0:,.m P-. FAr apo* Enforcement Officer Sig DEYEPHH SGW£HCEO►OP£RM0__ys Town or South Windsor — Open Space 1. Upon approval of the site plan development, the limits ` of development should be established in the field for I I \I the proposed site. Disturbance limits of 25-35 ft. beyond the physical dimensions of the structure are recommended. , N 1 1°45'58" E 2. Topsoil and subsoil from the foundation area should be stockpiled within the area of disturbance If not used / 195.38' for on' site regrading. Each stockpile must be 7— adequately tinged with sediment control materials G'2°43'10" = 4$•32' (i.e.,hay bales and/or fabric fence). ]. Any additlonil stockpiler of lumber or building r 0 )' g 20 Building Line O materials should also be confined•to the area of 9 \ N W ,disturbance. Similarly,vehicular movement should be 1 directed to established parking areas. II <. Upon SOt completion of'site construction all raw soil \ i areas surrounding the building should be fine graded and mulched. installation of groundwater control' systens, curtain drains with level spreader, J a infiltration trenches and/or energy dissapaters,should be completed at this stage. I S. During construction it shall be the responsibility of _ o �� sebxsruu Ar_c.ruro to assume responsibility of I \ t implementing this erosion and sediment control plan. This responsibility includes installation and ` �• p, f �,qm U,.) maintenance of control measures, informing all'parties ;.�, —► s c�� engaged on the construction site the requirements I /ti �: -r i' ,••••�: .and objectives of the plan,not the Planning and J r 'f �- toning Commission of any transfer 'of this / Area = ;35 y d n �.•. '. 3 � � O responsibility and for conveying a copy of the erosion z^'^•` � and'sediment control plan If and wAen the title of the .2 8 QCYP. * y p ;- 1'L J r land is transferred. This plan represents site — raj development as a sequential Integrated activity, yet 7 U realistically, unique conditions may arise within \ CD 00 special areas of parcels during construction. Any new N \ Q (N activity tequiied to meet these conditions,shall be C N II presented to the appropriate regulatory agencies through their specific permit processes. jj Ov I i C 3 i iI W 11 11 ° O N � My \ 11 � 11 Z v STO CAS 11 2tO C�•F' fir . .. -. .n 3 �/ f gl �7j .,e.40 x tt.o 328 •[J // f O1 2 6 N APt'aZox. n azC � 0 0 1 ��,�•' /T-313.o+ 47.00' �• u C" i I9O a.r - SAN $. PVC.C 2%_===______= _____ ---___ __ —c �(.Pl. Zp_ w•Evo Pdy� T.F. -622.99 LEGEND FL= 31q•130- 11 1. sec pots: and !% t. staple the EXISTING CONTOURS — Potrs ', e1xearato a 6•xd' Wire ._•_,t t trench, sus post fencin ., were mesh Angle e f Bolen:lmpe. g j: fencing . PROPOSED CONTOURS uDstoppa for � 1 end post. srabf)iry and PROPOSED SPOT ELEVATION 3z9+e self cleaning. lI;` EXISTING WATER LINE w loo• EXISTING SANITARY SEWER sA.a Zvi=-p1e ` - =� EXISTING STORM SEWER CVI=urnl •!ul-st 72'mfn. ►1_- + _---- --_ 1 i11e1I1:1•t n11- � Illna ;,, depth U1BIII HAY BALE/SILT FENCE rll�v,ns Finer f 3.Attach filter fabric FaEree I to the were fencing e. Baekfeli the�;and extend it to trench and PERMIT PLAN — LOT #5 compact the r the trench, excavated soil. ' Con acted it HEATHER FARM •e enfill "1=1iv=a 11?Al'>9• :, nl= �. f�3arnl_nq:�m�l_a/ SOUTH WINDSOR, CONNECTICUT _1ji•rr It-Bottom or IN' SCALE: 1" = 40' •__ Drainageway --� I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THAT THIS ' I MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A o ; o CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR t I AJ SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND I ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. , ON `' 4 ELEVATION SEPTEMBER 13, 1984. t Points 'A' should be higher lflrrsfsss„ia,, I than.P°ins tl . TOPO PHI +4 U _ { OWN HEREON, WERE PREPARED IN ACCORDANCE PLAN vtEw s�"! �^ Source: U.S. Department of Agriculture, Soil Conservation Service,Storrs,• WI LAS �` ��� Connecticut. Co 41 4 i SILT FENCE DETAIL r L.S. 15464 2 10 2 USS �. ; H 'I REGISTRATION NO. DATE MAP REFERENCE: - RESPONSIBLE PARTY SEBASTIAN ACCAPUTO 330 ROBERTS STREET "HEATHER FARM - A RESUBDIVISION IN AN RR ZONE CONVENTIONAL PROPERTY EAST HARTFORD, CT OF DEVCON INC. AVERY ST. SOUTH WINDSOR CT. LUCEK ENGINEERING 282-0133 ASSOC. DATED 4-10-87 REV. 12-1-87 THRU 7-8-88 CLASS A-2 SCALE 1"=40' SHEETS 1 THRU 7 . " 1; IN—91P FEB 13 1992 SOUJI Vviriusur BUILDING DEPARTMENT 1, t1u, �;g(jjEtjc,ATION OF ZONij4G LUMr�LW r structuro(st ,proposed building(s), use(s) andlo .... .. as shown on this plan cippear(s) to be In V2, ;-twk and fin,1 is,Lrnce at a bt-ild- conformance with current South Windsc 5 (A. -o,7 L/a(-. 1, Cc p s. c�ft-r,. ,regulations. Variances and special exception-.; —vt(la's i P,r v-d suoi,,t 0 the C ,I,il-,n o-i 4myr'Pplyp C Date — 1 C,Z, These fil-'d V1,th Jq nt Officer Cl,rk AOL ng Enforceffle a y Sin Dtyr wxLS;qLE>«E°'°PER"� Town of South Windsor — Open Space 1. Upon approval of the site plan development, the limits of development should be established in the field for I \I the proposed site. Disturbance limits of 2S-35 It. beyond the physical dimensions of the structure are recommended. r N 11°45'58" E 2. Topsoil and subsoil from the foundation area should be stockpiled within the area of disturbance if not used / 1 95.38' for on' site regrading. Each stockpile must be rryj�( adequately ringed with sediment control materials 1 Ci'20 43'1 0" = 45.32' (i.e.,bay bales and/or fabric fence). 3. Any additional stockpiling of lumber or building 20' BU11O1!t Line \ o materials should also be confined. to the area of 9 \ tV W disturbance. Similarly, vehicular movement should be directed to established parking areas. II \ fr e. Upon SOL completion of site construction all raw soil 1 I I areas surrounding the building should be fine graded \ I and mulched. installation of groundwater control' Sys tens. curtain drains with level spreader, Infiltration trenches and/or energy dissapaters,should ` r be completed at this stage. I S. During construction it shall be the responsibility of I f'� E eeeAavv.0 AC_C aTO to assume responsibility of /I�FiJ) ��\ Implementing this erosion and sediment control plan. p, f This responsibility includes installation and maintenance of control measures, Informing all Patties ad engaged an the construction site*of the requirements / t -and objectives of the plan,notifying the Planning and - zoning Comaisslo6 of any transfer 'of this area = 55,240 sq. ff• p+; p• n responsibility and for conveying a copy of the erosion '¢f M and'sediment control plan if and'when the title of the 1.26a acres o land Is transferred. This plan represents site — \V` �j development as a sequential Integrated activity, yet \ 7 U � realistically, unique conditions may arise within r special areas pr parcels during construction.. My new o1 a fn activity required to meet these conditions•shall be C \ • Q . Ii presented to the appropriate regulatory agencies to through their specific permit Processes. II tT I I W o N CC) •�'1' i o CO os z \ STaCK I u , f'I AP C 11 �Q `r SS v A.a' Z ; O 3�t,� 3 Oro 1i 'ate �P �.F 3 z C,,° 4?r `�tIW .l3"a �.�' ' �; =•t1i �iZ.O 3Zg .V �� _ • y' � f' Qp /a000 82• ��' 1•Minimum 47.06r— IVY CT DOT 2' Psa� FILTER kaltic I90 L•F, SRN — -- fi �JZ P CONSTRUCTION ENTRANCE coo ANTI—TRACKING PAD DETAIL T.r: -62Z•99 LEGEND I. sit pasts one (; EXISTING CONTOURS — — -630 — Posts ', Setpost a and Wire �1t 1. Staple the troneh, set post fencing ., Mira mesh S. Angle 10• downslope. g fencing to PROPOSED CONTOURS pp,,,pe far I; and pea. PROPOSED SPOT ELEVATION rabili[,••and E, i• 32,9t� self cleaning. i, EXISTING WATER LINE w too. I�' EXISTING SANITARY SEWER sAu EXISTING STORM SEWER :al-sIII•nt =u= ----- t'ni-nct�)'"psi 11'min. deptn roa HAY BALE/SILT FENCE =niw V. (� FT1-ter r 3.Attach filter fabric Fabric I to the wire fencing ; �, Oaekf111 the and extend It to trench and PERMIT PLAN — LOT #5 ' compact the r the trench. excavated toll. Y `C acted HEATHER FARM oommpp 't Backfill nl=rud, =n II_P'>a-It_tvN IU I- .ifg11=:/ r •1` y•. „_ U ,:cd- SOUTH WINDSOR, CONNECTICUT n 11=N1„ N SCALE: 1" = 40' T B—ott-om of —� Ir,inageway I i I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THAT THIS 1 1 _ MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A o CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR 1 I` AJ P SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" .AS PREPARED AND i E ADOPTED BY THE CONNECTICUT ASSOC IATIO_AkTOFrr1rAND SURVEYORS INC. , ON L -4 ELEVATION _ SEPTEMBER 13, 1984. � �•oY„°P,;,�N � `; PLAN VIEW 1 than point could be higher a �'�rr H, TOPOGRAPHIC FEATURES, SHOWN HER0bN,4EItF,,Y>�TE ED IN ACCORDANCE Source: U.S, Department of Agriculture,Soil Conservation Serriee,Storrs„ WIT ASS T—D. ' �� Connecticut. U K SILT FENCE DETAIL 46 p.mmmm O 9 2 RUSSELL H. HEI Z S RN NO".a�6f�CON E ic- • 9�:E:% L 0_ ARD J. NOR ON, 1 .E. REG. NO. 120, ffi MAP REFERENCE: I HEREBY DECLARE THAT THIS MAP IS A ANW �1&OR1lF�T. RESPONSIBLE PARTY: SEBASTIAN ACCAPUTO VO,, 330 ROBERTS STREET `HEATHER FARM — A RESUBDIVISION IN AN RR ZONE CONVE EAST HARTFORD, CT OF DEVCON INC. AVERY ST. SOUTH WINDSOR CT. Lt 14l� It G 282-0133 ASSOC. DATED 4-10-87 REV. 12-1-87 THRU 7-8-88 CLAS '' :>'�"�'CALE 1"=40' SHEETS 1 THRU 7 . " N N) N x f a go FEB 14 1992 SOU'll Mildsor CUILDING DEPARTMENT To T�E This c•rtiti:d t ,.,t 1 .:. S++i. copirs of the propose: REV1Sti --,,., Alrected at c, together with amendments stated In appiir filed with plan and I agree to comply with n Building and state laws and such orders as issued by the Rullding Department during p of this application and final issuance of ■ b..: permit_ h*-1M�_y'yL�/ /� A' [� '7 it� Signed �Ri=S i CAfiUN OF Zw4njU lrtr�i�lr'L�/��i, This pan Is approved sub„:.: r s(Au�l, /�/ ♦ ` orders and ordinances 9c gwatf �! aw'Vs structure, complied with. INS Shmn 0` this *n s�IS) to be 1 FondRionaliy Approve4 These filed wit z cantor MM with current South Wlnds�, 13oiidlnQ Inspector Cfer: fOWAMUOM Variances and Special exception: 9 Data Ne. —L—I /7 40 Dat, 611 . CI� -`A,.Xi9ft Enfimer int Officer..,w - SITE y y"" 5.¢q[TYCE°'°MEMOYS Town of South Windsor — Open Space " 1. Upon approval of the site plan development, the limits of development should be established in the field for I \ the proposed site. Disturbance limits of 25-35 ft. I beyond the physical dimensions of the structure are recomended. - N 11-45-58" E 2. Topsoil and subsoil from the foundation area should be stockpiled within the area of disturbance if not used / 1 9 5.38' for on' site regrading. Each stockpile must be 4j adequately ringed with sediment control materials ' 0'20 43'10" = 45.32' fi.e.,hay bales and/or fabric fence). 3. Any additional stockpiling of lumber or building ` O materials should also be confined to the area of 20r �Utt�l!ICI Line .disturbance. Similarly, vehicular movement should be ` ` N W directed to established parking areas. 1 II S. Upon 50t completion of-site construction all raw soil I areas surrounding the building should be fine graded \ 1 and mulched. Installation of groundwater control' \ systems, t drains with level spreader, I \ J infiltrationn trentrenthes and/or energy dissapaters,should r/ ' be completed at this stage. I S. Dating construction it shall be the responsibility of I ,�'� _ V. \ r Atnasrvw Aeururo to assume responsibility of /�(`S/) \ v inplementing this erosion and sediment control plan. \ 4W This respoaslbility includes Installation and maintenance of control measures, Informing all patties 3 engaged on the construction site'of the requl[ements I ELI •and objectives of the plan;notifying the Planning and /J - 0 Toning comissiob of any transfer 'of this Area = 55'240 sq. ft. responsibility and for conveying a copy of the erosion and'sedinent control play If and when the title of the ;° 1.266 acres O O o I is transferred, This plan represents site — development as a sequential Integrated actlrtty, yet \ 7 V 00 realistically, unique conditions may arise within CEl L[ special areas or parcels during construction., My new y Q N activity:equtied to meet these conditions,shall be presented to the appropriate regulatory agencies U3 through their specific permit processes. x�. .,• ;,��:: ; L'+ k;""`:� �� ® y ju o 0 CID pa r� \ II , z \ 5To C qeC 4 'I 30'— ,'. 0 o ZA dill `r 3 0 , ' +�-tom o (bled t - Z �••'y;o Sae l 8y.t,, �' Q f1U; �Z a` %K A. ri 3 o a s°, rt�•� `0'ro 32• /�' q•Minimum 10°56'S9" W CT DOT 2' +te° FILTER ABRIc 4' W W ' r G ' fa,3Z��3 90 1.F _SRN — — �• ,�\ D� CONSTRUCTION ENTRANCE 15MH `Q� ANTI-TRACKING PAD DETAIL T.r -62Z.94 LEGEND I. Set posts and G 2. Staple the Posts ; excavate a ,..6• Wire —_I: wire mesh EXISTING CONTOURS 330 trench, sae post fencing `• fencing post. to PROPOSED CONTOURS Angle t f ; downslope. 1'� end post.upstopefor PROPOSED SPOT ELEVATION 3Z9tV s self y and 'i •' aelf cle eleantng, ; I.;` EXISTING WATER LINE w 100• I�' EXISTING SANITARY SEWER sAU ZVI=1 ni •!m-tt 12'min. !u11INw�'u- ----- --- ��`' : ,,w_,w, _ EXISTING STORM SEWER � aepen -clilulins HAY BALE/SILT FENCE V. ) Filter I1' 2,Attach filter fabric q. Daekf111 the Fibric to the wire fencing and extend It to �' trench and PERMIT PLAN - LOT #5 1 the trench. compact the excavated soil. Coommppacted '. HEATHER FARM •a , Backfi11 ,•. - �'-"' " 'l�l• '!`!"'" u= SOUTH WINDSOR, CONNECTICUT RI Bottom or N SCALE: 1" = 40' . - Drainageway I HEREBY•DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THAT THIS ' 1 _ MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 0 CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT)CqT" AS PREPARED AND y I ADOPTED BY THE CONNECTICUT ASSOCIATION Olyzr �ptEYORS, INC. , ON L 4 ELEVATION SEPTEMBER 13, 1984. b\��+�y,�r H. Points 'A' should be higher I t than.point 'B'. 7 PLAN VIEW TOPOGRAPHIC FEATURES, SHOWN HEREON, rE�F,`PR9PAtRED,'-J' ACCORDANCE Source: U.S. Department of Agriculture, Sofl Conservation Berri«, Storrs„ WI LASS T-D. Connecticut. \ !' Z. SILT FENCE DETAIL No. 154C4 Z �$�c �`� FmCO1N 0 92 RU L H IN EGISTI ATJpN' ....... F TE Co is eo 0 A D J NO .E. REG. NO. (114 "' 0;* MAP REFERENCE: I HEREBY DECLARE THAT THIS .MAP IS's BST&'FtUllllt S ECT. RESPONSIBLE PARTY SEBASTIAN ACCAPUTO " � so,� C/C S�O'a��°�• 330 ROBERTS STREET HEATHER FARM - A RESUBDIVISION IN AN RR ZONE CONV'�,�A1 ,�QRTY EAST HARTFORD, CT OF DEVCON INC. AVERY ST. SOUTH WINDSOR CT. L iG �°RRING 282-0133 ASSOC. DATED 4-10-87 REV. 12-1-87 THRU 7-8-88 CLASS"A"-2 SCALE 1"=40' SHEETS 1 THRU 7 . " "V y w FEB 14 1992 • o I ._ o South Windsor o 0 5 GUILDIUG DEPARTMENT g Are "s J TO THE BUILDING L', I. imis certified that this Plan buildu g Copies of the proposed erected ,at together with amendments stated In aPt filed with plan and I agree to c�mP1Y —11) REVISED Building and state laws and such or&Is ns Vg issued by the Building Department during Pt. .� of this application and final issuance of s permit. �� is L• Z Co.� S C o M1R� . S , Signed at This pl Is approved subject to the tiii g,sA.:`i bs orders and ordinances regulating eompiied with. wttn A These flied ,Conditionally,ConditionallyPProve4 Glerh Puilding Inspector, `nFICATION Of ZONING CUMr-1Lifi'ttr. Date lhk /- PmpNW bulldwW U 0400 structures, as shorn oft Ws plan appear(s) to be i,. coma rtwin with current South Wind--., WCUMMUMM Varkumft and special exception: �. 26mUng Enforcement Officer o �CC��IIU OCT 2 31992 South Windsor BUILDING DEPARTMENT TO THE BUILD["w DEPT. TW cerrittfed that this piart and specific..:, copies of the proposed building or alterstio, - :> be erected at ' •at( 4zWr k.1 Street together with amendments stated In application in,;/ filed with plan and I agree to camply with .vtl z T Building and ctate laws and such orders as ;,i�.).i r issued by the Building Department dur{ag panuF of thls application and final Issuance of a bolidin. permit. L Signed This plan Is approved subject to tha condition the orders and ordinances regulating building shAll bl c (73 complied with. Conditionally Approved These filed with ~ �� ~ 2 O Building Inspector Cle►Y -\—� CD a �� /V/ \v PP R 0 w .H+. TOWN OF SOUTH faEro^Fa..O�.✓.R `s aves INEEt` IP40• DE�!'As'R'a'ME:$ ,!T Town of South `Ninds'or — Open Space Ex,A I.P (TyF-) N 11 045'58" E 195.38' 012043' 10" L= 45.32' �r 20' Building Line oN II Exia+.Mon. O E o W Area = 55,240 sq. ff. a ' 1.268 acres o 0 5 CIO 00 O 4 o N --- -� � II � 11 II rn n C 11 3 : n u _ :3 li O N CO I I Ln II 00 X 329.3 M O x 329.4 II Z Oil Filler Pipe X 329.3 , 328.4 Veni 329.8 X 329.5 X II 329.5 Fv' I I 328.8 b5?; G,°295 329.1 � 728.9 x 4 X 28.63' ��3 Zq 2 X 329.2f x 3A.9 N. ,�23� X 32lj.9 326.9 N eF% 3' 327.98 328.3 6+ 54 x X 327.6 V. \ 27. X / 326.8 x x 328.88 327.5 /X 328.4 X 327.9 0S i I� 52r0o �26CO 47.00' S 10056,59" W SRN T.F.= 322.84 F.L. FOOTING DRAIN= 320`- RECORD DRAWING/AS-BUILT PLAN LOT #5 - HEATHER FARM SOUTH WINDSOR, CONNECTICUT SCALE: 1" = 40 ' I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR FrOON ' SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND o,�.H N�cT�I ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. , ON Q , i � SEPTEMBE 13, 1984 . 41 co — �� }: L. S . 15464 09 23 92 rJo. 1FG�4 y �` •` R H N Z REGISTRATION NO . DATE MAP REFERENCE: "HEATHER FARM - A RESUBDIVISION IN AN RR ZONE CONVENTIONAL PROPERTY OF DEVCON INC . AVERY ST. SOUTH WINDSOR CT. LUCEK ENGINEERING ASSOC . DATED 4-10-87 REV . 12-1-87 THRU 7-8-88 CLASS A-2 SCALE 1"=40 ' SHEETS 1 THRU 7 . " 178- ci I AE�, OCT 2 31992 South Windsor BUILDING DEPARTMENT TO THE BIHl IM DFPT. MAN OF SOUT" t This certified that this plan and apeeitto ti.PA copies of the proposed building or atterAilyna t�* be erected at together with amendments stated In apPllcAlh-j filed with plan and 1 agree to comply with All 4,,.. Building and state'laws and aneh OrdNra es 0," lssuad by the Building Department during pond!" A this application And final Issuenee Of a bulkw- permit. Signed — _ This plan Is approved subject to the Oondltw k orders and ordinances regulating building shell lis complied with. Conditionally Approved These flied With Pullding InspeOtot yA GI4ik L r3i�1 4F SOUTH WEN��A�< .a.YF+�s:ar1+c Town of South Windsor — Open Space Ex..+.I.P. (Tyr.) N 1 1°45'58" E 195.38' 012°43' 10" L= 45.32' �r 20' Building Line � 0 u Exi.}.Mon. (T P.) O dI d o w -j w __ Area = 55,240 sq. ft. 1.268 acres o ° CD 00 � II u Q, n � 11 n i u II n O N CO i l L II 0 0 x 3?.9.3 ° 1-5 11 329.4 l Oil Filler Pipe x 329.3 Vent 329.8 x x i1 328.4 329.5 / 328.8 329.5 d53 3295 329.1 . '28.9 /n 28.63' 3 28.6 F\t.-5zv- 6 249. x 329.2�32P. F\�• �3\� / ,� 326.9 N eF•'3 327.98 w 5\3 328.3 327.6 326.8 k 27x 328.88 l 327.5 tp /Q) /x 328.4 x 327.9 Oai O ' Sri i do� yet ��•N , 47.00' S 10°56'59" W e SRN C.B. i T.F.= 322.84 i F.L. FOOTING DRAIN= 320'- 1 RECORD DRAWING/AS -BUIL:P PLAN LOT #5 - HEATHER FARM (") SOUTH WINDSOR, CONNECTICUT SCALE: 1" = 40 ' I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT . THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR �*01 CON/V'-, SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND /V H"=-0 1� ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC . , ON ��:; SEPTEM 13, 198 6 < O L . S . 15464 09Z 2 3 9 2 RU SELL H . HEINTZ REGISTRATION NO . DATE 1148 All MAP REFERENCE: "HEATHER FARM - A RESUBDIVISION IN AN RR ZONE CONVENTIONAL PROPERTY OF DEVCON INC. AVERY ST . SOUTH WINDSOR CT. LUCEK ENGINEERING ASSOC. DATED 4-10-87 REV . 12-1-87 THRU 7-8-88 CLASS A-2 SCALE 1"=40 ' SHEETS 1 THRU 7 . " 178 - G 1 AE5 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT -t TOWN OF SOUTH WINDSOR PERMI'TJJ# Apple/ s-ha' r �`I C BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# J N 644-2511 ext. 230 Date Building Inspect Application must be printed or typed FEE SCHEDULE Locatiif Job: 7 b'<) $0-$1,000=$15.00 �t I4o. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. - --- - I APPLICANT )Onlrs �I o APPLICANT ADDRESS APPLICANT PHO �# W N S OWNER �j S < OWNER ADDRESS 6 r OWNER PHONESLO—P C ESTIMATED COST$ 4 •� } IS THIS A CONTRACT COST? _Yes _No LG a :.R ICJ FEE ENCLOSED$ ��S v J S O�� TYPE OF JOB: R•C _`` /New Installation vAlteration/Addition/Repair Revised 4/01 H2002 APPLICATION FOR ELECTRICAL PEFMT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? DYES ElNO 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE O STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER 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 HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. � 11 f 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 9F SUCH WORK. Io CONTRACTORS LICEN TYPE STATE SIGNATURE OF APPLICANT IMOAWL DATE Electric# "C1L4;�_ APPLICATION FOR BUILDING PERMIT Plumbing# 176 Kent Lane Date: HVAC # Sprinkler# 31326 FINAL - -- — - _ - - Estimated Cost $ o - - -- - - Permit Fee Engine ! $ /U g COMPLETE RED BOXED AREAS —cam` Engine 'n TYPE OR PRINT ONLY Occupancy Fee $ /y• Affidavi Eng. Insp. Fee $ Appr. for C v SIGN ON REVERSE SIDE Total Fee $ , . TO THE I I G DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant CKH 1gao.5; ROES ZN - Location of Work Pho Kend LAi M Lot No. Applicant's Address SZo Tem%Ay- eav 11e,a W:wiasm AIY Tel. 'Is Z.--y463 Town i-JcLj W-Pjb3cfL Ili _ Zip Lic.# 54-11 f - Owner CV-¢-s 4- 'T"-n .e. C e,,►o:L Architect Owner's Address 17e Ike-.-k LA-4e.. Architect's Address Scvt� 4� �J>e� Zip0(*0Zj Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area 3Yb Purpose of this permit Owe.^s C0tt.r4604, GAAEr,1,e.,A 2ea��r �b�.i 6'&C Qec_, Z=ide l City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO rt ea Baseme Garage Approved by �'S CIO, Or I 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 Ins for of any alteration in the plans or I ions of the Building for which this permit is asked,and agree that this buildin located pr m all lines,side yard lines,and required distances from all other zones and is located in this i a its use al '\ Signed I hereby apply for a Certificate of Occ y f n t ion for the permit. Signed D OT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-31326-B 14,000 B03 FRAMING (ROUGH) 11/30/04 PJP A NEED SPECS OWENS CORNING PANELS, PAUL CONTRAC TO DROP OFF @OFFICE E03 ROUGH 11/30/04 PJP A B10 FINAL 12/06/04 PJP A NEED INFO ON FLAME SPREAD PRIOR TO ISSUE CO B10 FINAL 06/28/06 JFF A RECEIVED CERTIFICATION ON FLAME AND SMOKE **-19424-E 0 OW =vp� CORNING " ■ ■ ■ ■�■■■■ ■■ ■■ NONE O■■ NON■■ ■■ ■ ■E■ ■■■.� ANN■ ■ C■■ ■OMEN . INNNE IN Ml •••... ■ ■ ..... �� ■ .■�■■ ■.. . . .. . . IMNL�mmmm OME■ �� G■:m■■ ■ ■■■-_6MI■IIC MC I EIE SEMI■I� ■■■■■ ■■■■■■■■■■■■ ■■■■■■N■■ ■■■■ . ... .■■■■■■■■■ ••• ■ ■■ ■ ■■M■M■��i■MMM■N■■ ..■■■.� ■ EMN■ :■■ I'm � I ms!ANN ININIM ■■ ■ ■■ IL ON IN ■ ■ ■ ■■■■■■■■■■■■ MIN NOON �■■;��■�� ■■■ m■ E'�lJ■N ■ Mrs■ ■ OON lorMINISMINININWtIllmumMOMINV�li6W■■MN� ■ m III NNE 11111111111ollm III N■■■■■ ■■ IN INN ■■N ■■ '' ■ 11p 11110VON ■■■ �M■ MEMOME \\� NINE ME ■Si■ ')PT 8 South Windsor BUILDING DEPARTMENT 10 Tn.,; This c,rtift'd that t•,-_ .�.ic tn�+s ire true ccy, 's oft.* prap.,s_d �-o, _r -_�trr,.:runs to be erected at 17 toY:ther with ar-cn-1—r+ts sf„ted in applic�tion and filed with plan and I .3r.-e to curn ly wl,h all zonrr.g. Building and state 1—s r.•d s Bch on.^rs as :h•il be Issued by tre f;wld.r.: C_p,v U'irnt ring pc _i"ncy of tht a Iicdt+on -nd fin issuan _ of a iWin. perm- / l �3iFnad Thu pia is ap"r-vr su b�ve to the .,Non that ord'ps :o; _. .'It r.-!:ulating buildin shall be to Coodl:-onaHy .,;)pr+ved Thrsp fil.-d with Building l-,p.ctor rink / n Dr,p Nn � (S , j/ ya APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT ON PERMIT NUMBER: APPLICA y. (, APPRO BLDG.PERMIT NUMBER: DATE KSPECTO�R�- LOCATION OF WORK: 7 (p CC fir; APPLICANT: OW_ NER; TYPE OF STRUCTURE: I , O NEW BUILDING NAME: C n J t� L o > �t✓ •} NAME:_ OL r Q Jz-U p ❑ADDITION PHONE NUMBER: c PHONE NUMBER: XISTING BUILDING ADDRESS: C L�,� ADDRESS:. G TYPE OF USE: p ESIDENTIAL ❑COMMERCIAL HVAC INFORMATION: FURTHER DESCRIPTION OF WORK; TYPE OF SYSTEM: a HEATING �C HEATING: TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:$ AIR CONDITIONING: DESIGN TEMP:OUTSIDE 90 °F INSIDE � "F DIFFERENCE F° FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH) S702-(HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDEvfAKE AND MODEL NO.): FEE SCHEDULE:S18 PER SI,000 OF THE ESTIMATED COST. ,z. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS 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.: Lak �v TYP : T STATE: (J I SIGNATURE OF APPLICANT: DATE: of 8oc88`l w APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: C APPROVED: BLDG.PERMIT NUMBER: t } ATE INSPECTO LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: o NEW BUILDING NAME: I' (, ty n L ♦r�t NAME:.. C I�t` 5 ��-�.!�A 1`IP IZ 1 ❑ADDITION PHONE NUMBER: Stirr c Z P IS'j�o j PHONE NUMBER: FG a C,?'O S<> I STING BUILDING ADDRESS: ADDRESS:_ (� < N"L G cr, T TYPE OF USE: JfMIDENTLAL ❑COMMERCIAL HVAC INFORMATION: n FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: o HEATING N�CC _ `L /1 P �� ( 1✓/' nAJ l� HEATING: -_ t'9/ �'� S 1 l_/•'l lwJ .� {r� TOTAL HEAT LOSS(BTUH) 'F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S Cho G AIR CONDITIONING: DESIGN TEMP:OUTSIDE CIO 'F INSIDE F DIFFERENCE F° FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH)�(HEAT GAIN SHEET REQUIRED) C DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): IS v _ lc, "l SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. \ �!'`$�1 ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE IN LUDED AS PART OF THE PERMIT FEE) 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 3 ?-O TYPE: S- STATE SIGNATURE OF APPLICANT: A��, v c� DATE: Version#36.1 =0 '5olarCit . y 3055 Clearview Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www solarcity corn June 10,2014 Project/Job# 060680 RE: CERTIFICATION LETTER Project: Gearhart Residence 176 Kent Ln South Windsor,CT 06074 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes= 2003 IBC/2009 IRC w/CT Ammendments,ASCE 7-05,and 2005 NDS -Risk Category= II -Wind Speed = 100 mph, Exposure Category C -Ground Snow Load = 30 psf -MP1: Roof DL=9 psf, Roof LL/SL= 30 psf(Non-PV Areas), Roof LL/SL= 18.6 psf(PV Areas) -MP4: Roof DL=9 psf, Roof LL/SL= 30 psf(Non-PV Areas), Roof LL/SL= 18.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.2388<0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2003 IBC/2009 IRC w/CT Ammendments. ````IIIIIII!, 'ONNEC �i Please contact me with any questions or concerns regarding this project. 4V;'•a` Gt;� Sincerely, N• ` Humphrey Kariuki, P.E. Digitally signed by Humphrey Kariuki : • tic Civil •�°�. �` Civil Engineer , , 1i�i.a� • E;�`�• `��� Main: ineer5.2489,x3515 Date: 2014.06.1016:36:00-04 00 email: hkariuld@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com 06.10.2014 SolarCity SleekMountTM PV System Version #36.1 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Gearhart Residence AHJ: South Windsor Job Number:, 060680 Building Code: 2003 IBC/2009 IRC w/CT Ammendments Customer Name: Gearhart, Christopher Based On: IRC 2009/ IBC 2003 Address: 176 Kent Ln ASCE Code: ASCE 7-05 City/State: South Windsor, CT Risk Category: II Zip Code 06074 Upgrades Req'd?, No Latitude/ Longitude: 41.839205 -72.515513 Stamp Req'd? Yes SC Office: Hartford PV Designer: Yuna Saiki Calculations: Humphrey Kariuki P.E. EOR: Humphrey Kariuki P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.2388 < 0.4 and Seismic Design Category SDC = B < D q 9 9 9 rY � ) I 1 2-MILE VICINITY MAP \View Estates bpen space M, —��y1Y* Timber Knoll + A Open 41 Evans Crossal gnees/Spot 176 Kent Ln, South Windsor, CT 06074 Latitude: 41.839205, Longitude: -72.515513, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhanq 1.16 ft Actual W 1.50" Roof System Properties San 1 6.24 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 San 2 6.44 ft Nominal Yes Roofing Material Comp Roof San 3 A 5.25 in.A2 Number of Layers(Comp Only) 2 Layers San 4 Sx 3.06 in.A3 Re-Roof to i Layer of Comp? No San 5 I 5.36 in.A4 Plywood Sheathing Yes Total Span 13.84 ft TL Defl'n Limit 120 Board Sheathing None PV 1 Start 1.33 ft Wood Species SPF Vaulted Ceiling No PV 1 End 12.67 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start F 875 psi Rafter Spacing 24"O.C. PV 2 End I F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 Bot Lat Bracing At Supports PV 3 End Em;,, t 510000 Member Loading mary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.15 10.4 psf 10.4 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL1,2 30.0 psf x 1 1 x 0.62 30.0 psf 18.6 psf Total Load I TL 1 40.4 psf 32.5 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Ce) (Ct)(Is)p9; Ce=Ct=Is=1.0; Member Design Summary r NDS Governing Load Comb CD CL + CL - CIF Cr D + S 1.15 1.00 0.94 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 67 psi 1.2 ft. 155 psi 0.43 Bending + Stress 787 psi 11.4 ft. 1736 psi 0.45 Bending Stress -1278 psi 7.4 ft. -1632 psi 0.78 Governs Total Load Deflection 0.01 in. 11.1 ft. 6549 0.02 I LOAD ITEMIZATION - MP1 PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1 Roofing Type Comp Roof ( 2 Layers ) 5.0 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous I Miscellaneous Items 1.3 psf Total Roof Dead Load 9 Psf MP1 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load 1_1 20.0 psf Table 4-1 Member Tributary Area Af < 200 sf Roof Slope 7/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.85 Section 4.9 Reduced Roof Live Load Lr 4= L.(Ri)(Rz) Equation 4-2 Reduced Roof Live Load Lr 17 psf MP1 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 300 I Horiz. Distance from Eve to Ridge W 16.0 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 Snow Thermal Factor Ct All structures except 1. 0s indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pr 30.0 psf 7.3.4 &7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf ? pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surroundina Roof Surface Condition of Surrounding All Other Surfaces Roof Cy_"`"'` 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (CS-roof) Pf ASCE Eq: 7.4-1 SurroundingRoof P5 fOOf 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C, Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV PS_ „ = (CS- „) Pf ASCE Eq: 7.4-1 Modules P:° 18.5 Psf 62% CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMount'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt) (Kd) (V^2) (I) Eq 20.6 sf uation 6-15 Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p = qh (GC ) E uation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib — 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual F -349 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -388 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.5% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1 6.18 ft Actual D 3.50" Number of Spans(w/o Overhang) 2 San 2 6.46 ft Nominal Yes Roofing Material Comp Roof San 3 A 5.25 in.A2 Number of Layers(Comp Only) 2 Layers San 4 SX 3.06 in.A3 Re-Roof to 1 Layer of Comp? No San 5 I 5.36 in.^4 Plywood Sheathing Yes Total Span 13.80 ft TL Deffn Limit 120 Board Sheathing None PV 1 Start 1.42 ft Wood Species SPF Vaulted Ceiling No PV 1 End 12.75 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start Fb 875 psi Rafter Spacing 24" O.C. PV 2 End F 135 psi Top Lat Bracing Full PV 3 Start E 1400000 Bot Lat Bracing At Supports PV 3 End Emi„ 510000 Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.15 10.4 psf 10.4 psf PV Dead Load PV-DL 3.0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLI,Z 30.0 psf x 1 I x 0.62 30.0 psf 18.6 psf Total Load TL 40.4 Psf 32.5 DO Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Cj(Ct)(IS)p9; Ce=Cr=Is=1.0; Member Design Summary r NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1 0.94 1 1.5 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Cag)acitv DCR Shear Stress 67 psi 1.2 ft. 155 psi 0.43 Bending + Stress 793 psi 11.4 ft. 1736 psi 0.46 Bending Stress -1270 psi 7.3 ft. -1632 psi 0.78 Governs Total Load Deflection 0.01 in. 11.0 ft. L 6407 0.02 LOAD ITEMIZATION - MP4 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP4 Roofing Type Comp Roof ( 2 Layers ) 5.0 psf Re-Roof to 1 Layer of Comp? No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing ,;, .,, None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf MP4 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 7/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R, 0.85 Section 4.9 Reduced Roof Live Load Lr L,= L.(RI) (RZ) Equation 4-2 Reduced Roof Live Load Lr 17 psf MP4 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7 1 Snow Load Reductions Allowed? Yes Effective Roof Slope 3011 I Horiz. Distance from Eve to Ridge W 16.0 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor C2 Partially i EOxposed'�, H Table 7 2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ pf min 30.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load p, pf = 0.7(Cj (Ct) (I) Pg; pf ? pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding CS r x,f All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps`°°f 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed SSlii6ppery Surfaces Figure 7-2 0.Design Snow Load Over PV PS_PV = (CS. „) Pf ASCE Eq: 7.4-1 Modules PS-P� 18.5 psf 62% CALCULATION OF DESIGN WIND LOADS - MP4 00 Mountinq Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Como Mount Type C Roof Slope 300 Rafter Spacing 24" O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standinq Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Im rtance Factor I 1.0 Table 6- Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 20.6 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-116/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 18.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -349 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 69.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -388 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity I DCR 77.5% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HOG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS PV5 THEELICENSE GENERAL NOTES Cut heets AttalNedDIAGRAM 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL ELECTRICAL WORK SHALL COMPLY WITH MODULE GROUNDING METHOD: ZEP SOLAR THE 2011 NATIONAL ELECTRIC CODE. AHJ: South Windsor REV BY DATE COMMENTS . . REV A NAME DATE COMMENTS UTILITY: Connecticut Light and Power ' • ' If 11 J B-060680 00 PREMISE OIINER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER `\�,�SolarCity. CONTAINED SHALL NOT BE USED FOR THE GEARHART, CHRISTOPHER GEARHART RESIDENCE Yuna Saiki BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'•�. NOR SHALL IT BE DISCLOSED IN MOLE OR IN Comp Mount Type C 176 KENT LN 10 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTH WINDSOR CT 06074 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-250PX PACE NAME: SHEET: REV DATE: son Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)636-1026 F:(650) 638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 8606803011 COVER SHEET PV 1 6/9/2014 (888)—SOL—CITY(765-2489)www.sdarcity.com PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:82 ARRAY AZIMUTH:82 MATERIAL-Comp Shingle STORY. 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:82 ARRAY AZIMUTH:82 MATERIAL- Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL-Comp Shingle STORY. 1 Story PITCH: 30 ARRAY PITCH:30 MP4 AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL-Comp Shingle STORY. 2 Stories V (E)DRIVEWAY N a Nvef i LEGEND � GpNNE�.r'��' O (E) UTILITY METER & WARNING LABEL �. p : K SIR,•. G�� INVERTER W/ INTEGRATED DC DISCO — & WARNING LABELS N' Front or House % A•.•� � ® DC DISCONNECT & WARNING LABELS © AC DISCONNECT & WARNING LABELS p DC JUNCTION/COMBINER BOX & LABELS A Digitally signed by Humphrey Kariuki DISTRIBUTION PANEL & LABELS Date:2014.06.10 16:35:32 -04'00' Lc LOAD CENTER & WARNING LABELS � ri i Le O DEDICATED PV SYSTEM METER a�c O STANDOFF LOCATIONS Ac STAMPED & SIGNED CONDUIT RUN ON EXTERIOR ® FOR STRUCTURAL ONLY CONDUIT RUN ON INTERIOR GATE/FENCE O HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale:i/16" = 1' W E 01, 16' 32' S CONFIDENTIAL- THE INFORMATION HEREIN ,I06 NuuBet J B-0 6 0 6 8 0 00 PREMISE OWNER: DEW DON: DESIGN:CONTAINED SHALL NOT BE USED FOR THE GEARHART, CHRISTOPHER GEARHART RESIDENCE Yuna Saiki � �ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTElt • NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 176 KENT LN 10 KW PV ARRAY ;I,SOlarC, PART TO OTHERS OUTSIDE THE RECIPIENTS MOOM- SOUTH WINDSOR CT 06074 =5 CIeaI,iew Way ORGANIZATION,EXCEPT IN CONNECTION MATH � THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-250PX SHEET. REV' DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT Mu VATHOUT THE WRITTEN MIt PAGE NAME: T.(650)638-1028 F:(650)635-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 8606803011 SITE PLAN PV 2 6/9/2014 (888)—SOL-CM(765-2489)....solarcItrcor„ (E) 2x4 (E) 2x4 S1 S1 '-3" '-5" '-2" (E) LBW 1'_ (E) LBW A SIDE VIEW OF MP1 NTS D SIDE VIEW OF MP4 NTs MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 1 48" 19" TOP CHORD 2X4 @ 24"OC ROOF AZI 82 PITCH 30 STORIES: 2 TOP CHORD 2X4 @ 24"OC ROOF AZI 265 PITCH 30 STORIES: 2 ARRAY AZI 82 PITCH 30 ARRAY AZI 265 PITCH 30 BOT CHORD 2X4 @24"OC Comp Shingle BOT CHORD 2X4 @24"OC Comp Shingle GpNNEL+��/��i PV MODULE =4'� • 5/16" BOLT WITH LOCK INSTALLATION ORDER _;5 R 2 & FENDER WASHERS %y • LOCATE RAFTER, MARK HOLE !� •• �° y�- �� ZEP LEVELING FOOT (1) LOCATION, AND oi DRILL PILOT HOLE. ZEP ARRAY SKIRT /,- (4) (6) llll�� G(2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. Digitally Signed by Humphrey ZEP FLASHING C (3) (3) INSERT FLASHING. Kariuki (E) COMP. SHINGLE (4) PLACE MOUNT. Date: 2014.06.10 16:35:18 -04'00' (1) (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH STAMPED & SIGNED (2-1/2" EMBED, MIN) BOLT & WASHERS. FOR STRUCTURAL ONLY (E) RAFTER STANDOFF CONnDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-0 6 0 6 8 0 0 0 PRUM ors ff-,UWTw►r DESIM CONTAINED SHALL NOT BE USED FOR THE GEARHART, CHRISTOPHER GEARHART RESIDENCE Yuna Saiki gibl- - arCit . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING Sysm w a NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount T e C ORGANIZIZATION,EXCEPT IN CONNECTION WITH 176 KENT LN 10 KW PV ARRAY PART OTHERS OUTSIDE THE RECIPIENTS Maou�: � SOUTH WINDSOR CT 06074 3055 per.Way THE SALE AND USE OF THE RESPECIIVE (40) CANADIAN SOLAR # CS6P-250PX I Son Mat SOLARCITY EQUIPMENT,MATHOUI THE WRITTEN NVOM PAGE NAME SHEET: REV.' DATE: T:(65O)638-IMB CA (650)638-1M9 PERMISSION OF SMARCITY INC. Multiple Inverters 8606803011 STRUCTURAL VIEWS PV 3 6/9/2014 (eBs}sa—CITY(765-2489)....oI=Icycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-06 06 80 00 PREP Dw"� DEWBOW DESIM CONFIDENTIAL A THE INFORMATION HEREIN JOB NUYBQC \\�,SolarCit . CONTAINED SHALL NOT BE USED FOR THE GEARHART, CHRISTOPHER GEARHART RESIDENCE Yuna Soiki BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MDXWO SYSTEM �•. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 176 KENT LN 10 KW PV ARRAY PART To OTHETION, E EPTIIN THE RECCONNECTION WIT MOMM. SOUTH WINDSOR CT 06074 3055 ae�ae.Way ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (40) CANADIAN SOLAR # CS6P-250PX sty �y DAB San Mateo,CA 94402 SOLARCITY EOIAPMENT, WITHOUT THE WRITTEN PACE NAME: T:(65O)635-1028 F:(65O)638-1029 MUSSION OF SOMCITY INC MultipleN� Inverters 8606803011 UPLIFT CALCULATIONS PV 4 6/9/2014 (888)-sa-Cm(765-2489)....sol y.�n GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) 18 GEC TO (E) GROUND ROD Panel Number. Inv 1: DC Ungrounded INV 1 -(1)SO AREDGE 5000A-US-zB-u q —(40)CANADIAN SOLAR CS6P-250PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.88347662 Inv 2: DC Ungrounded Inverter, 50l oW, 240Y. 97.5% w ni � tsco and ZB, AFCI PV Module; 250 , 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)SOLAREDGEIII SE3800A—Us-ZB-u i�g�, B Inverter, WWW, 24OV, 97.5% w/Unifed Disco and ZB, AFCI Voc: 37.2 Vpmox: 30.1 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER SolarCity (E) WIRING CUTLER-HAMMER SOLARGUARD BRYANT Inverter 1 Disconnect METER CUTLER-HAMMER (N) 125A Load Center _ 10 Disconnect 9 7 SOLAREDGE 5 A 1 oc+ B 50A E SE5000A-US-ZB-U � 1 Strirg(s)Of 12 On MP 1 A �C] J D 3DAi2P Li i40v (---------- ------------ — ------- — EGC—————————————— ----� i 20OA/2P LLs DC+ 1 N DG I 4 2 _ (E)LOADS GND GND ———— GND _ r _GEC ___ DC+ �+ 1 Strings)Of 12 On MP 1 1 N (1 3 1 13) GND -- EGC -- ————————— tl)Conduit ------------ — —F----- — E —------——————— ----� I Kit: 3/4'EMT N , Inverter 2 1 , ' s SOLAREDGE o 1 , SE3800A-US-ZB-U 20A/2P GEC ' , 11 2557 TO 120/240V I j N 6 3 SINGLE PHASE , L_ EGG DC+ DC. UTILITY SERVICE , __ _ GEC IN I__ I � DC- _1 �rg s 1 On MP 4 1 1 GND -- EGO--------------------------- — —�_____ — EGC---- --------a 1 I AC DISCO LOCATED NEXT TO UTILITY METER Voc* = MAX VOC AT MIN TEMP POITT (2)ILSCO/IPC 4/0—/6 R (1)CUTLER—HAMMER /DG222NRB (2)SolarCfty 4 STRING JUNCTION BOX Insula ion Piercing Connector, Main 4/D-4, Tap 6-14 �+ Disconnect; 60A. 24OVac,Fusble,NEMA 3R AC 2x2 STR GS.UNFUSED, GROUNDED DC E (1)BRYANT BR816L125RP —(I)CUTLER XMMER_/DG1o0N6 i / Ground .'al kt; 6D-1DOA, General Duty(DG) PV (40)SOLAREDGE Cr Load Center, 125A,120 240V,NEMA 3RPowerBox ptimizer,300W.H4, DC to Dr, ZEP —(I)CUTLER—HAMMER /BR230 —(1)CUTLER—HAMMER a /DS16FK Breaker, 30A/2P,2 Spaces Class R Fuse Kit —(2)FERRAZ SHAWIAUTT!TR50R PV BACKFEED OCP —(1)CUTLEIR--H MMER I BSp2 Fuse; 50A. 250V,pass RK5 Brea��AS SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C sdk>rGuard Monitoring System ,5 SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. D _ (1)D�neect 60A,I244OOVo�NNon-Fusble, NEMA 3R 1 AWG THWN-2,Black 1 AWG#10.THWN-2.Black Voc* =500 VDC Isc =15 ADC 2 AWG/10,PV WIRE,Block Voc* =500 VDC Isc =15 ADC O (1)AWG A THWN-2,Red O�(1)A _ jrOo0.General Duty(DG) O� O krJ+[ III��� LLLL 4 (i)AWG/10.THWN-2,Red VmP =350 VDC ImP=8.46 ADC 1 �"(1)AWG f10, Sord Bare Copper EGC Vmp =350 VDC ImP=8.46 ADC (1)AWG/8,THWN-2.White NEUTRAL Vmp =240 VAC Imp=36.66 AAC (1)AWG/10.THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83 AAC (1 AWG/10,THWN-2,.Green EGC .. .. - Bloc E Gr-Co(1 AWG/5,,11LWN-2,,Green EGC/GEC,-(1) ndgft_Kit;.3/4'EMT_ (1 MP/8,11IWN-2,, een, GC/GEC,,-(1)Conduit,Kit;.3/4'.EMT. (1)AWG/10.THWNBlockVoc* =500 VDC Ist =15 ADC (2)AWG/10, PV 1YIRE,Block Voc* =500 VDC Isc =15 ADC (1)AW6{B,THWN-2 Black (1�AWG/I0.THPM-2,Black O (1)AWG/10.THWN-2,Red Vmp =350 VDC ImP=8 46 ADC O (1)AWG i10, Solid Bare Copper EGC Vmp =350 VDC ImP=8.46 ADC ®�(1)AWG/6,THWN-2,Red ®�(i)AWG 010,THWN-2.Red (1 AWG nq TIi1Ml-2,.Green EGC, (1)AWG J6, THWN-2,White NEUTRAL Vmp =240 VAC ImP=36.66AAC (1)AWG f10,THWN-2, White NEUTRAL VmP =240 VAC Imp=15.83AAC (1)AWG/10,THWN-2,Block Voc* =500 VDC Isc =1*5 ADC (�(2)AWG/10, PV WIRE, Bladk Voc* =500 VDC Isc =15 ADC (1)AWG/...Solid Bare Copper. GEC, -(1)Gondult.Kit;,3/4'EMT. -,(1)AWG/8,,1HWN-2,.Green EGC/GEC-(1)Conduit,Kit 3/4'.EMT. ©�(1)AWG n0.THWN-2,Red Vmp =350 VDC ImP=11.28 ADC O Ifll-(1)AWG i10, Slid Bare Copper EGC VmP =350 VDC ImP=11.28 ADC (1)AWG/10,1HWN-2,,Green EGC, -(1)qq*i.Kit;.3/4'.EMT, �JJ CONnMTIAL— THE INFORMATION HEREIN Job NRu J B-0 6 0 6 8 0 0 0 PREMISE OVIE t DESCPoPMk DLSIA CONTAINED SHALL NOT BE USED FOR THE GEARHART, CHRISTOPHER GEARHART RESIDENCE Yuna Saiki .;;So�arCit . BENEFIT OF ANYONE EXCEPT SOLARCITY INC., M01"G SYSTEM: i'�.d1 NOR SHALL IT BE DISCLOSED IN WNOIE OR IN Com Mount T e C 176 KENT LN 10 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES SOUTH WINDSOR CT 06074 71 3055 as w Way ORGANIZATION,EXCEPT IN CONNECTION WITH � THE SALE AND USE of THE RESPECTIVE 40 CANADIAN SOLAR # CS6P-250PX I San SOLARCITY EQUIPMENT.WITHOUT THE WRITTEN NVEIM PAGE NINE SHEET REV: DATE: L•(650)638-1028 CA (650)636-1029 PERMISSION of SOLARCITY INC. Multiple Inverters 8606803011 THREE LINE DIAGRAM PV 5 6/9/2014 (1166)-SOL-CITY(765-2489)www.solaraxy.com SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed , Installation Instructions is optimized to achieve superior strength and Zep Compatible TM modules � aesthetics while minimizing roof disruption and S Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps, combined with the addition •Interlock and Ground Zep ETL listed to UL 1703 � Seal pilot hole with roofing sealant of array trim and a lower profile all contribute P ' to a more visually appealing system.SleekMount as"Grounding and Bonding System" Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as � �� layer of shingle strengthened frames that attach directly to grounding device Place Comp Mount centered Zep Solar standoffs,effectively eliminating the need for rail and reducing the number of •Painted galvanized waterproof flashing \ upon flashing standoffs required. In addition, composition Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance shingles are not required to be cut for this \ with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw Place module Components 5/16"Machine Screw Leveling Foot Lag Screw 10 Comp Mount Comp Mount Flashing 0 0® I SolarCity® ry %W C SolarCity.Janua 2013 r LISTED January 2013 ONp1. i O e��dgees;g� \/�►� CS6P-235/240/245/250/255PX N akthto�gtFtam CanadianSolar Electrical Data Black-framed gtc STC CS6P-235P CS6P-240P CS6P-245P CS6P-250P CS6P-255PX Temperature Characteristics Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage Vm 29.8V 29.9V 30.OV 30AV 30.2V Pmax -0.43%PC NewEdge Optimum Operating Current(Imp) 7.90A 8.03A 6.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%PC Open Circuit Voltage(Voo) 36.9V 37.0V 37AV 37.2V 37AV Isc 0.065%PC Bl e , . . Short Circuit Current(Isc) 8.46A 6.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 4532•C Module Efficiency 14.61% 14.92% 1 15.23 1 15.54% 15.85% Operating Temperature -40M-+SM Performance at Low Irradiance PX Maximum System Voltage 1 V IEC)1MV UL Industry leading performance at low irradiation Maximum Series Fuse Rating 16A environment,+95.5%module efficiency from an Application Classification Class irradiance of 1000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,25'C) Next Generation Solar Module Under Standard Test Conditions(8TC)or irredlanee of 1000Wfm',spectrumAM 7.5 and cell temperature of 25t NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-2351p CS6P-210P CS6P-245P CS6P-250PXCS6P-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170W 174W 178W 181W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage V 27.2V 27.3V 27AV 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.31 A 6.96A 7.06A 7.19A 7.29A incorporating the groundbreaking Zep compatible frame. under Normal operating CaBTsmpmatbra,frradianceoreooWfm',spectromAM1.6,ambient temperature 2ot, The specially designed frame allows for rail-free fast wind speed 1 m/s installation with the industry's most reliable grounding Mechanical Data Hi ITI IS I] system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156x156mm,2or3Busbars Key Features silicon cells laminated with a white back sheet and framed Cep Arrangement 80(6x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.671n) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high weight 20.5kg(45.2 lbs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop a-Box IP65,3diodes installation costs in half Best Quality Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors MC4orMC4Comperable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Connectors ard Packaging(ModuksperP.11ot) 24 Co with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40 ft.Container) 872pcs(40'HO) es • Accredited Salt mist resistant Built-in hyper-bonded grounding system - if it's I-V Curves (CS6P-255PX) mounted,it's grounded i Best Warranty Insurance I • Theft resistant hardware 25 years worldwide coverage o Section A-A • 100/g warranty term coverage • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights 35 0 I and grounding system Non-cancellable Immediate coverage • Industry first comprehensive warranty insurance by t AM Best rated leading insurance companies in the Insured by 3 world top insurance companies o I world v Comprehensive Certificates • Industry leading plus only power tolerance:0- 5W • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 151 alit • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • ISO9001:2008:Quality Management System • ISO/TS16949:2009:The automotive quality 'Speciticationsincluded in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage • ISO14001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada In 2001 and was 100% Add • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in died Va/ue F manufacturer of ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90x rortt Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80% occupational health and safety customers. Canadian Solar's world class team of °x REACH Compliance professionals works closely with our customers to 5 10 is 20 2s P provide them with solutions for all their solar needs. Headquarters 1545 Speedvale Avenue West OntarioGuelph I 10 year product warranty on materials and workmanship O/C6\=3r!; { E C: Si 25 year linear power output warranty R r www.canadiansolar.com EN-Rev 10.17 Copyright r.2012 Canadian Solar Inc. • so I a r= solar=ee SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer - -- -- (Isrga40- - - -- --- -- Module Add-On For North America 0 P3S0 aBPv 1�72-eNIPV (brmlF�o" PVM - .a"so r.�er.rl P300 / P350 / P400 • w d�i„putocPowern' 300 a5o 4T �w _._................................................. ...................... ........................... ................._............. . Absolute Maximum Input.V......(Voc.at bwest?emper?ture)._.........M........................60......_.....,........_.80..............Vd ..__. _................ o�ra4e ...... MPPT Operating Ra^8e..._....................................................8: ...........8.: ...........I.........8.:80 Wt • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input CUrr" .....................................125.... ..Adc.... Maximum E"nry.......................... ....................................99.5.....----- .....-............ ...............?�...... Weighted ElRdenty,............._........................_................................................. ------ _........................ .%.._.. Overvoltage Category---- -_-_________-- ._-- OUTPUTDURING OPERATION(POWER OPiIMUU CONNECTED TO OPERATING INVERTER _ Mazimum.OutP.!rt.G!!rent........... ................................ ....._._..........................L.r............................ ............... ._.. ..Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTNNRER DISCONNECTED FROM INVERTER OR INVERTER OFF) So"Output Output Voltage per Power Optimlm- --- --_-.... 1 _ Vdc_ ^p _STANOARD CE COMPLIAN _ w .EMC,.......-.1.. -- ............ FCC Part15 Clan B,IEC61000-6-2,IEC61000.6� f safety iEcbzlo9-i Idass n safety),uuT41 yes INSTALLATION SPECIFICATIONS .-.:. Iii"um Allowed System Voltage.......... 1000..................._................ ...Ydt_ Dimensions(W x Lx H) ..-........_..................._...... 141x212x40.5/5.SSx8.34x1.S9....................mm/in .. ..... ..._........_.......................................... ............ ............ ,Weight(induding obkst...............................................----..............................�.'.0./2:1.... ..�� . Ib ............................... ................_.-------MC4/Ampbanol/Tyco................ ., yConnatpot.............................................................Douhklrutiated:.�!nP.henna........................ ............. WkeT output.. . re ...............0.95/3.0.............................12/3:9.........................�!./h... ' .Operating Tern.Derature.W!p....................................................................'40-+85/JO-r185............................. Protectlon Rati IP65/NE... Relative Humidity............ ......... I ..-100 %...... ^�nw,a srz w..�ax.mar.wos,wa wro.sa o�mr..�aw..e. - ------------------- ---- -- -- - - - - - - -- --- - -- --- PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level M—um String Length(Power Opbmims) a 10 ...... .. I 18 -� Maz mum w m String Length(Poer Optimis) 25 25 50 - Up to 25%more energy Superior efficiency 199.5%) Maxmum Power per String 5250 6000 12150 ) w .... ... . ... ... .. . ... .... .... ..... .. ... _. Parallel..St. rings..of DiR Length s hs or Orknhhons .....Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading ".. ..-". . .. ""' ."'- ... ""'- - - --- -- - - - --' Flexible system design for maximum space utilization - Fast installation with a single bolt - Next generation maintenance with module level monitoring - Module-level voltage shutdown for installer and firefighter safety USA GERNIANY ITALY - FRANCE - JAPAN CIIiNA KRA[L AUSTRAI IA www.solaredge.us =@e Single Phase Inverters for North America . , . solarSE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ solar SE7600A-US/SEt0000A-US/SE11400A-US SE30WA•US SE3t00A-US SESMA-US I SE6000A-US SE7600A-US SE10000A•US SE11100A US OUTPUT _._ ___ 9980 @ 208V S o l a r E d g e Single Phase Inverters . Nominal AC Power Output 3800 5000 6000 7600 10000 @240V 11400 VA 54M @ 208V 10800 @ 208V For North America Max.AC Power Output 3300 4150 600o 8350 12000 VA . ................ ......... . ���240 .. . ... I.. ..... �24�. AC Output Voltage Min:Nom:Max.• SE3000A-US/ SE380OA-US/ SE5000A-US/SE6000A-US/ ACO*u08-'o'�` .mlli........................ ................ ............... ................. ................ ................ .................. .................. ........... AC Output Voltage Min.-Nom:Max.• � V I/ V .1 .1 V, SE760OA-US/ SE1000OA-US/SE1140OA-US 211-240-264vac .......................................... ................ ............... ................. ................ ................ .................. .................. ........... AC Frequency Min.Nom.Maz• 59.3-60-6Q5(with HI country settir.;57-60-60.5) H? 21 .. .. ... .............. Max.Continuous Output Current..... .....12.5......I......16.... .I...24.@,2IOV.. ......u.......I......32..-.... ... � ...I......47.5...... .... ...... _ ... ....................... .�.. GFlityM Monitoring, 8 ......... ................ ......... . . ..... .. ........ ...........1............................................ . A..... cC�. ............... .... d Utility Monitoring Islanding Protection,Court Configurable Yes �a I e errej Thresholds W•��'.' INPUT 4 Recommended Max.DC Power'• 3750 4750 6250 7500 9500 12400 14250 W ' (STC)............................................. ............... ................. .. .,` „,. ._ '• TransfoInn er-Iess,Urtgroultded . . - .. . . . . .. Yes oka Max InWtV....e ......... ......... ......................... ......... .. ........... ............. ........................................... 2 a'• `k Nom.DC Input VokaEe ...... .... 325 @ 208V/3S0 @ 240V Vdc 16S ••• . .... . .. 33 @ 20BV Max.InputCurrertt 9.5 13 18 23 34.5 Adc > 7k 15.5 @ 240V 30.5 240V t »a . ................ ... I.. _ Max:Input Short Circuit Current 30 45 Adc ' " Reverse Pula Protection Yes xV. Ground-Fault Isolation Detection 600ko Sensitivity .. ....... ............................... ................ ............... ................. ............ .. ....... . . .. ............... .................. ........... Maximum tntferter E1flue 97.7 98.2 98.3 98 3 98 98 98 % !!�Y.......... ................ ............... ................. ................ ................ .................. 5 @ 208V CEC Wighted e Efficiency 97.5 98 97. 97.5 97.5 97 @ 209V 97.5 % Nighttime Power Consumption I <2.5 <4 W + ADDITIONAL FEATURES Supported Commun!' t"Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optional STANDARD COMPLIANCE ..Safety UL1741,UL16996,UL1998,CSA 22.2......•....... . ............ .... .......................................... ...................................... .. .. Grid Connection Standards IEEE1547 .......................................... ................................................................................................I......................... ........... Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4'minimum/8-3 AWG ... . ...................... .......... .. DC input conduit size/N of strings% �•� �' AWG ra 3/4'minknum/1-2 strings/24-6 AWG 3/4"minimum/1 2 strings/14.6 AWG Dimensions with AC/DC Safety 30.S x 12.5 x 7/ 30.5 x 12.5 x 7.5/ In/ 30.Sz12.Sx10.5/775x315z260 • I Switch HxWxD 775 z 315 x 172 775 x 335 x 191 .,mm Wei�M with AC/OC Safety Switch ...........2.2..1..2.3..2...... .. ...........54.7/24.7 ....... . .... :4.40....................... .lb... . .. . ............... . Cooling Natural Convection .............Fans(user replaceable) The best choice for SolarEd a enabled s stems I .............. .... .... ..............................<z5................................ .........................<.. ........................ ..d�►.... g Y Min.-Max.Operating Temperature -13to+140/25to+60(CAN version....-40to+60) Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Range.................... F/'C ......................... Superior efficiency(98%) Protection Rating NEMA3R • ........... For other reeional setfings please contact Solarldge wppon. Small,lightweight and easy to install on provided bracket •'linked to 125%for locations where the yearly average high temperature a above 77F/2S•C and to 135%for brauas chase k k below 77*F/2S-C For detailedmformation,refer to han://www swareae us/files/odfs/irwerter do overskina guide.nf Built-in module-level monitoring ..•A higher w""'t 90wCe may be used;theln-ne,will limit its Input current to the values State ••CAN P/Ns are eligible for the Ontarw FIT and microFTT(mkroFlT en.SE 11400A-US-CANI. Internet connection through Ethernet or Wireless Outdoor and indoor installation ¢afi4�tAF.Fy r t� . F w 1 J yf �` c'4 t Y — Fixed voltage inverter,DC/AC conversion only U, y — Pre-assembled AC/DC Safety Switch for faster installation — Optional—revenue grade data,ANSI C12 1c� c g a?,.. 2t '»q 1 " $ _: • USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us I )yvvv'17y