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250 FOSTER RD
APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROAKED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 r`�- -S O Over$1,000= Street No. S t e t- Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT \/1/ I L LA APPLICANT ADDRESS �U APPLICANT'S PHONE# %U OWNER to L)ej S loll N 3 F'4 OWNER ADDRESS S < }. 0 OWNER PHONE nCj O C ESTIMATED COST$ 2-c>7/G, v cJ IS THIS A CONTRACT COST? Yes ✓No c� FEE ENCLOSED$ 30'� 01� r ' �� TYPE OF JOB: =j,#qg Z 3 OR-CCU New Installation :ZAIteration/Addition/Repair c�(3Uf22� Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL 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 (3 NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 6h_,_ FY�tA\LM2 t) l UZ4-mtU'll-A I ) tit � (�fir' 'F�tw THE UNDERSIGNED NEARBY 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 s e—/ (�_T C NTRACTORS LICENSE O TYPE STATE . r SIGNATURE OF APPLICANT DATE `x J g _ Zone Heat for Lower Heating Bills 00 Your open masonry fireplace can allow as much as 90% of your fire's heat to escape out the chimney.By adding a Regency Classic Fireplace Insert,you will keep the heat in your home. Regency Inserts are ready to install and fit easily into your existing fireplace. Increase the value of your home and decrease your monthly heating bill. 4 Standard Features Optional Features • EPA Certified Cast iron door in gold,black**,gold accent Single rod draft control or nickel accent Airwash system Gold or nickel convection grills Brick-lined fire box Regular or oversize faceplate(black trim Black convection grills included) Mobile home approved(12400 only) Screen door Regency stainless steel flex liner kit • 2-speed blower ^: r ••includes nickel handles and hinge caps II �� � ! i �� � .vr.` PP egency 131DO with regular faceplate1 blower AWificaU High efficiency heat with style. Regency's wood inserts are available in Maximum BTU* 5,000 80,000 2 sizes generating up to 80,000 BTUs of heat output to heat up to 3,000 Typical Sq.Ft.Heated 1000-2DDD 1800-3000 Optimum Efficiency 77.0% 75.4% square feet with burn times of up to 10 hours. All Regency wood in- Maximum Log Sue 18" 21" serts boast an airwash system to keep the glass door clean longer for a Bum Time(Typicap' upto8his uprol0hrs Emissions(grams/hr) 3.4g 4.2g better view of the fire. Firebox sue 2.3 cu.f1. 2.9 cu.ft. Flue Sim 6" 6" Width 25" 28" Heighi 21-1/2' 15" Depth(with standard adaptor) 17' 17" Length of bum time and BTU range depend on type of wood, moisture content,climate conditions and installation. "Black doors come with nickel handles&nickel hinge caps o r, I,l� 12400 shown with Mack door 12400 shown with nickel accent door Specifications - Wood Inserts Maximum BTU` 55,000 55,000 55,000 ,000 80,000 70,000 Typical Sq.Ft Heated 6DO-1000 600-1000 600-1000 10DO-2000 1800-3D00 800-1500 Optimum Efficiency 77.7% 77.7% 77.7% 77% 75.4% 84.9% Maximum Log Size 18" 18" 18" 18" 21" 18' Bum Time(Typical)` up to 8 hrs. up to 8 hrs. up to 8 hrs up to 8 hrs up to 10 hrs up to 8 hrs Emissions(grams/hour) 3.Og 3.Dg 3.Og 3.4g 4.2g 3.5g Firebox Size 1.4 cu.ft. 1.4 cu.ft. 1.4 cu.ft. 2.3 cu.ft. 2.9 cu.ft 1.6 cu.ft. Flue Sin 6" 6" 6" 6" 6" 6" "length of bum time and BTU range depend on type of wood,moisture content,climate conditions and installation. Width(front) 25' 25' 23" 25" 28' 8" Height 19-5/8" 23' 19" 21-112" 25" 20'(without legs) 28"(with legs) Depth (w/standard flue adaptor) 15-1/16" 15-1/16" 13-3/4" 17" 17" - (w/offset flue adaptor) 17-11/16" 17-1/16" 16-1/2" -- - -- CI1200/CI1250 TOP 11200 TOP 12400 TOP 13100 TOP 4iv+C _y 21-1N• Zt.1R �'1 ,_ 2S1N• _ i� 27-10 H2100 TOP X L_ n-1N � d " fl' s"agr d 7G 11-tlr• F— j &7IT f F4" F"�y�7 I � t'Y!• 1` 3.7IB• 7-5 '�I ��•1.10• �aIS rrw.r 22JN• "pwWp) X"--—67N' 311N' 37-10 dhet 14�12-3N• L• `To fuel door opening Top surface depth Firebox Height 18-13/16" 22-1/8" 18-3/4" 20-7/8" 22-3/4" 22-112" c Height to top of Flue Collar 19-9/16" 22-13/16" 19-1/2" 21-1/4" 23-1/8" 20"(without legs) 28"(with legs) t Regular Faceplate Width 35-15/16" 35-15/16" 38" 40" 44" 40-1/4° Regular Faceplate Height 22-9/16" 25-13/16" 26-1/8" 30" 32' 30" a o Oversize Faceplate(W x H) custom sin& custom size& 44"x 30-1/8" 48"x 33" 50"x 34-1/2" 48"x 33" backin plate backing plate e avai able available G "including ashlip Ft Masonry&Factory Built Fireplace Clearances The minimum re uiredclearancestocombustiblematerialswheninstalledintoamason fire laceare: Hearth Heater Minimum Fireplace Openings ' "Mantel " Top Fa it g Side acing " 1in`Hearth Side Wall(to Min.Hearth Extension" Min Hearth Side Widt i ito top) (to top) to side) I Elevation' ',:side) ' CI1200 15" 20" 14' 7-3/8" 16" 18" 11R" 6' B" C11250 15' 20" 14' 7-3/8" 16" 18" 1-1/2" 6" 8' 11200 15" 20" 14" 7-3/8" 16" 18" 1-112" 6" 8" 11" 20" 12" 8" 16" 18" 1/2" 8' 8° 13100 13" 19" 18" 6-1/2" 16" 18" 1-112" 6" 8' H2100 10" 25' 14" 8-1/2" 16' 18" 1-1/2" 6" 8" � � "Note.Bthe hearth extersiau s flush with the floor(rtem 0 it must extend 195 in n front tithe Ixxly face fftem 0 01200,t3100&11210D only). ""Note:Hearth extension width Q is measured from edge of fuel door to side of hearth. 22 Illustrates Hearth Heater with classic leg option. !: '� t l .# � � Specifications - Wood Fireplaces C F —� A 43-5/8' 43-5/8" rMaXIMMUMBTLl- 70,000 70,000 B 50-1/2" 50-1/2" Typical Sq.Ft Heated 1,000-2,200 1,000-2,200 C 38" 38' Efficiency(EPA) 74% 74% D 42-5/8' 42-5/8" Maximum log Size 20" 20" D B E G 28" 28' Bum Time(Typical)* up to 8 hrs up to 8 hrs F 25" 25' Emissions(grams/hr) 3.71g 3.72g G 37-3/8" 29-1/8' Firebox Size 2.5 cu.ft. 2.5 cu.ft. H 38 3/4" Flue Size 8" 8" A E 1 -- 33-3/4' `Length of bum time and BTU range depend on type of J -- 43' wood,moisture content,climate conditions and installation C F DB Hi171 Ll G J E CANADA ONLY A %-1/4" 115-3/8" G— B 48-1/8' 57-5/8' 68" 81-1/2" FRAMING ® D 24-1/2' 31-1/4" E 3" 9-3/4" G 44" 60" USA ONLY H 28" 28" p Imo—G—+I 1 50-3/4" 50-3/4' K 44" 44" E C J 5� � B 771 K A US only:Chase must be ventilated with one 30 square inch vent rill.The vent rill must draw air q 9 9 from inside the home and not from outside. CLEARANCE TO COMBUSTIBLES C A Side Wall From Louver Opening(EX90:to surround edge) 18" 24" center une B Mantel Height(min.)From Louver Opening 18" 18" ____-- _-- B_ center line B C Mantel Depth(max.) 10" 10" A 7A D Hearth Width 40" 40" ❑❑ E Hearth Depth 18" 18" ; �P E x � NOTE:All product specifications are subject to change D D without notice. Before installing refer to the relevant product manual forfull and up to date information. 23 Recelve ) SEP 1 7 2014 South Windsor Buifdin DePartrnent ORIGINAL ENERGY CASTILE With traditional cast iron beauty and patented combustion technology,the Castile pellet stove brings the best of old world styling together with proven technology in home heating.As efficient as it is beautiful,the Castile delivers continuous,steady heat when you need it,while reducing emissions. Castile shown in classic black. The large Classic Bay 1200 is more than simply a beautiful,three-sided showpiece.With the elegant full view bay door,the patented burn system and revolutionary ignition system,the Classic Bay 1200 wilt remain a focal point in any room for years. Classic Bay 1200 shown with standard black door trim and grille and optional log set. SANTA FE The Santa Fe combines contemporary styling with convenient, user-friendly operation,and powerful heating. This pellet stove will efficiently warm your home for years to come. Santa Fe shown with black grille and optional log set. : ................................................................................................................................................. • I rt FEATURES & OPTIONS CLASSIC BAY 1200 FEATURE 17,200-47,300 BTU/Hour Input' • 85.2%average efficiency • Three heat settings • Large bay door • Black door and grille Easy Cleaning • Thermostat control Simply pull the cleaning rod to empty • Large-All-in-One"ash drawer the patented EZ Clean Firepot. • Large 80tb fuel hopper" ` • 24"aluminum tube heat exchanger OPTIONSI • Door in gold or satin nickel • Grille in gold or satin nickel Ductile Iron Firepot • 3-piece ceramic log set Creates an intense cyclone of fire • Richly detailed brick interior for extremely efficient combustion y and reduced maintenance.Ductile • Remote control or programmable iron composition resist cracks and Above:Classic Bay 1200 shown with black door and black deterioration from heat expansion grille with optional log set thermostat wall control P for maximum durability. ................................................................................................................................................................................................................................................ SANTA FE FEATURES • 12,900-34,400 BTU/Hour Input` • 82.9%average efficiency • Three heat settings • Black grille set • Handles in black nickel finish • Thermostat control Heat settings • bOlb fuel fuel ho er" All Quadra-Fire Pellet Stoves PP have multiple heat settings for • Aluminum tube heat exchanger maximum control. OPTIONS • Grille set in satin nickel or black nickel finish • Ceramic log set • Remote control or programmable thermostat wall control Jam-Free Operation Patented Jam-Free Feed System Above:Santa Fe shown with black grille set and optional ensures trouble-free operation, even when you're away from home. Log set Standard in at[models. ................................................................................................................................................................................................................................................ FINISH OPTIONS OPTIONAL LOG SETS PUSH BUTTON MT. VERNON AE & CASTILE Realistic Log Sets. CONVENIENCE Create added authenticity with an optional log set. = Add a programmable remote Mt.Vernon shown at to control the fire from your right. Classic Bay 1200, easy chair.Available for Castile. Castile, and Santa Fe Classic Bay 1200 and Santa Fe. Black Mahogany shown through the brochure. ............................................................................................ CLASSIC BAY 1200 .4 Sienna Bronze Decorative Choices. Customize your stove SANTA FE with a full view bay door and grille in classic black r (standard), lustrous 24-karat gold or satin nickel. Black Nickel Satin Nickel BTU/Hour Input calculated using premium wood pellets at 8,600 BTUAb.BTU/Hour Output will vary, depending on the brand of fuel used. "Fuel density and pellet shape may affect hopper capacity PELLET STOVE SPECIFICATIONS Technical Data Performance V.sea Weight BTU/Hcur Burn Rate Hopper Heat'ng Cornecti�n Particulate Width Height Septn it � Capacty' Capacity Biower Emissions +'_ Ilhs' input' bs/hr, ilbi Isg +t l Ictn+i Ig/hrJ " q1X 28-7/16" 32-5/16" 29-1/16" 429 14,620 1.7-6.1 80 1,300-2,900 220 .9 52,460 +Ca to 24" 28 9/16" 24 7/8" 258 12,900 1.5 4.0 40+ 700 1,700 160 .7 = ' 34,400 �= 17,200- Claf` 28-1/2" 31-5/8" 27-5/8" 349 2.0-5.5 80 1,000-2,700 160 .9 47.300 900 Santd Fi._ 25-1/2" 28-11/16" 21-1/4" 240 12, 1.5-4.0 60 700- 1,900 160 .7 34.400 'BTU/Hour Input calculated using premium wood pellets at 8.600 BTU/lb.BTU/Hour Output will vary,depending on the brand of fuel used. For best results consult your authorized Ouadra-Fire dealer. ?Fuel density and pellet shape may affect hopper capacity. 'See your local Ouadra-Fire dealer for help in determining the product that best suits your heating needs based on climate and home efficiency. CLEARANCES Mt.VernonAE A Back wall to appliance.-. .................._2* B Side wall to appliance......_.............................6" ALCOVE INSTALLATION: e CORNER INSTALL Minimum alcove width.......................................40" c C Walls to appliance...........................................2' Minimum alcove height......................................43" WITH TOP VENT KIT: Minimum alcove side wall....................................6" D Back wall to flue pipe......................................3" Maximum alcove depth......................................36" E Side wall to cast top..._....._ ...................6' F Back wall to appliance....................................8' CORNER HEARTH PAD SIZE e ° CORNER INSTALL WITH TOP VENT KIT 38-3/4"wx 38-3A'd Advanced Energy G Side walls to appliance..................................3" Castile A Back wall to appliance..................................2' B Side wall to appliance....................................6"CORNER INSTALL ALCOVE INSTALLATION: C Walls to appliance.........................................2" Minimum alcove width.......................................38" WITH TOP VENT KIT: Minimum alcove height......................................43- D Back wall to flue pipe....................................3' Minimum alcove side wall....................................6" E Side wall to cast to Maximum alcove depth......................................36" IN F Back wall to appliance..................................7" CORNER HEARTH PAD SIZE Energy Original E CORNER INSTALL WITH TOP VENT KIT 9 9Y G Side walls to appliance.................................2' 34-i/8"w z 34-1/8"d H Side watts to flue pipe...................................3" < Bac Classic Bay 12 A O Side wall to appliance..................................6-B Side wall to appliance....................................6- ALCOVE INSTALLATION: 9 CORNER INSTALL Minimum alcove width................................40-1/2- C Walls to appliance......................... 2" Minimum alcove height......................................44" � WITH TOP VENT KIT: Minimum alcove side wall...................................6' D Back wall to flue pipe....................................3' Maximum alcove depth......................................36" E Side wall to appliance....................................6" E F Back watt to appliance...........................7-1/2' CORNER HEARTH PAD SIZE ••� ` Original Energy CORNER INSTALL WITH TOP VENT KIT 40-5/8"w x 40-5/8"d G Side watts to appliance.................................2" Santa Fe A Back wall to appliance..................................2" B Side wall to appliance....................................6'CORNER INSTALL ALCOVE INSTALLATION. • Minimum alcovewidth.......................................38" C Walls to appliance.........................................2' WITH TOP VENT KIT: Minimum alcove height......................................43" ° D Back wall to flue pipe........................ Minimum alcove side wall.......................... ........6" E Side wall to appliance................................... • o • """".":3" .. 6' Maximum alcove depth......................................36" • F Back wall to appliance..................................7' CORNER HEARTH PAD SIZE Original Energy • CORNER INSTALL WITH TOP VENT KIT 38-7/8'w x 38-7/8"d G Side walls to appliance.................................2' H Side walls to flue pipe...................................3" , FLOOR PROTECTION ALL STOVES IMPORTANT - READ BEFORE Use a noncombustible floor protector YOU INSTALL extending beneath heater and to the front/ Refer to the Owner/installationManual sides/rear as indicated.Measure front for complete clearance requirements distance IKI from surface of glass door. I............2" and specifications.The images and J•_.......2 descriptions on this brochure are K..........6" 17 K Mat.xleMrbeyonde•ch provided to assist you in product •See owner's manual for exceptions a pipe(shaded aB•) I selection only. ......................................................................................................................................................................................................................................................................... RECEIVE© SEP 17 2014 indsor Buid�n South Department E4 Electric'# APPLICATION FOR BUILDING PERMIT Plumbing# Date: _ c 250 HVAC # Foster Road Sprinkler# 800198 Estimated Cost $ - FINAL APPROVALS — Permit Fee $ Building F00"' SIGN PLETE RED BOXED AREAS Occupancy Fee $ 1� Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ' ON REVERSE SIDE 1 Appr. for CO. I Total Fee $ _ i TO THE BUILDING DE ARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ _� r The undersigned hereby applies to do work according to the following: Applicant IkyjRer'/'N hbme_s- Location of Work -;. Q �' ,er R d Lot No. Applicant's Address /6& -kri zv,%/ Zg fe Tel.# l0 3 3 i Z yZ Town e ,4_� Zip d 00,z Lic.# ' Owner c,M ,4TZ4jL4- Architect /dam <l4�& Owner's Address ,Ql Architect's Address T4Af e_ a.j 4-0av �5—Cu TL/ 611N0s C),Z_ Zip 0&0 51_1 Zip- Sq. Ft. New Area: 1 st FI. Iff.6 2nd FI. 3rd FI. Total New Area �8'a Purpose of this permit rX. ei, rrE yemm� 7-4 "X '!�o''c�ro T City WaterV Well❑ Septic System❑ Sewer Ins: HO SP Cert. Area Basement Garage Approved Date 4 0 Use Group Construction Type Revised 8/02 L165—i— I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this nd e flpwe(J. _ Signed I hereby apply for a Certificate of Occupancy for the work d scribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 08/22/13 •Printed by Peart, Dayshell 09 27 06 INSPECTION: 13738 FOOTING PERMIT STATUS APPLICATION: 200800557 LOC: 250 FOSTER ROAD SOUTH WINDSOR PROPERTY ID 33300250 OWNER: SALAZAR MANUEL H & IRENE CONTRACTOR: REQUEST BY PROJ DESC EXTEND MASTER BEDROOM WORK ORDER: INSPECTOR: FLAN RESULT: FAIL REQUESTED: 05/06/08 PRIORITY SCHEDULED: 05/08/08 AM COMPLETED: 05/12/08 UNPAID FEES 35 00 Date Time MILEAGE 00 TIME TRAVEL ONSITE COMMENTS 3 PIERS FILLED WITH WATER. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/12/08 FLAN PASS B001 FOOTING WATER REMOVED. 08/22/13 ROSE N/A B002 FOUNDATION 05/29/08 ROSE PASS B003 FRAMING (ROUGH) TOM @ 860-836-2280 RECHECK 05/22/08 ROSE FAIL B003 FRAMING (ROUGH) NEED BLOCK SUPPORT BETWEEN JOISTS. 06/02/08 ROSE PASS B004 INSULATION WALLS/ATTIC 08/22/13 ROSE N/A B005 FIREPLACE / CHIMNEY 08/22/13 ROSE N/A B006 WOOD / GAS STOVE 09/21/12 ROSE FAIL B010 FINAL installed unvented gas log in BROOM is prohibited 08/08/13 ROSE PASS B010 FINAL removal of piping/decorative assembly remains INFORMED CBO RE:REMOVAL OF PIPING TO UNVENTED GAS LOG. DECORATIVE OUTER ASSEMBLY REMAINS. 08/22/13 ROSE N/A E001 ELECTRIC SERVICE 08/22/13 ROSE N/A E002 ELECTRIC UNDERGROUND 05/29/08 ROSE PASS E003 ELECTRIC ROUGH INSPECTION FIELD SHEET 08/22/13 -Printed by Peart, Dayshell 09 27 06 06/16/08 ROSE PASS E010 ELECTRIC FINAL PHIL @ 860-638-8915 08/22/13 ROSE N/A P001 WATER HEATER REPLACEMENT O8/22/13 ROSE N/A P002 PLUMBING UNDERGROUND 08/22/13 ROSE N/A P003 PLUMBING ROUGH 08/22/13 ROSE N/A P004 PLUMBING GAS TEST Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 250 Foster Road HVAC# _ 1301L14,q Date: Sprinkler# FINAL APPROVALS Estimated Cost $ goo .. �- Building COMPLETE RED BOXED AREAS Permit Fee $ 90 Engineering Occupancy Fee $ p'Affidavit TYPE OR PRINT ONLY Eng. Ins Fee $ Appr.forCO. ON. SIGN ON REVERSE SIDE 4 Total Fee $ 3 , TO THE BUt- A ILDINGRTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �a1 The undersigned hereby applies to do work according to the following: Applicant F1 Rid VCJ _ Location of Work__ 05 Lot No. Applicant's Address 2-5-6OS 1 �LTL �D Tel # Town C9()4fl LAJ l AJCJ 5 O fk_. Zip Lic.# Owner— Mt9MUC b'92,*/Z Architect Owner's Address 25-0 Irt t$ Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit O X LA4,AU, Qa At QAle ��i��2 /t�1 ft��M 7- City Water J Well J Septic System J Sewer J c Ins: HO SP Cert. Area Basem t Garage A►1 ,Approved by c:2 _ Date Use Grou onstruction Type - — F1 V 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 distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. C Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 08/22/13 Printed by Peart, Dayshell 09 30 18 INSPECTION: 57193 FINAL PERMIT: STATUS APPLICATION: 201300453 LOC 250 FOSTER ROAD SOUTH WINDSOR PROPERTY ID: 33300250 OWNER: SALAZAR MANUEL CONTRACTOR: REQUEST BY PROJ DESC: ROOF--REMOVE ONE LAYER AND INSTALL ONE LAYER OVER. WORK ORDER: INSPECTOR ROSE RESULT: PENDING REQUESTED 05/30/13 PRIORITY SCHEDULED: 05/30/13 AM COMPLETED: 05/30/13 UNPAID FEES 00 Date Time s MILEAGE 00 TIME TRAVEL ONSITE COMMENTS: shingles hang over of rear half of roof(near to skylights) ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 08/08/13 ROSE PASS B010 FINAL A,R. 24r 2008 1 29P-M- Q. 504„�P: 2i2 • 4-24-OS \1�bci7y Homes ?2:54pm KeyBeam job. o it WindsroGr,CT I cf 1 �4-324 lmJ1 iW4`03h Member Data Description: Member Type:Beam Application:Floor Lateral Bracing:Continuous Top Standard Load: Moisture Condition:Dry Bai d ng Code: IBC/IRC Cead Load: 15 PLF Deflection Criteria: J360 live.L240 total 1-000"max_LL Live Load: 40 PLF Deck Connection:Nailed Member Weight: 21.0 PLF Filename:NmAb: Hem Other Loads T Thy' Dead Other End Cate Type (Des(xiption) Begin End Width Start End Stare 9eTe Replacement Uniform(PSF) 0' 0.00" 25' 0.00" 4' 0.00" 10 10 Snow Additional Uniform(PSF) 0' 0-00, 25' 0.00" 4' 0.00" 10 �� Live Additional Uniform(PSF) 0' O.W. 26' 0.00' 6' 0.00" S Live am Additional Uniform PSF 0' 0.004 25' 0.00' 13' 0.00" 15 30 �(ri 11.1"1•rrM n •rl rHr 11 r •i 2500 2500 Bearings and Reactions Location Type Input Length Min Roquired Gravity Reaction Gravity Uplift 0' 0.000" Wall WA 4.5?1" 11815 2 25' 1.750" Wall WA 4.501' 11815* maximum Load Case Reactions vow fa wwrc pone lara,a eft bam)to caryra M~ Dead Live Snow 1 47" 2955# 64129 2 479C# 2955# &1121t Design spans 2V 1.750' prodoet:2.0 RigidLarn LVL 1-3/4 z 24 2 Ply Component Member Design has Passed Design Checks" MAirimurn 4.5V bearing required at bearing 01 Minimum 4.5V bearing required at bearing 9 2 " Dogn aswrnes continuous lateral bmeAg along the top Chord. Allowable Stress Design Actual Allowable,. dipacity Location Loading '>rve MornEn( 74277.7E fi5630.'rf 86% 12.57' Total bad D+0.75(L+S) Pcs Shear 277.1'f 1g3 1.2573" U2S7 12.5 1t,., 64% 25.14'._ Total toad 0+0.75(L+S) TL Detleotion 1.0484" 7' Total load D+0.75(L+S) LL M110Cd011 0.623r o-Va2" 1-/494 12.57 Total load C.75 L+S Centro- PoOve Mamerd DDLs: Live-100a1a Srov-116% Roof-125% lYlnd-13i9. ulanufact.irers insml'a:cn guide MUST be cons{,W.V nlut5-ply connection details and alte-rla'lves Jul t p'oauc nmaa an Vair ep "Oft 0 emr raaet"ww! JOWL P.CLaery Sawn D W04rae a 4 law:"st Swu ,.il(Ct08PWQyIMo,eamEmWaeaLLGALR!G't- PU eVM WNW,LT0015 L\UMU.M I.L4. muY b"Nu4mlod N a M&ANd 6v*9"a&-w "Paa're)Y alrLxd rE Mfnn Q+a MMabNr Mor Jomt• nor 9'IdN.UPea an Wa d"lla flNrJi apN.IraDO CMI�II MM1�I fp`(Md►Iodm GOh0i701M•end SOMv IU.'N10n Via a�w!TM MMp� prdoeelonm as leant a aeanr '00�4.nWabn qlh laanYclner'e f �'e Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.6 Release 1 Data filename:Untitled.rck PROJECT TITLE:room addition CITY:South Windsor STATE:Connecticut HDD:6155 CONSTRUCTION TYPE:Single Family WINDOW/WALL RATIO:0.12 DATE:04/24/08 DATE OF PLANS:4/16/08 PROJECT DESCRIPTION: 7'x25'exstension to existing master bedroom DESIGNER/CONTRACTOR: Tom Azzara COMPLIANCE:Passes Maximum UA=38 Your Home UA=38 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Pglulleter R-Value R-Value U-Facto UA Ceiling 1:Flat Ceiling or Scissor Truss 180 38.0 0.0 5 Wall 1:Wood Frame, 16"o.c. 230 13.0 0.0 17 Window 1:Vinyl Frame:Double Pane with Low-E 27 0.300 8 Floor 1:All-Wood Joist/Truss:Over Outside Air 180 19.0 0.0 8 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed a RES the nspection Checklist. Builder/Designer /' Date y �� „av i Gr Nem51 doF 7,b Wll�u �- T�� IJ- _ GLu56� Aowoll Su rrow Wi►�ponl G- R�Goc,�t� 6icl5t�N� 1►�l�lAow Wt PON �5�o•' x kz 1G Vj at,� pj �►E� TyVPK vo7op, w1up u_ 7,ci �i ar/ !NSVI�IoN �aLiT�tl�4 _ 10'�(C)\!& 4N k-ri* MAY. 8. 2008 11 13AM N0. 271 P. 5 ,. Keyrnark Engineering.I I KeyBeain® Calculations 6707 Winchester Circle ' 04/24/OS Smider.CO 80301 Phone:303-443-'2068 0209 PM EWP)obs@keymark.com 4 of 4 bomb 4 im + uft je-2101•ena U see, a�814 sow areer.CT Member Data Description: Member Type:Beam Application:Floor Lateral Bracing:Continuous Top Staodard Load: Moisture Condtion:Dry Building Code:19C/IRC Dear!Load: 15 PLF Deflection Criteria: LI360 We,U240 total 1.000"max.LL Live Load: 40 PLF Deck Connection:Nalj qd Member Weight 21.0 PLF Filename:Newberry Rom CtherLoads Type Trlb. Dead Other (Description) Begin End Width Start End Start End Category Replaoement Uniform(PSF) 0' 0.00" 25 0.0(r 4' MOT 10 10 Live Additional Uniform(PSF) 0' 0.00' 25' 0.00' 4' 0.00' 15 30 Snow Additional Uniform(PSF) 0' 0.00' 25' 0.00' 6' 6.00" 10 30 Lift Additional Uniform PSF 0' 0.00' OF 0.006 13' 0.00' 15 30 Snow •1,•" •Y7r,r LYL.�'1.1 5 •.y.A'1 N1' I; p',5"`4• '.n...• coo. con. .w•. .y l�' vru.Hn n'. v Mrrt•..III.l•Y'^W'. .1ru1.•. r r ^.. "'� 1 1 2S00 -7 250 0 Bearings and Reactions Location 'type Input Length Min RUqutrsd Gravity Reaction Gr"Iyr Uplift 1 a 0.00T wait WA 4s01' 11815N .. 2 25' 1.T50' Wail WA 4.501• 118159 — I Maldmum toad Case Reactions � us:a br yply oIW boas tv M lode)Inc AV 10 0 Dead Live Snow 1 47900 2955# 6412# 2 479DO 2904 6412* Design spans 2 ' 13W F Pnodut:t 2.0 RigidLam LVL 1.314 x 24 2 ply Componerd Member Design has Passed Nslgn Chadcc.— Wremum 4.50"beating required at bearing 91 W hinmm 4.50"bearing requtrad at bearing 9 2 Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Aoovr3Dlo Capaa'gr I-ovation Loading Pasi:ivo Moment 74277.Tt d5t39 v W/a 12,Sr Total load D+O.TS(L+S) Sheer 99369 18354.# 54% 25.14' Total load D+0.75(L+S) TL Deflection 1.0484' 1.2573' U287 12.ST ToW bad D+0.75(L+S) LL Deflection 0-6233' 0-9382" U484 12.sr Total bad 0.75 +S omtrot: PM111 a Moment DOLS: uveclao% Snow-115•/4 RooN125%VV'M--133% Manufacturer's katalladon guide MUST be o mvAed for mulifty eonneCtbn details and alternatives GDN D� e fflv�� * MAY. 8. 2008 11 13AM N0. 271 P. 2 Ke�Beam® Calculations Keymark t=ne�neet;�s,Inc 6T0?wu�chester C'ude 04/24/08 P one 3Co344833-02068 02:09 PM Effjobs(9keymark.corn I 1 of 4 I Cover Sheet Job: 250 Foster Rd conCumatron*: 0424160916 contaapotson, Bob DeSonis CoMst,y Nwt,a: Roseburg Forest Products 3600 James Dove Endwel.NY 13760 phomIFax: 60778530?2 18772711080 Enum; bobd&fpco-com;d3vea@xfpw.com Ship.To Canted: John Mary snip-To company: Seven D Whoesale 1206 East Street South Suffield,CT 06078 Ship.To Phone/Fax; / stip-To Emea: jamy@degol.00m:bobd@rlpca_com;davea@@jfpoo.com Member Information (ir Newberry Homes dear.KYB Comments t i r f i� E r r ..,,,,...._..,. . ....od.,.AM I u aairtsRemm t+r wisp� n►+pr eR eta aowl��•+e,oa,.�,r rw F�w.e.aw ewr w..tw sw1wo•.e (t p„��,'�ra+v.,�u �.q.�`r.r�trwa�aeen~aa�0.a�r.a�eW~rra°'ic�*►w.b t' uerw r+w k.yfar�iiyrwnYw�alrlw 1 MAY. 8. 2008 11 - 13AM NO. 271 P. 3 KeySeam® Calculations � �Eng�neenng.Inc 6707 WmrheSter circleulde � 80301 04/24/08 PPhhonle r3CO3-"3.2088 02:09 PM MW.jobs@keymark.com 2 of 4 I Floor Joist, Beatn, and Girder Component General Notes 1. FLOOR JOIST,BEAM,AND GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter,this set of general notes,individual floor joist, beam,or girder design drawings. The cover fetter fists the contents of the Member Component Document Each sheet of this Member Component Document is an integral part of the whole,and shall be used only for the specific job name listed on the cover j letter. This Member Component Document is the exclusive property of Keymark Engineering,and shall not be copied.transferred,or reproduced,in whole or in part.without the written consent of Keymark Engineering,Inc..Copyright Keymark Engineering,Inc.,2005. ALL RIGHTS RESERVED. 2.COMPONENT DESIGN This design is for 9n individual building member component and has been based ort information provided by the dent.The Member Component Designer disclaims any responsibility for damages as a result of faulty dr incorrect information,specifications.and/or designs fumished to the Member Component Designer by the client and the eorrecom or n*ccuraey of this InfoRnation as it may relate to a specific project. The Member Component Designer accepts no responsibility andexercises no control with regard to fabrication,trh AMg,'shipment,and installation of member components. Each mefter component specified herein has been designed as an individual budding component. Each component shall be Incorporated as part of the building des%n by a Building Designer(registered architect or professional engineer,as applicable The 13ugding Deslgner shall review the design loading, member oomponent geometry,and all other aspects of each component design to ensure that the data shown ale in agreement with the local building codes.local cri matic records for snow or wind loads.project specificatons,or special applied loads. I 3.FABRICATION NOTES 1. Prior to fabrication,the fabricator shall review this Member Component Document to verify that this Member Component Document is in cordormarice with the fabricabes plans and to realize a corrtincing responsibility for such verification.Fabricabon of member components shag not proceed until the fabricator has certified draNnngs in hand. l 4.PRECAUTIONARY NOTES Refer to the manufacturers recommenMons for instructions on handling,bundling,and delivery of the member components speciftec herein. 5.MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturers recommendations for inshuttions on allowable modifications of the member components specified herein. 6.MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with the component designs specified herein. Web stiffener requirements at hangered conriections depend on the connection style and are not included in this design Supported components attached to the side of this memberwith reactions greater than 400 Ibs shalt be attached in such a way to preclude twisting of this member. 7.MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any conti't'ctiom between the member component and other elements of the overall structure is not provided WM the component designs specified herein. 8. UPLIFT REACTIONS Floor joists.beams or girders with multiple spans may generate:riprift reactions due to gravity loads. The reactions sf~in these calculations assume that ail of the bearings are infinitely stiff. The Ouilding Designer strall review all reaction forces god ensure that the structure can generate uplift reactions appropriately. , A- 01W,&L" o,o,.wo+•aueesywma+b..+.su,e r,.rooMs.cFav� 7w�aitV�Mr,iW piasropeeen:e.�.R r.w�.a..Yns�!*A4b O.a G. W Nan.ln.d*Am Y owl,IiplN 111t10R�..�MrY Cwwy(Wti'f1.6�YW�8w�.1 N,N.M/%"=a'w/b&W Wi'!�� M4.M.N,��ny w,ab sNcMw bWU Ar W.i.,."M OW,WL I-lrrti,nY col t-ruin.HW"P �,M VNf M✓r.e�eee�r m M�pYNCM�a ..1., lip �:i,. MAY. 8. 2008 11 . 13AM N0. 271 P. 4 • 1 Ke eam® CCalculationsK�nark Engineering,Inc B 6707 Wuu:hester Circlei 1 04/24/08 Boulder,co 8=1 Phone:303-443-2068 i 02:09 PM EWPjobs@keymark.com 3of4 9.LATERAL BRACING CONDITIONS When the Lateral Bracing condition is stated as'ContinuotW this is defined as a lateral sUpport lbt both the top of the member and the bbitom of the member along the entire length of the member. It is important to note that the compression flange is therefore assumed to be always fury traced. 10. MULTI-PLY COMPONENTS W16-ply components shall be connected together in accordance with the manufadurees recommendations. , 11.BEARING LENGTH The Input ft.Lengttf listed on the individual floor joist,beam,or girder design drawing is the actual length of bearing at that location The Unimum Brg.length'on the individual floor joist,beam,or girder design drawing is the minimum required length of bearing at that location.The length of the bearing is measured along the length of the member. The width of the bearing is measured ' perpendicular to the length of the member. Each ply of the member shall be supported 1br the full member wtdh for the full required minimum length of the bearing. See detail below. 12a. POINT LOADS ON h1OISTS for"KEYBEAW Point loads applied over a bearing are considered to be carried by fhe iyoist. Therefore the point loads over the bearings will be considered when evaluating the interior and end reactions. 12b. POINT LOADS ON I-JOISTS, BEAMS OR GIRDERS FOR'KEYBUILD®STRUCTURE" Point toads applied over a bearing are assumed in this calculation to be carried not by the lyoist.beam,or girder,but instead by either rim board,squash blocks,or some other means. Therefore the points bads over the bearings will not be considered when evaluating the interior and end reactions. 13. PONDING WARNING Whore components are used in roof systerns,these component have not been investigated for the effects of pond'utg. The Building Designer shalt ensure that adequate drainage has been provided,and that the roof system as a whole is not susceptible to pondmg. u Mr.wiawm w.wfrMW dOMtsod..wrwl OY.,�.p 1Ni2W6 N'%A�Fn�w,11G•u.lU0rlf7 RftEPrC0. TY•M�0 t w►+a+s+�M��erldRww�+�Nanwrtr wlbd\t.rm w awr"omm Tw rw*v r r 0W4, rfw woamaq.�fir"MYrr.1Mj ►'�Erraww«..ry`.air MMbvl�owN�.', w..w .saw. a+r•►aa6r�w.twr�++Mawaw�+wa..n..ernr+.q ..u�wsacYWaAw am..q".wrnRaawa vaaerlwa APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 12 22_(0 APP OV 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date Building Inspector — Application must be printed or typed FEE SCHEDULE _ Location of Job:$0-$1,000=$15.00 S S Lc Z'Z Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT )�"2 APPLICANT ADDRESS Eyed wo a�c APPLICANT'S PHONE# OWNER �0W N Sf 4< OWNER ADDRESS v't sjr � OWNER PHONE j ESTIMATED COST$ IS THIS A CONTRACT COST? Yes u40 FEE ENCLOSED$ TYPE OF JOB: Y �dSOR.CON N 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 RESIDENTIAL 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 Atnlo 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/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK O / J / 'Of2 rrn n roc yQ t_;r� is /��ifir,r�i7 � i�.� ��, i Oli' 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 CONTRACTORS LICENSE NO. TYPE STATE n n SIGNATURE OF APPLICANT DATE lO�o �lfo` 04/28/2009 TUE 11 10 FAX 10001/004 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF 8 ING: TING U RE IDEN L4L A/C ❑COMMERCIAL D VENTILATION E3 INDUSTRIAL HEATING ❑STEAM LOW PRESSURE 11WT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR 0 UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE °F INSIDE °F DIFFERENCE OF TOTAL HEAT LOSS(BTCIH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) // DES 1CRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) (?'OOaMA n 3 -Nh Be'-leurne z.r M SS- 14 0.36 GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUR) TYPE OF FUEL ❑on.GPM OIL TANK LOCATION:❑INSIDEQ OUTSIDE' CAPACITY 13 GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE °F. DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (FEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 3 f6n 0^4-ONP%a SSZ I yob6 1 TONNAGE 3 COOLING CAPACITY(BTUH) .36/Qoo VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) . FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK -. o �F ( —.3 +V-1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO ;Ve4er+ COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK _ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 6",_r2 0 0 0 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby. TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 0��c j 644-2511 ext. 230 Date Buildin ector ` Application must be printed or typed FEE SCHEDULE � � ` - Location of Job: , $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt No. APPLICANT APPLICANT ADDRESS { 1 f 1(e , 6 � APPLICANT PHONE# I ko* N St OWNER gZgr' < OWNER ADDRESS _240 Ny Gr ea, $e�►i� winbdo� / G'r 0607y 0 �r' OWNERPHONE 40 '3°S C " ESTIMATED COST$ /9 7S . U IS THIS A CONTRACT COST? _Yes —No FEE ENCLOSED$ 105 'do -� SOR CO�� TYPE Off'JOB: �WNew Installation Alteration/Addition/R air o CPO i a'C)p"77 0 N N \ Revised 4/01//2002 0 O*N SC 4 250 Foster Road �LOSOR-CO NCH Legend S,dfrgS ■ 0 30 60 120 Feet CEPTIFICATION OF ZOt\tIN^ IPLIANCE R- cc re r , Zoning Enforcement Officer 17. 43IM paq; aca91 pan.,r-'V Al: 43yM �'4 II�Vs 8ulGit�q PuV v}nw,•, s ,..I;JG fie, 12 •• uCili,^.t3Oa ,l ladlee ns p.,�_1:a2 s} u 113..J K emp;L a a7' ass au ,.e vu}yea}dd¢ s3_ �au,pu.,d Bus,n.p lua .r•daa E3,rur• ayy F7 t ,q Ireys s¢ ua7Jd yans pue smul .yci; 3e !i. +u ucz p• I Ile 41}M/ldwua �y,� � I pue ut ld Llr• i ,ue ugjz:aIldrle u} paye;e =y.,9•u.G..?ue 1pp :^:. `7 0l suo3ys1a3:e Jo et!,91 C _ •a3 ..I i„ 1N3WJ apu 3 y nos line � a � a Home Occupation Information and Application Form ASSESSOR'S USE ONLY Minor Approved by� Date �f � '��) Home Occupation Type o Major Code NamAA N N V St v•�-`RZ-nn-- DBA �V Cam- C-r-N-2--n Address of Proposed Occupation: C,--p2 Telephone_ 8 Or b 3 Z Zone R (Note:in DRZ,MF zones only minor home occupations are allowed;approval letter from homeowners assn required Description of Home Occupation: /1 1I-o -J6 AU ` �� �� d- rn o W S+Orne hdw►e ►vo e►mow��� Please use the boxes below or an attached sheet to provide the following: A.Proposed Sign 1. Attach copy of plot plan if available. 2. Use Box A(or attach sketch)to draw proposed signage. 3. Use Box B(or attach sketch)to draw the floor plan of the Home Occupation area. 4. Architectural elevations for any proposed additions or modifications / must be provided. FLOOR PLAN L Basement 9(1"floor _2°d floor) Floor area of dwelling I , go U S-f Floor area of home occupation p-O S f %of floor area devoted to home occupation >as--7o � 2 I have read the regulations regarding home occupations and will comply with said regulations.I understand that I must notify the Planning Department in writing upon termination of this occupation at this address.This permit is not transferable or assignable to another person.In the event of relocation,the permit holder must notify the Planning Department in writing to transfer the permit to the new location. S� Signature of Applicant �'��—^JL Date PN,,� -E-yv . 2�o '-0 l� Signature of Owner Date Cc:Assessor,Building Street File DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT 3p Application is hereby: TOWN OF SOUTH WINDSOR Q BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE �/ Location J F:Tenant fi � Ky $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT LTG elf G —/ APPLICANT ADDRESS r� e/�P � a / (-2 T7- APPLICANT PHO_NE# �7 O W N S OWNER 0,"J 4011 q< OWNER ADDRES Q O0 OWNER PHONE ' �0 C ;D ESTIMATED COST$ O r IS THIS A CONTRACT COST. _Yes _No r �` FEE ENCLOSED$ e5) OR-Co O�� TYPE OF JOB: a R•C _New Installation Zeration/Addition/Repair IG4g r APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE.OF SYSTEM: TYPE OF B DING: ❑HEATING LMESIDENTIAL ❑A/C ❑COMMERCIAL Cl 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) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OFFF�� a OIL--GPM OIL TANK LOCATION :U'1NSIDE❑OUTSIDE CAPACITY`2n,25 ❑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 APPPLCATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. .�OZ 77g C7 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT , J/` DATE a�w, Mon 147. Is r WID, a '• i •t f 1 • , lv ' � rid 1 of •••tin � �4 10, 1 r�1 .• '�i aJ[4• i - - `,� :•ir '�„ �r a s Z ram'[- 1 Cf �•l -�-1: 'r . •y ti f' \ ` `.. �.. l_rIL t,.• r� ^1 j,.• :J 1 CE ,^ : !-{ ✓``.____._.._ _ O r1 ',ll1`.v ^c �'.,t �•> ► - S O J"'I !� •\/•./ { r P -5o R. C 0 rti14. ` > t 1 t y '� r 7•r r - •� ~: •�f. . ti I 1. - (1 fri.� �j /%'�::1 .. �-✓_r J :� .i. �' � fry r, � A •i• �•►�''•.,••' {f- � � 1 1 tJ1,r• f - _ i � �.l .4 ��� -� •/ �`.♦ nJ,: t :), -, h !1 � �.Li��l• ..f �l '1` •Y• • L.� � • r; �. /.'. .J '-ti S:i-�' . .. •' •�', IS ,•��� t \/ �•f��fl�is f"• • 'j • tJ 1tt ti•U:�':fJ�t\•J��I• �C ' •\ r �'�F{.-Y'. Ir 'l .�-h+ r 1�0 l�t�i•:l:•til•`�it iiL�tL.Dli♦+�� i � 1 0 R 1♦i 1 4 e ��•••y��'� � •. V I jI/1•1 I r ` 1 J, ICY •• .. . \�a�J �` /`I�i•t'N 250 Foster Road p • r e � .4 • cd -Abo = h � V i kh�SOR C 4� OH�V O / N NLAO c OLegend O II fn� O co uuth Windsor ° 20 40 80 Feet G I S , 1 inch equals 34.287605 feet MAPPING PROVIDED BYSBC UNDER CONTRACT. DATA MANAGED BY THE SOUTH WINDSOR ENGINEERING DEPARTMENT AND IT TP.CHNOI XW N' DEPARTMENT: �1 Ji1OR9'OAGE SURVEY D rfEH ROA Lam' poppeRrY 0r CLERMONT ZOUR.TER 250 FOETRA ROAD ,C SOUTH WINDSOR CONN . , � �---� � I• vEc rtia� 1 TO TFIF. CONNRCTICUr SANK AND TRUST COMPANY: ,�` ►�� 1G� �_ +� CenT.rFTED SU13S7'ANTIALLY CORRECT AIJD NO ZONING REGULATIONS HAVE 'J DREW VIOGA7'RD. ry �, r ..; r SUR YEYOR l� NOTr THE HOUSE IS `NONCONFORKZ.mq UNDER PRESENT ZONING REGULATIONS. Tim uotias Ia Ovica THE VUrLDJNQ LINg. <�atj CONNtr4% Cli Ve 7. •' ,�Ha 3RE! SURV� n IV° �o G I. I f t Sr Z V4 A 31 l �..♦Y Ate.+N' I L E So .J 1 t� V✓ ►r1 D s O R C O hl rn, .� :.:; �t; p �ti -r-� & '' << I t:ER'l ► �' "I`;t,�"I' "r11I5 RIA3' �� .7 A ti -�.s s�=_ P,:,, z� IS SUBS',A ,.1`I.hI.I.Y c;oRR.�.:;�r. NO ()NIN-,; OR i3(:,A,DlNG LINE AFT , ORDINANCE VIOLATIONS. � f _ y w MAY. 8. 2008 11 . 13AM N0. 271 P. 1 5@ SEVEN D WHOLESALE Engineered Wood Products Division► 1206 EAST STREET SOUTH SUFFIELD, CT 06078 Phone: (860) 627-8093 (888) 627-2270 Fax: (860) 627-8176 FAX TO: Michael Rose FROM: Joha O'Leary PAGES: 2 including cover DATE: FAX: CC: RE: URGENT FOR REVIEW PLEASE COMIENT PLEASE REPLY Comments: 0' L 1� Ke Beam® Calculations Keymark Engineering lrte y 6707 Winchester Circle 04/24/08 Boulder.CO 60301 Phone-303443-2068 02:09 PM EWP)oes@keymark.com 4 of 4 iFAGaM04J031 4.503p jeb:Zso feria Rd +.0.1Pm 1�.aA+se$14 Sewhw.7I=C7 Son1•crwoaicn Member Data Description; Member Type:Beam Application:Floor Lateral Bracing:Continuous Top Standard Load: Moisture Condition:Dry Building Code:IBC/iRC Dead Load. 15 PLF Deflection Criteria: U360 We,LJ240 total 1.000"max.LL Live Load: 40 PLF Deck Connection:Nailed Member Weight: 21.0 PLF Filename:Newberry Horn Other Loads Type Trib. Dead Other (Destxiptian) Begin End Width Start End Start End Category Replacement Uniform(PSF) 0' 0.00" 25 0.00" 4' 0.00" 10 10 Live Additional Uniform(PSF) V 0.00, 25' 0.00" 4' 0.00" 15 30 Snow Additional Uniform(PSF) 0' 0.00" 2v 0.00, 61 6.00" 10 30 live Additional Uniform PSF 01 0.00" 25' 0.00" 13' 0.00" 15 30 Snow •h•�+"'.h.r11' ";•M.:N IW'd.LM1 r, 777, w..4 v.•It ':'1. il!. .1'Ji :1••M•i "1'11FILI III •.I'Q.l'�JIIW.4MIY.IYn/.J.r.�. '.M1.l . wNYf6o..J.l.i lib/ti.• ,dI.HI 4'11'a'i''A1r: .y1H1• .1. "41'nr ..I.'.rrr. 1 2500 2500 Bearings and Reactions Location Type input Length Min Required Gravity Reaction Gravity uplift 1 V 0.0D0' Wan WA 4.501" 118150 — 2 25' 1.750' wan MIA 4.501' 118150 — I Ma)dmum Load Case Reactions u..a rd•ppyyp r+�e,er torn.weq b wrtrty mrmnl«s i Dead Live Snow 1 479M 2955ik 6412# 2 479M 2955# 6412# f I Design spans 25 1.750' Product:2.0 PjgidLam LVL 13J4 x 24 2 ply Comporant Member Design has Passed Dosign Checks." Minimum 4.50"bearing required at bearing#1 Minimum 4.50"bearing raquis td at bearing#2 Design assumes continuous literal bracing along the top chord. Allowable Stress Design /1dua1 ggovrable Capacity LACatIOp Loading Positive Moment 74277.*# 85630_`# 86% 12.5T Total load D+0.75(L+S) Shear 9936.# 18354A 54% 2S.14' Total bad D+0.75(L+'S) TL Defection 1=4' 12573' 1.1287 12.5T Total load D+0.75(L+S) LL Defection 0.6233" 0.8382' U484 12.5T Total load 0.7 L+S Controt Pos"Moment Dols: UvB=100%Snomc=115% RooM125%1Mnd=133% hUnuictrefs WatallaWn guide MUST be consulted for mid4ly corV okm delalls and altematives G Y.'te�p5riratll l+r nrrloala 1wa..ralrerotNRlw�w"a.wra caer•wlo,se.xoos q«.r.�l fi•.olro.,un nli wags rl�vm. O. 1 9s0 • ter e�Nn0 Ya1�1Mp+M d•tiaerhYc ompar�nl elr..o..P•rMw M e,.o■elw r.."r M++f W '-hod ,Vr Z +►'�� ya.plr.w.tM•eaaarl.prYy cwr rrrcTl"& ti 8nl�n w ewq war cry Y"t N 8m)d.tm.prrt 4/n Vag >de.len�Y�r110�•Dlwr•EreWpl O�I/r btae�tr��dn/110n/.wlf♦WM+"�Kder.TnY�C" �tyv N \� �R .� S/S 'd ESL 'ON WdLI •� 800Z '6Z 'add Key ring, KeyBeam® Calculations 670mark Winchester Girl Inc 6707 Winchester Circle 04/24/08 Boulder,CO 80301 phone:303-4433-2068 i 02:09 PM EWPjobs@keymark.corn 2 of 4 7 Floor Joist, Beam, and Girder Component General Notes 1. FLOOR JOIST, BEAM,AND GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter,this set of general notes,individual floor joist, beam,or girder design drawings. The cover letter lists the contents of the Member Component Document. Each sheet of this Member Component Document is an integral part of the whole,and shall be used only for the specific job name listed on the cover letter. This Member Component Document is the exclusive property of Keymark Engineering,and shall not be copied,transferred,or reproduced.In whole or in part without the written consent of Keymark Engineering,inc..Copyright Keymark Engineering,Inc.,2005, ALL RIGHTS RESERVED. 2. COMPONENT DESIGN This design is for an individual bulding member component and has been based on information provided by the went The Member Component Designer disclaims any responsibility for damages as a result of fautty or incorrect information,specifications,and/or designs furnished to the Member Component Designer by the client and the correctness or accuracy of this information as It may relate to a specific project. The Member Component Designer accepts no responsbbl4ty and exercises no control with regard to fabrication,handling,shipment,and installation of member components. Each member component specified herein has been designed as an individual building component Each component shall be incorporated as part of the building design by a Building Designer(registered architect or professional engineer,as applicable). The Building Designer shall review the design loading, member component geometry,and all other aspects of each component design to ensure that the data shown are in agreement with the local building codes,local climatic records for snow or wind loads,project specifications,or special applied loads. 3. FABRICATION NOTES Prior to tabrication,the fabricator shall review this Member Component Document to verify that this Member Component Document is in conformance with the fabricators plans and to realize a continuing responsibility for such verification.Fabrication of member components shall riot proceed until the fabricator has certified drawings in hand. 4. PRECAUTIONARY NOTES Refer to the manufacturers recommendations for instructions on handling,bundling,and delivery of the member components specified herein. 5.MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturers recommendations for instructions on allowable modifications of the member components specified herein. 6. MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with ffte component designs specifled herein. Web stiffener requirements at hangered connections depend on the connection style and are not Included in this design.Supported components attached to the side of this member with reactions greater than 4o0 lbs shall be attached in such a way to preclude twisting of this member. 7. MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any connections between the member component and other elements of the overall structure is not provided with the component designs specified herein. 8. UPLIFT REACTIONS Floor joists,beams or girders with multiple spans may generate uplift reactions due to gravity loads. The reactions shown in these calculations assume that all of the bearings are infinitely stiff. The Building Designer shall review all reaction forces and ensure that the structure can generate uplift reactions appropriately. a w�a+o�wanes ry Ifer.nt�a.r er,pr...w.M aar+�f�0 a.d reran.Ey,1ala1 wi ti s.�v►,�.M/e�.t+°"el°r""'°°`°c w+��.�eayo eenr anawrr�.s7 our larla.a>twrb ea,sra�.���a ar Iirti T+.�M ,,yy�� .r.+w.wm,armrw.,.mda�es,.rwl�awv.�w X.,,sk E�1V S/E 'd ESL 'ON AdLI t 80OZ '6Z 'M Keymark Engineering,Inc. KeyBeam® Calculations 6707 Winchester CircleBoulder,CO 80301 04/24/08 Phone:303-443-2068 02:09 PM EWPjobs@keyma&coM 3 of 4 9.LATERAL BRACING CONDITIONS When the Lateral Bracing condition is stated as'Continuous'.this is defined as a lateral support for both the top of the member and the bottom of the member along the entire length of the member. it Is important to note that the compression flange is therefore assumed to be always fully braced. I 10. MULTI-PLY COMPONENTS Multi-ply components shall be c6nnected together in accordance with the manufacturer's recommendations. 11. BEARING LENGTH The Input Brg.Length'listed on the individual floor joist,beam,or girder design drawing is the actual length of bearing at that location. The Vincmum 8rg.Length"on the individual floor joist,beam,or girder design drawing is the minimum required length of bearing at that location.The length of the bearing is measured along the length of the member. The width of the bearing is measured perpendicular to the length of the member. Each ply of the member shall be supported for the full member width,for the full required minimum length of the bearing. See detail below. 12a. POINT LOADS ON I-JOISTS for'KEYBEAMV Point loads applied over a bearing are considered to be carded by the!joist Therefore the point loads over the bearings will be considered when evaluating the interior and end reactions. 12b. POINT LOADS ON I-JOISTS, BEAMS OR GIRDERS FOR'KEYBUILD®STRUCTURE" Point loads applied over a bearing are assumed In this calculation to be carried not by the l joK beam,or girder,but instead by either rim board,squash blocks,or some other means. Therefore the points loads over the bearings will not be considered when evaluating the interior and end reactions. 13. PONDING WARNING Where componenft are used in roof systems,these component have not been investigated for the effects of ponding. The Building Designer shall ensure that adequate drainage has been provided,and that the roof system as a whole is not susceptible to ponding. k t IL ' A , 'r-�tAAti LfF M oeaetn�"s.Wrm1a W e�trqAN r� Ceplr7pgM1Gl�K6i�wUr—A[1,ROWS xESEtvm. teL N.�q�a MOPS YM`a M41dw1a�1 Ao�slf 7aMi,edw MA1M�MrM NA6t<1W 6aM7�t�1 V.W. ivatM�tlMrwd Al,M�iU traMeery BEM wtN,wW�t+r�..��i1YMM Nb�� f�ow�t'a ewYy.re ODImDb Owiv+aihrY f,rlart a.sq aw•�w�r�e �,p,pMRir,nWSoO�yaMni„nlae.h,e.rawW.� 1peiskf+�y S/� 'd ESL 'ON NdLI ti 800Z '6Z 'add ti :� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 26�iqL APPRO D 1540 SULLIVAN AVENUE Bldg.Permit# �, ,., . ,�a►- 644-2511 ext. 230 U � D to" Building hispect6r Application must be printed or typed FEE SCHEDULE )Location of Job: $0-$1,000=$15.00 F�Te�nant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT /�/l/r�cy�/�P�1 s I r C�� G` 6�ec I-Il[_. APPLICANT ADDRESS APPLICANT PHONE# __$ZD O W N g Fq OWNER V OWNER ADDRESS vZSD 7 0 ,. • , E" OWNER PHONE C ESTIMATED COST$ zO DD , O CU IS THIS A CONTRACT COST? 'Yes _No FEE ENCLOSED$ SO 0 TYPE OF JOB: R'C Now Installation l ✓Alteration/Addition/Repair Revised 4/01//2t102 APPLICATION FOR ELECTRICAL PERMT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A 9 Y BUILDING PERMIT APPLICATION? ES ❑ NO U RESIDENTIAL ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑ MERCANTILE FUTURE USE AND OCCUPANCY Q-- ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD ly r' e 6-P r SIZE OF SERVICE /D d SIZE OF MAIN CONDUCTORS a NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑INO NUMBER OF LIGHT CIRCUITS _ NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES_0 NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES O NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. / DESCRIPTIOJN OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TS STATE SIGNATURE OF APPLICANT DATE_ -5- 201300095 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/22/2013 GIS ID:33300250 FEE: 10.00 MUNIS APPLICATION# 200800557 BUILDING DESCRIPTION: APPLICANTS •4 z LOCATION NAME: NEWBERRY HOME COMPANY,LLC. ADDRESS: 250 FOSTER ROAD ADDRESS: 106 HORIZON LANE f` `- ! f ``` OWNER: r-•SALAZAR MANUEL H&IRENE GLASTONBURY,CT 06033 a�., 250 FOSTER ROAD s' m `SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: EXTEND MASTER BEDROOM SPECIAL CONDITIONS: , ALL WORK TO BE DONE IN ACCORDANCE'WITH THE+APPLICATION-AND PLANS,APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/22/2013 3:14 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000510 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 09/26/2014 GIS ID:33300250 FEE: 105.00 MUNIS APPLICATION# 201401311 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EDDY BARBARA L ADDRESS: 250 FOSTER ROAD ADDRESS: 250 FOSTER ROAD OWNER: EDDY BARBARA L SOUTH WINDSOR,CT 06074 250 FOSTER ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF WOOD INSERT IN BASEMENT FIREPLACE AND PELLET STOVE IN SUNROOM. SPECIAL CONDITIONS: ALL WORK TO BE DONE ►N ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/26/2014 3:32 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000148 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/17/2013 GIS ID:33300250 � i`� _. FEE: 90.00 MUNIS APPLICATION# 201300453 BUILDING DESCRIPTION: APPLICANT/� ` E' LOCATION NAME: SALAZAR MANUEL R&IRE NE ADDRESS: *-259 tOSTER ROAD ADDRESS: 250 FOSTER ROAD " OWNER; SALAZAR MANUEL SOUTH WINDSOR,CT 06674 .j �` ¢ "- 250;FOSTER ROAD " ,SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROOF-MOVE ONE LAYER'AND INSTALL ONE;LAYER OVER. � r �� ��< •*� :�=',,s�' 1ST p� SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE`WITIi THE,,APPLICATION,AND PL�t1NS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: b k°' � �f• �.' OCCUPANCY GROUP: `r� BUILDING OFFICIAL ��,, 4/17/2013 1:13 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200237 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 06/25/12 GIS ID:33300250 FEE: 105.00 MUNIS APPLICATION# 201200797 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KENNEDY'S PLUMBING AND HEATING CO. ADDRESS: 250 FOSTER ROAD ADDRESS: 624 WETHERSFIELD AVENUE OWNER: SALAZAR MANUEL HARTFORD,CT 06114'', 250 FOSTER ROAD SOUTH WINDSOR,CT 06074 ;g DESCRIPTION OF WORK: INSTALLATION OF ONE 3-TON HEAT PUMP AND ONE 50-GALLON ELECTRIC HOT WATER HEATER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/25/2012 3:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200226 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/09/12 GIS ID:33300250 FEE: 30.00 MUNIS APPLICATION# 201200838 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ANDRE BATISTA ADDRESS: 250 FOSTER ROAD ADDRESS: 12 OAKWOOD DRIVE OWNER: SALAZAR MANUEL EAST WINDSOR,CT 06088 250 FOSTER ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: SERVICE UPGRADE TO 200 AMP,A/C UNIT AND HEAT PUMP INSTALLED SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE.WITN TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/9/2012 12:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300381 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/04/2013 GIS ID: 33300250 FEE: 30.00 MUNIS APPLICATION# 201301223 BUILDING DESCRIPTION: APPLICANT,44,.,. ':." LOCATION NAME: ADVANCED CONCEP'TS,"LLC ADDRESS: '250 FOSTER ROAD , ADDRESS: 64 KENNEDY ROAD s' 6') $'� - OWNER: SAC�.ZAR MANUEL I—.- MANCHESTER,CT 4042'1 250,FOSTER ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CHECK OUT EXISTING WIRING IN FINISHED BASEMENT. CORRECT VIOL'A'TION"S"WHERE VISIBLt.,ADD EXHAU$t,FAN TO BATH I N B A S E"M-8'N*T. , *' SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE',WITIIjI48 APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/4/2013 2:46 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE