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Home My WebLink About200 HEMLOCK AVE DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APP Ov 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 M.230 (Date) (Building I ec r) Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street n��,AI Lot No. Over$1,000- /� /►?�OGir !,V zT $15.00 per$1,000 4� or any fraction thereof Tenant Designation Apt.No. APPLICANT l ( ,,�y► ti APPLICANT 4PDRESS O � D APPLICANT PHONE# 0 OWN St► OWNER Lie '� r '4� OWNER ADDRESS 2 l^ J/ - b O(.Lu fit t _ii'�iQ1 o"V / M. OWNER PHONE 'Zg 7 I Z3 In C ESTIMATED COST $ �h, Cx16 IS THIS A CONTRACT COST? V1'ES NO t FEE ENCLOSED$ 2 S TYPE OF JOB: -- t-2 97 R•C�� New Installation Alteration/Addition Repair 2p17 o(-7Z1 Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? DYES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL 13 FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION /-&&IZE OF MAIN DRAIN NO.OF TOILETS STYLE /! NO.URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES ENO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE 16,8 MANUFACTURER DESCRIPTION OF WORK 8 �, 3 LAJIJe 9 Q 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 f2ZX 7� 7� � � � 1 CONTRACTORS LICENSE Nq. TYPE STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT ;DEPART PON TOWN OF SOUTH WINDSOR PERMIT# Ap ' atio C BUILDING DEPARTMENT P D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg:Permit# Date wilding Inspector , Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000-$15.00 2 /G 14 �, l u l� u�,� 14 3 Over,$1,000 m Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Q if, l L C C APPLICANT ADDRESS 3 = /mil 0 R /J\( / 7 J61 ( 1- APPLICANT'S PHONE 4 �3- "� U AWN S� OWNER /<Rdae-� <,- LZ '* q� OWNER ADDRESS e,4 C Fr OWNER PHONE S C ESTIMATED COST$ 1(rU u IS THIS A CONTRACT COST? Yes No VA ` FEE ENCLOSED$. TYPE OF JOB: '(cl dsOR•COS New Installation Alteration/Addition/Repair LA ZO 17vcs-7 Zf Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A. BUILDING PERMIT APPLICATION? ef YES ❑.NO RESIDENTIAL CURRENT USE AND OCCUPANCYT BUSINESS Cl ASSEMBLY FUTURE USE AND D OCCUPANCY V 7 �< ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEERS 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? El 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 0 �G/ /j Z Z1 Z <i0 R MP 3 p0-rc M c ��A� n.J J pA N TEE 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 (�0-�-ty L ( �- 4 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT t ��-- DATE �'f 2 3/I APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# i Appli BUILDING DEPARTMENT 1., p 636 y PRO 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date ding Inspector Application must be printed or typed FTenant FEE SCHEDULE Location of Job: $0-$1,000=$15.00 +� �udty, Over$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof signation Apt,No. APPLICANT UA7\S APPLICANT ADDRESS IS �'� cs�et� �� tj1 ;N � �T c�l•�t��3 APPLICANT'S PHONE# OWNER Orl N s�44 OWNER ADDRESS 2I L t4eV1 btA L,)(,L� y OWNER PHONE CESTIMATED COST$ IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ Iy TYPE OF JOB: dsOR•COS /New Installation - Alteration/Addition/Repair �Olbo \�3Lt Revised 03/05/10 . APPLICATION FOR HVAC PERNIIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: Q'jEATING ❑ RESIDENTIAL EZ A/C COMINIERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE L341T 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 EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(I NPUTBTUEO NET RATING(OUTPUT-BTUH)T— TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ 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) . FURTHER DESCRIPTION OF WORK t'`fit �1 ' '� 1 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. TYPE STATE SIGNATURE OF APPLICANT BUILDIJTG PBRMIfi 7� oQ3a1f STATE OF OONNEG'IICOT WORKERS'C70MMSAITO$COIL MSION B Permit AWKnit for Proper�Owners or Sole Proprietors .(Cann..GaL Stat f 31.28 6) Property bcabdat In the town of 5`'' �"►``�� • • Name of bmMing permit appliamt: U'4%3 Plean eheck one: 1._II do owner oftheabove pc+Qpaty. Z._vI am ttie sole pcoptiotor of a bosom 2&Name of busiaess t 2B.Fedaal Employer umfficatki Nmaber tFB N N.N......1..............................................N......N.....1.N..........9.....................�.MN Purwant to f 31-2Ebb,"a.pnp ty owner or solo proprietor[who]intsc&to act as a gonad arp pRl aap�y+ec"ma9Ptavido eitlmcioatifcaft ofwor wW compeusatim msmaaoe a.a aotaciaed afl�i8ivit...ststi�that he will rogaice proof cif aodom oompea:rtion io1300e for all employed on the job site is acoonknoe WA this cbspter.' Please check 1. I do not intend to act as i general ooatractW orp beipal employer. —[� here] Si ulfi re 9fVP. 2.—I-fifto to act as a gisat nr principal employer.Applfcnnt must either • pivvid a cmd&ste it*odmf compensation insurance or.sign the affidavit bblaw. ......N.....N...............N...........N......... ......N........NN................. ...........I......NM.N AWdxvft • .I bmby swear sad sliest fiat I vrm requite pcoof of viodoers'oo ticn hm moe for evap conhactoc,sttb000ttactor;or other—AM—..befotre he/she k wodc oa the above propafy ifl • sa�ocdaace witfi 8ie�'Waioers'C�ampetasatiaa A.ct.(ChmptefM I tmdacstaad thict ptr:uauot td�31-Z75 GCi.S.;o�'iobcs of:oocposatloa sad pactoo;s is a ' p P�Y electto be�oor3oded figm oo�xa ear fi i_waivecwhh So MpM!riate —--- , _— DiiW�t Offmc;clod fat a solo propriobor a busia.t is not requrcod to have co vocago unless ho T�__.__ • S3gtit�ro� SnbsBod and swoon to bofu a me dds day of (Notary PaMid Ccanmissaona of 8tie&Wim Cast) APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP O 1540 SULLIVAN AVENUE s"�4 644-2511.ext. 230 Bldg:Permit# Date Building Inspector , Application must be printed or typed FEE SCHEDULE Lqcation of Job: � $0-$I,0.00—$15.00 �) Erv► C Over A�v$1,000 m Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT LT r=/e fj)C co _,t_P-c— APPLICANT ADDRESS I C APPLICANT' PHONE# N S OWNER �T cQI G L f44 OWNER ADDRESS OWNER PHONE C � ESTIMATED COST$ /�D 'I G� IS THIS A CONTRACT COST? YesNo FEE ENCLOSED$ o ' TYPE OF JOB: OR•C0 New Installation t I �Alteration/Addition O 1 () `M(,kjz—— S 4� -�21�1'tao�Z� ..rl Revised 03/05/10 T APPLICATION FOR ELECTRICAL PERNUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? Cl YES ❑ NO ❑ RESIDENTIAL CURRY USE AND OCCUPANCY USINESS ❑ 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 IV4MG 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/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUSTBE SUBMITTED. DESCRIPTION OF WORK r - p THE UNDERSIGNED HEARBYAPPLIES 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 WO� _ CONTRACTORS LICENSE NO. TYP ST TE SIGNATURE OFAPPLICANT \ DATE I f �R eE%exK OL C1 Cw Itl1nrl {pp n • A ,t�'•eltiir%� Fr- :,� :e E:6t°er•,1� 1. 5VM-ZA .!! .SECO%o FLOOR PLAN ® yl r/"I y+ •••- Q Al APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1,17o boy I 'APP OV ; 1540 SULLIVAN AVENUE Bldg.Permit# j 6 - 644-2511 ext. 230 ll�DU 72 Date Building Inspector I Application must be printed or typed FEE SCHEDULE / \ l Location of Job: $0-$1,000=$15.00 Ile WVIN )Oc1 A1( Over$1,000= Street No. sum Lot No. J v 4 $15.00 per$1,000 ? or any fraction thereof Tenant Designation Apt,No. APPLICANT C)b bv. APPLICANT ADDRES � oZ\ � e ld C APPLICANT'S PHO # OWNER 8E4< OWNER ADDRESS cx5 OWNER PHONE C ESTIMATED COST$ /O 4 ,.l V IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF Ll,� �S O� New Installation OR C Alteration/Addition/Repair Revised 03/05/10 . APPLICATION FOR HVAC PERAM(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING ❑,AESIDENTIAL El �Vc CIS'COMMERCIAL ❑'VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LB41T 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 OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ 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 ALLAIR HANDLING\EQUIPMENT UDING KITCHEN EXHAUST EQUIPMENT) r VV V1 C X�� \-M +10 TOTAL SIZE OF SYSTEM(CFM) 1c FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY AP1PLICATION) FURTHER DESCRIPTION OF WORK nold e 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. CONNT ACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 13611:2 ,/00AV, �2 1 Nc*")061%v- c tiJ�,Aj cxa� i� ,Me A,vv"v-Ut1 F -------------- -------------------------------rIi 1 -r I ` PEDI CHAIR C ,r I - -- h X6l' -aEIAPLOYEELOUNGE �� i t � � t JL I 1 r 1 11'l, 20 E ETUuEEN } EACH PEDICHAIR247 j I rr rr VJ / ---------- ------------- 1 ------------- - --- >=------w--- -- - ! rTr r . r r PROPOSENEWTORt DRAT' - 1 FORPEDICMR IRS ANDSINk� 17;� 110 Q LD LD, 26, " ryr WAX I � i rr � I J I - r 4(r I I IIo/ LD' � I r LD 4 r r r t t L/--------------------------------------------- LI`IV-1 AREA ��:u o .2w 41-e-r I oc)LAe- arl l� 21& Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 2 0 0--,i3xnr Avenue Date: ,n 7 HVAC # Sprinkler# ___ Z lh 4- __ Estimated Cost $ O9O PDO FINAL APPROVALS _- ----- -_ Building :SIGN PLETE RED BOXED AREAS Permit Fee $ ! t0 b- Engineering TYPE OR PRINT ONLY Occupancy Fee $ t O ppr. for CO. 3Eng. Insp. Fee $ A — ON REVERSE SIDE Total Fee $ i�� 0PP - - -- - TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Pierce B u i 1 d e r s, Inc Location of Work Lot No. Applicant's Address 522 Salmon Brook St Tel.# i- Town Cranby, CT Zip n6035 Lic.# 903IC15— Owner pin-,h Luu Architect SchnPnrardt Owner's Address 207 Ducklanrl, S. W i nd s 0 Architect's Address2 Tunxis, Tariffvit le, (IT south lqin sor, (IT Zip06n74 b5f�``1510 Zip Sq. Ft. New Area: 1 st FI. 4500 2nd FI. a 3rd FI.MQ Eh Total New Area 9 0 0 0 Purpose of this permit Foundation / ir,, �o y �, f;^��C� or /:S;L City Waterkt; Well❑ Septic Systemo Sewerq; Ins: HO SP f t. Area Basement Garage Approved by Date C � _ Use Group Construction Type Revised W2 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 uildi g and its us s allowed. Signed I hereby apply for a Certificate of Occupancy or the work describ in this application for the permit. Signed DO NOT WRITE B OW THIS LINE INSPECTION COMMENTS L Electric# ,.2oo APPLICATION FO B F MIT Plumbing# — HemmCk_ D HVAC # a� 9�8� Roadf. fill Sprinkler# _ - - - - t FINAL APPROVALS Estimat8_ Pt��EPAR Building COMPLETE RED BOXED AREAS Occupancy ee 10 Engineering TYPE OR PRINT ONLY i Eng. Insp. Fee $ AffidavitSIGN ON REVERSE SIDE J _ea Appr. for CO. _ - Total Fee $ sa�$ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work .2-o7 Lot No. Applicant's Address Tel.# b (944-33514 Town Zip Lic.# Owner A I+1J_4 t LU Architect bah M CDC-- K'� K U Owner's Address 207 &L, G fal,t D k? Architect's Address :2 7(1 N x 1 R.U, S;U i A-- //,_ S 4") . �,Yjl A 01CQ k , C-r 06-0 7 L1 Zip C'r Zip Sq. Ft. New Area: 1 st A. 2nd FI. SG`C 44 3rd FI. Total New Area Purpose of this permit tiidr\ �.dL City Water Well❑ Septic System❑ Sewer❑ Ins: HO Area Basement Garage Approved by a Use Group Construction Type Revised 6102I� b 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. 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 `O'MN Sf1 o � �i Town O-P soatA Z � 1540 SULLIVAN AVENUE• SOUTH WINDSOR. CT 06074 soR-CO TELEPHONE(860) 644-2511 March 21,2008 John I-I.Luu 207 Buckland Road South Windsor,CT 06074 Re:Temporary Certificate of Occupancy/Permit#800009 Dear Mr.Luu: This letter verifies your compliance with the State Building Code.This letter also represents your Temporary Certificate of Occupancy with contingent requirements as follows: 1) This Temporary Certificate is valid for thirty(30) days. 2) Completion of items detailed in your commitment letter submitted to the Planning and Engineering departments on March 21,2008. 3) Complete corrections list issued to you on March 19,2008. Thank you for your attention to this matter. S' lyyours, Christo e J.Do Chief Buil ' Official Cc:Inspector Michael Rose Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 200 Hemlock Ave I VACS' Date: Sprinkler# 900460 Estimated Cost $ 0 50?7 FINA v ALS Permit Fee $ Is Building COMPLETE RED BOXED AREAS Occupancy Fee $ (<d - Engineerin TYPE OR PRINT ONLY Eng. Insp. Fee $ Afftdavit pr.f Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ � 1 � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ .� The undersigned hereby applies to do work according to the following: ( �t. OJ Applicant Location of Work Lot No. Applicant's Address 1.SO 4/0*Qr* Pr". Tel # C8(t! i9—Z JT.00 Town Zip O O/// Lic.# Owner Architect Owner's Address A/16 ffPJrsl� �ye�J Architect's Address ,2 eGtm Zip O tirto `759 Zip Sq. Ft. New Area: 1 st FI. / OD >� d FI. 3rd FI. Total New Area Purpose of this permit City Water❑ Well ❑ Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date /4/Yfff Use Group _� Construction Type Revised 1108 CIVL 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 whioirthm4ilcl is use is allowed. Signed / I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS of INSPECTION FIELD SHEET O1/28/10 Printed by Peart, Dayshell 15 30 31 INSPECTION: 25262 FOOTING PERMIT: STATUS: APPLICATION: 200900928 LOCATION: 200 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350200 OWNER: LUU DINH HOANG NGUYEN TRANG CONTRACTOR: DESCRIPTION: BUILDING WALLS INSIDE OF THE SPACE /KUMON WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: SCHEDULED: COMPLETED O1/28/10 UNPAID FEES 45 00 Date Time TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 61/28/10 ROSE N/A B002 FOUNDATION 11/20/09 ROSE PASS B003 FRAMING (ROUGH) O1/28/10 ROSE N/A B004 INSULATION O1/26/10 DOUG PASS BO10 FINAL O1/28/10 ROSE N/A E001 ELECTRIC SERVICE O1/28/10 ROSE N/A E002 ELECTRIC UNDERGROUND 11/20/09 ROSE PASS E003 ELECTRIC ROUGH 11/23/09 ROSE N/A E009 ELECTRIC OTHER O1/28/10 SUMM PASS F005 FM PENETRATIONS/SEPERATION O1/28/10 SUMM PASS FO10 FM ABOVE CEILING O1/28/10 SUMM PASS F015 FM FIRE ALARM TEST O1/28/10 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING O1/28/10 SUMM PASS F035 FM EXITS O1/28/10 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION O1/28/10 ROSE N/A H002 HVAC UNDERGROUND O1/28/10 ROSE N/A H003 HVAC ROUGH O1/28/10 ROSE N/A P002 PLUMBING UNDERGROUND O1/28/10 ROSE N/A P003 PLUMBING ROUGH O1/28/10 ROSE N/A P004 PLUMBING GAS TEST O1/28/10 ROSE N/A S003 SPRINKLER ROUGH O1/28/10 ROSE N/A S005 HYDRO TEST O1/27/10 SEAL PASS Z003 CO PLANNING INSPECTION DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 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 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT f; _ A N( C (_f-= M So Nl APPLICANT ADDRESS rh Q (f 'S0 L4-C-12 C !R-I) LL 14LaZQ k/ . ' T 0 2 R APPLICANT PHONE# Rc 0 _ �z 7 1 OW N S N OWNER 1a Ff I'( 04 tcu y OWNER ADDRESS \Y-(/ n,(n50 P. 0 r e) 0 r i� E" OWNER PHONE G O - 6 �j C ESTIMATED COST$ / g D() o e * w IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ ?,L1 r��s O�� TYPE OF JOB: ( tp(n.. OR.C New Installation _Alteration/Addition/Repair ?Jq�"' Revised 4/Ol//2t)02 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: HEATING ❑RESIDENTIAL 4A/C UCOMMERCIAL ❑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 OF FUEL ❑OIL--GPM OIL TANK LOCATION:❑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) 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. ,q LA ( -- l ct Sq 4 VAS D u C i <-- CONTRACTORS LICENSE NO.ALA TYPE STATE SIGNATURE OF APPLICANT ALA x( ('M�AQz f DATE 1 O l 2c( 0 l7 i System Checksums By Valued Customer System-001 Packaged Terminal Air Conditioner COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7/10 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 76/67/84 OADB:Peaks OADB: 7 SADB 60.7 78.1 , Ra Plenum 75.4 69.8 Space Plenum Net Percent; Space Percent Space Peak Coil Peak Percent Return 75.4 69.8 Sens.+Lat Sens.+Lat Total Of Total 1 Sensible Of Total Space Sens Tot Sens Of Total Ret/0A 75.5 64.1 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0, Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0; Roof Cond 0 0 0.00 Glass Solar 37,042 0 37,042 611 46,457 88 Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 390 0 390 11 -3,067 -6 Glass Cond -18,460 -18.460 35.73 Cooling Heating Wall Cond 290 140 430 1: -77 0, Wall Cond -1,787 -2,686 5.20 Diffuser 3,297 3,297 Partition 0 0 0' 0 0' Partition 0 0 0.00 Floor 0 0 0 0 0' Floor 0 0 0.00 Terminal 3,297 3,297 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 3,297 3,297 Infiltration 2,028 2,028 3 -1,668 -3, Infiltration -9,551 -9,551 18.49 Sec Fan 0 0 Sub Total=_> 39.751 140 39.890 66, 41,644 79 Sub Total=_> -29,799 -30.697 59.41 Nom Vent 300 300 AHU Vent 300 300 Internal Loads Internal Loads Infil 136 136 Lights 6,963 1,741 8,703 14 6,963 13 Lights 0 0 0.00 MinStop/Rh 0 0 People 7,500 0 7,500 12, 3,750 7: People 0 0 0.00 Return 3,433 3,433 Misc 0 0 0 0: 0 0: Misc 0 0 0.00 Exhaust 436 436 Sub Total=_> 14,463 1,741 16,203 27, 10,713 20 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 232 -232 0 01 209 0:Ceiling Load -111 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 4,474 7; 0 0:Ventilation Load 0 -21,068 40.78 Leakage Ups 0 0 AdJ Air Trans Heat 0 0 01 0 0 1 AdJ Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 ,Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 100 -0.19 ENGINEERING CKS Exhaust Heat -209 -209 0' OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0, Additional Reheat 0 0.00 %OA 9.1 9.1 Duct Heat Pkup 0 0 0 cfm/fV 1.94 1.94 Underflr Sup Ht Pkup 0 0, Underfir Sup Ht Pkup 0 0.00 cfm/ton 655.53 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'/ton 337.98 , ' Btu/hr-ft2 35.51 -30.39 Grand Total=_> 54,445 1,439 60,359 100.00 52,566 100.00 Grand Total==> -29,910 -51,665 100.00 No.People 15 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWBIHR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/lb W (%) MBh cfm OF OF Main Cig 5.0 60.4 50.8 3,297 75.5 63.1 66.7 60.7 57.1 64.2 Floor 1,700 Main Htg -51.7 3,297 64.1 78.1 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 5.0 60.4 Wall 1,190 480 40 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -51.7 Project Name: TRACE®700 v6.2 calculated at 09:18 AM on 10/09/2009 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\Salon.trc Alternative-1 System Checksums Report Page 1 of 1 tl � System Checksums By Valued Customer System-001 Packaged Terminal Air Conditioner COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr. 7/10 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB=B/HR: 76/67/84 OADB:Peaks OADB: 7 SADB 80.7 78.1 Space Plenum Net Percent; apace Percent' Ra Plenum 76.4 69.8 Sens.+Lat. Sens +Lat : Space Peak Coll Peak Percent Return 75.4 69.8 Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.5 64.1 Btu/h Btu/h Btu/h Btu/h (%)• ; Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ,Envelope Loads Fn BldTO 0.0 0.0 Skyifte Solar 0 0 0 0; 0 0; Skyllte Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylita Cond 0 0 0 0 1 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0 Roof Cond 0 0 0.00 Glass Solar 37,042 0 37,042 611 48,457 88: Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 390 0 390 1 -3,087 -8: Glass Cond -18,460 -18,460 35.73 Wall Cond 290 140 430 1 -77 0, Wall Cond .1,787 .2,688 5.20 Cooling Heating Partition 0 0 0 0 0' Partition 0 0 0.00 Diffuser 3,297 3,297 Floor 0 0 01 0 01 Floor 0 0 0,00 Terminal 3,297 3,297 Adjacent Floor 0 0 0 01 0 01 Adjacent Floor 0 0 0 Main Fan 3,297 3,297 Infiltration 2,028 2,028 3; -1,668 -3; Infiltration -9,551 -9,551 18.49 Sec Fan 0 0 Sub Total=_> 39,751 140 39.890 66: 41.644 79: Sub Total=_> -29,799 -30,697 59.41 Nom Vent 300 300 ' AHU Vent 300 300 Internal Loads Internal Loads Infil 138 136 Lights 8,963 1,741 8,703 14: 6,963 13; Lights 0 0 0.00 MinStop/Rh 0 0 People 7,500 0 7,500 121 3,750 7, People 0 0 0.00 Return 3,433 3,433 Mist 0 0 0 0: 0 0: Misc Sub Total=_> 14,463 1,741 16,203 27, 10,713 20, Sub Total=_> 0 0 0.00 Exhaust 436 438 0 0 0.00 Rm Exh 0 0 Ceiling Load 232 -232 0 0 209 0 Ceiling Load -111 0 0.00 Leakage Auxiliary Dwn 0 0 Ventilation Load 0 0 4,474 7; 0 0:Ventilation Load 0 -21,088 40.78 Leakage Ups 0 0 Ad)Air Trans Heat 0 0 0: 0 0 Adj Air Trans Heat 0 0 0 D+humld.Ov Sizing 0 0: ;Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0:Exhaust Heat 100 -0.19 ENGINEERING CKS Exhaust Heat -209 -209 0, ;OA Preheat Dlff. 0 0.00 Sup.Fan Heat 0 01 RA Preheat Dlff. 0 0.00 Cooling Heating Rot.Fan Heat 0 0 0: ;Additional Reheat 0 0.00 %OA 9.1 9..1 Duct Heat Pkupp fm/ft' 1.94 1.94 Underflr Sup Ht Pkup 0 0: ; Underflr Sup Ht Pkup 0 0.00 cfm/ton 655.53 Supply Air Leakage 0 0 Of Supply Air Leakage 0 0.00 fN/ton 337.98 Btu/hr-fN 35.51 -30.39 Grand otal-> 64,445 1,439 60,359 100.00 52,566 100.00 Grand Total w" -29,910 -51,665 100.00 No.People 15 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coll Airflow Enter DBIWB/HR Leave DB/WB/HR Gross Total Glass Capacl Coll Airflow Ent Lve ton MR MBh cfm 'F -F gr/lb 'F 'F gr/ib ft' (%) MB� cfm •F •F Main Clg 5.0 60.4 50.8 3,297 75.5 63.1 66.7 60.7 57.1 64.2 Floor 1,700 Main Htg -51.7 3,297 64.1 78.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 5.0 60.4 Wall 1,190 480 40 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -51.7 Project Name: TRACE®700 v6.2 calculated at 09:18 AM on 10/09/2009 Dataset Name: C:1Documents and SettingslcciancllMy Documents%TRACE 700 ProjecW.Salon.trc Alternative-1 System Checksums Report Page 1 of 1 -i--------------------------------- ---------------------------------i-------------------------------- ---------- 1 I 1 I I I I 1 I 1 ' 1 I I I `r�" CLASSROOM MAIN CLAS 1 , I 1 ' iv I , , , 1 ( I V " !3'-0" 5'-0° 3'-0" 4'-�" 4'-0" 2'-10 " 3'_0" i 12'-10 " I I o i i PROVIDE A CLOSURE AND N I I NO EXTERIOR HARDWARD DO ^_ 4 -0 x4 -0 x I I �x FIXED o ' r a g WINDOW I g ' ----- --N----- - - -�--- ----- --- - --„- - " �-- --�------------------ -------- .� 0 24 MIN � � 3'—0 x7 —0 1 2x6 WD STUD WALL I' OOR if c FLOOR TO UNDERSIDEPei = u 1 STOCK " ; M 1 OF DECK ABOVE W/ ROOM , CONF. RM. I - s 1/2" INSULATION � I I- N � I N � I 6'_0' 4 7-0� b� q 8 2� 4 3-8 4 12t_0N I 1 , I , 1 1 I Ln I I 0HECK-IN'P,%M. N WALL TO;BE REMOVED J R ROOM 1 Ire � I - ----------- ---J-- --— ^.__------ I I - , - I 1 , I � , I 1 ' I ' , , I '-3Z' 1'-6�" 3'-p" ' 1 , 1 RECEPTION III PIING TO BE 1 I ; - I LLED TO MATCH I ' 'r' ' VESTIBULE I � 1 1 g ----- I 1 I -L---------------------------------L--------I--- ------ -- --------I---------------------------------j---------- I I 1 , I ' AREA C LCULA I I , I 1 1 I I 1 I SPACE AREA EDUCATION 1142 s,f. I 1 I I 1 I 1 I I I 1 BUSINESS 239 s.f. I ASSEMBLY 247 s.f. 1 ' STORAGE 68 s,f FLOORPLAN GROSS AREA 1875 s.f TIE INTO EXISTING SUPPLY do RETURN DUCTS FROM 5-TON AHU TO SERVE TENANT SPACE /2� EXISTING 2406 2406 z 2424 000 R.G. 200 CFM EXISTING 24x 16 2406 1202 S.D. 285 CFM —07 ow- i V.D. V.D. 12x12 S.D. 10"0 N 10"0 285 CFMFUI + - -� TENANT SPACE #2 __ a r i V.D. V.D. i 10"0 li � 100 i N 1202 S.D. _ �— —� sr- 285 CFM — 12x12 S.D. :__ -- 12xi2 S.D. 285 CFM — i 285 CFM - V.D. -------� 100 I N X iV V.D. -,�T 10"0 V.D. - -- 111 ' 100lK§tY �IONIALON L"t. MANCHESTBA,CT TFNAM+2 FfTOUT 12x12 S.D. 12x12 S.D. 285 CFM 285 CFI —T-OO —CIt PL"' M-1 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT AP O 1540 SULLIVAN AVENUE Bldg.Permit# �r 644-2511 ext. 230 Date Til ing Inspector 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$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /Fo GG 0 'P— ( 1511— 11 APP ICANT ADDRESS .,Z L Y (44, ens 7- APPLICANT PHONE# �(o o s'�Y t c, c,- 3 0 W N S k. OWNER S •t a e OWNER ADDRESS CIO) M OWNER PHONE 0 0 ESTIMATED COST$ O IS THIS A CONTRACT COST? ►�Yes _No FEE ENCLOSED$ (°S TYPE OF JOB: lr1,IjSaR;CpN� New Installation _I,-�Alteration/Addition/Repairq a I Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILD- IS THIS APPLICATION ASSOCIATED WITH A ING BUILDING PERMIT APPLICATION? 0 YES 0 NO ❑RESIDENTIAL CURRENT USE AND OCCUPANCY O BUSINESS ❑ASSEMBLY FUTURE USE AND OCCUPANCY O MERCANTILE ❑EDUCATIONAL O INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIJCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD a SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? 0 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 BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK C r-c i rS�GI 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. TYPE STATE SIGNATURE OF APPLICANT DATE i DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT ERMIT# AppliZ ism TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT -!J 1540 SULLIVAN AVENUE Bldg.Permit# a v 644-2511 ext. 230 at Inspector Application must be printed or typed FEE SCHEDULE on of Job: C�Q�� xe r, $0-$1,000=$15.00 Street No1�t,) ` Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT i yhay / /arbQ-�- APPLICANT ADDRESS S C� C✓� S - ___ TG✓ o v-9 o o APPLICANT PHONE# kUd .Z 9 t ��yb SOW N St OWNER V% st0^5 SPA II OWNER ADDRESS 2 b 3 u G Q^ C (2o c, Sou ct ♦ OWNER PHONE 0 ESTIMATED COST$ f 600 IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ .3 0 1� TYPE OF JOB: �1tn DSO R•C o� New Installation _)S/_Alteration/Addition/Repair �I J� Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑ RESIDENTIAL USINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑ INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGE ❑ GARAGE ENGINEER'S NAME PHONE ❑ MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN 2 WATER PRESSURE AT STREET(PSI) G ARE SPRINKLER HEADS ALTERED? YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED )23.ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES kNO IF YES,CHECK ALL THAT APPLY: ❑ FIRE ❑ BOOSTER ❑ OTHER ARE STANDPIPES PROVIDED? ❑YES -UN0 IS A SPRINKLER SYSTEM PROVIDED? ;KYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING 0 GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK ✓Ae,(,j 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. �1 TYPE STATE SIGNATURE OF APPLICANT DATE I O 3 ! � } Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 51.42 PSI Spr Req'd Flow: 230.97 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 330.97 GPM Building: ATTIC Total Pres: 51.42 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: COMB Supply... Occupancy: LIGHT Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: DRY Rated: 0.0 PSI@ 0.0 GPM Density: 6 HDS GPM/SgFt Boost Pres: (NA) PSI Remote Area: - SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 6' MAX SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIG-HT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: TYCO Model: TY4180 Available... Size: 3/4 P) 66.08 PSI@ 330.97 GPM K—Factor: 8.0 F) 51.42 PSI@ 1524.93 GPM Temp. Rating: 212 e00I� _ Margin... Pressure: 14.66 PSI Flow: 1193.95 GPM Sigma Dynamics Corporation 7700 Summory Sheet _, �'F;i ?�i?i��• ;�, , �� ., �•;: .. �. :, ..,, SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 VISION SPA ATTIC DRY SYSTEM FLOW TEST RESULTS Water Supply STATIC 67 00 PSI RESIDUAL 60.00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 331.0 GPM 66 .08 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 24 39 .51 38 .00 8 .00 24 39 25 38 85 38 .00 8 .00 23 .59 26 38 .42 38 00 8 .00 23 .06 27 38 .16 38 .00 8 .00 22 .75 28 38 .03 38 .00 8 .00 22 .60 29 38 .00 38 00 8 .00 22 .56 TOTAL WATER REQUIRED FOR SYSTEM 230 .97 GPM OUTSIDE HOSE STREAMS AT 0 100.00 GPM TOTAL WATER REQUIREMENT 330 .97 GPM PRESSURE REQUIRED AT 0 51.42 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 14 TO 20 13 .59 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 28 29 2 .635 L 6 .00 C=100 PT 22 .56 ( 29) Q 38 .00 F=0 F 0.00 PE 0 .00 NC T 6 .00 0 .0067 PF 0.04 27 28DQ 38 .03 2 .635 L 6.00 C=100 PT 22 .60 ( 28) Q 76 .03 F=0 F 0.00 PE 0 .00 NC T 6.00 0 .0243 PF 0 .15 26 27DQ 38 .16 2 635 L 6 .00 C=100 PT 22 .75 ( 27) Q 114 .19 F=0 F 0 .00 PE 0 .00 NC T 6.00 0 0516 PF 0 .31 25 26DQ 38 .42 2 .635 L 6 .00 C=100 PT 23 06 ( 26) Q 152 .61 F=0 F 0 .00 PE 0 .00 NC T 6 .00 0 .0882 PF 0 53 24 25DQ 38 .85 2 635 L 6 .00 C=100 PT 23 59 ( 25) Q 191 .46 F=0 F 0 .00 PE 0 .00 NC T 6.00 0 .1342 PF 0 81 23 24DQ 39 .51 2 .635 L 1 00 C=100 PT 24 40 ( 24) Q 230 .97 F=E F 4 .30 PE 0 .00 NC T 5 .30 0 .1899 PF 1 01 22 23 2 635 L 28 .00 C=100 PT 25 .41 ( 23) Q 230 97 F=2E,T F 19 .40 PE 2 .17 NC T 47 .40 0 .1899 PF 9 00 21 22 2 .635 L 7.00 C=100 PT 36 .58 ( 22) Q 230.97 F=E F 4 30 PE 3 .03 FR T 11.30 0 .1899 PF 2 15 20 21 2 .635 L 12 .00 C=100 PT 41 .76 ( 21) Q 230 97 F=2E F 8 .60 PE 0 .00 FM T 20 .60 0 .1899 PF 3 .91 14 20 2 635 L 9 .00 C=100 PT 45 .67 ( 20) Q 230 .97 F=BV,DPV F 7.00 PE 3 90 FR T 16.00 0 .1899 PF 3 .04 13 14 4 .260 L 4 .00 C=120 PT 52 61 ( 14) Q 230 .97 F=0 F 0.00 PE 0 .00 FM T 4 .00 0.0131 PF 0 .05 12 13 4 .260 L 4 .00 C=120 PT 52 . 66 ( 13) Q 230 .97 F=382/0 F 382 .00 PE 0 .00 FM T 386.00 0 .0131 PF 5 06 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 11 12 6 .340 L 75 .00 C=140 PT 57 72 ( 12) Q 230 .97 F=E,T,GV F 56 .00 PE -6 .50 UN T 131.00 0 .0014 PF 0 .18 0 11 8 .450 L 75 .00 C=140 PT 51 40 ( 11) Q 230 .97 F=T,GV F 51.90 PE 0 .00 UN T 126.90 0 .0003 PF 0 .04 PT 51 44 ( 0) Sigma cs Corporation VISION SPA 7700 SupplyYa llDemand Graph 125 120 115 Margin 110 Pressure 14.66 PSI Flow 1193.96 GPM 105 100 95 90 85 80 75 CO) 70 CL 65• • LD 60 • a 55 $ 50 •� • 45 40 35 30 • 25 20 15 D 10 5 N 1.85 0150 300 450 600 750 900 1060 1200 1350 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 51.42 PSI @ 230.97 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 51.42 PSI @ 330.97 GPM BUILDINGS AND BUILDING REGULATIONS 4 14-31 ARTICLE I. IN GENERAL cable utility shall be submitted to the building official prior to the issuance of the demolition Secs. 14-1-14-30. Reserved. permit. (h) Signs. The permit fee for signs shall be ARTICLE H. BUILDING CODE $15.00 per thousand, or fraction thereof, of the estimated cost of the sign and its installation. Sec. 14-31. Construction and alteration fees. (i) Engineering inspection fees.Where an engi- (a) Generally. The building permit and trade neering inspection is necessary to establish com- permit fees shall be $15.00 per thousand, or pliance with an approved sitelplot plan for the fraction thereof,of the cost of the construction. issuance of a certificate of occupancy according to the zoning and subdivision regulations,an inspec- (b) Certificate of occupancy. The certificate of tion fee of $35.00 shall be assessed when the occupancy fee shall be $10.00. request for a site inspection is made. (c) Cost of project. Building and trade permit (Code 1978, §§ 10-201, 10-203-10-205; Ord.No. fees shall be based upon the cost of construction 127,11-9-90;Ord.No.139,§§10-201,10-203-10- and the materials to be supplied in conjunction 205,10-10-96;Ord.No.156,§10-201,7-6-99;Ord. with the project described in the permit. The No. 165,§§ 10-200-10-205,34-02;Ord.No. 166, owner or contractor shall supply the building 6-17-02) official with an estimate of the total job covered under the permit. All trade permits shall have individual costs and fees. (d) Accepted value. The cost of materials and I labor of a project accepted by the building official shall, in no case, be less than the guidelines offered for Connecticut in the latest building valuation data report published by BOCA[Build- -ing-Officials--Conference of America] Interna- tional. (e) Affidavit. An affidavit under oath under penalties of false statement of actual final cost for all new structures and major additions shall be signed by the owner, agent or contractor for the project prior to the issuance of a certificate of occupancy; and the fee shall then be appropri- ately adjusted. Affidavits for other construction permit costs may be required by the building official. M Moving of buildings. The permit fee for moving a building shall be $15.00 per thousand, or fraction thereof, of the estimated cost of the move.Any additional costs,such as traffic control or newspaper advertising, shall be paid by the applicant in addition to the permit fee. (g) Demolition. The permit fee for the demoli- tion of buildings shall be$15.00 per thousand,or fraction thereof, of the estimated cost of the demolition. Letters of disconnect from any appli- 6 Snpp.No.1 CD14:3 TOWN OF SOUTH WINDSOR AFFIDAVIT OF ACTUAL COSTS /PERMIT NO: eLdmDATE The undersigned, being a duly authorized representative do by this statement, certify that the actual costs shown below, of the project referenced by the Permit Number shown above,are true and accurate. This statement is being made pursuant to the Town of South Windsor Ordinance, Article II, Section 14-31, (a)thru(e),(see attached). I understand that verification for accuracy of actual costs may be made at any time by the Building Official through an appraisal of the work at the expense of the property owner. I hereby certify that the actual cost of the work performed under this permit is: a AV$ O� Signature of Permit Holder: Name(Please Print) Date: ................................................................................. State of Connecticut] ] ss South Windsor Date: County of Hartford] Personally appeared , as aforesaid, Signer and sealer of the foregoing instrument and acknowledged the same to be his/her free act and deed, before me. Notary Public Commissioner of the Superior Court My commission expires on BUILDING PERMIT STATE OF CONNECTICUT WORKERS'COMPENSATION CON USSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31-286b) Property located at co-:� 1"-L 6411•h In the town of Name of building permit applicant: �L LUUL Please check one: 1._L the owner of the above property. 2._I am the sole proprietor of a business. 2A.Name of business 2B.Federal Employer Identification Number(FEIlN) . .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general contractor or principal employer. i [Sign and stop here] Si p icant 2._sAl4nfend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applicatio eret� b`�y:� O BUILDING DEPARTMENT APkOVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Id . Permit# Date B 1 ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: C�0�- Lgtw - $0-$1,000=$15.00 Street No.` Street Lot No. Over$1,000= V1 (( $15.00 per$1,000 _ or any fraction thereof Tenant Designation Apt.No. APPLICANT D3 ,"oI-01 M�)cZ, (��¢ APPLICANT ADDRESS `1 APPLICANT PHONE# gw_ �QYr Ni S4. OWNER tu�-k OWNER ADDRESS V> �.��\ ?. IRA - 4N OWNER PHONE (o'-{�-k- 333 �1 C ESTIMATED COST$ 1� Sco .�; IS THIS A CONTRACT COST? _Yes _No a� �� FEE ENCLOSED$ SO CO�� TYPE OF JOB: R 'New Installation _Alteration/Addition/Repair Revised 4/01//2002 ( G 1r/L , APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? OYES ❑NO ❑RESIDENTIAL UtUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS O 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. DESCRIPTION OF WORK O w"c*1 Tso c- S Y3 Lon rns+tL.L 2po An? PaneL Oh 2-1- hoot- 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. )04-7o s C=- I C—) CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT `� G� DATE r DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT' tt Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT - - -�-- APPRO 1140 SULLIVAN AVENUE D 644-2511 ext. 230 -Bldg.Permit# Dat Building Inspecto NOV 2 7 20�� P South windso 9WARTMENT Application must be rinR�dW FEE SCHEDULE Location of Job: 1 FTenant $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT Gk S P� APPLICANT ADDRESS l 5 D T%&4,- Y1*A(,can O, 17rttA'.p ca's �- C r",vt 6u d- (Noah APPLICANT PHONE# 15.3 - 35 3 Cr O W N S F,q OWNER OWNER ADDRESS a o OWNER PHONE C ESTIMATED COST$ l ,a '00 rr .��► IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 413d'i %z f��sO' C O�� TYPE OF JOB: 11 R' L-14ew Installation _Alteration/Addition/Repair 3a 3 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: CHEATING Ll RESIDENTIAL C-A/C Q'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) "F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT INCLUDING MAKE&MODEL NO.) gr�llcs -�r- d� �c ers GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL--GPM OIL TANK LOCATION :❑ INSIDEO 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) 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. 6 3 Q 5 7 o 1 (S-0 3-1�. 4 C�• CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �,...= DATE U.S.A. Mechanical LLc Heating,Air Conditioning, Piping& Sheetmetal Public Act No. 91-95:An act concerning the requirement that licensed contractors as defined in Section 20- 338b of the General Statutes,must personally sign each building permit application. Date:November 27,2007 Town of South Windsor,Ct Re: Application for HVAC and Plumbing Permit Gentleman: In accordance with Public Act 91-95,this letter authorizes the below named agent to sign the above reference permit application. 1. Project Name:Vision Spa Project Number: LFN07012 2. Location 207 Buckland Road,South Windsor,CT 3. Starting Date: November 27,2007 4. Licensed Contractor's Name: Daniel Resendes 5. Licensed Contractor's Trade License No: 0395701 (S-1) 282636 (P-1) 6. Name of Agent: Joe Dinas 7. License Number of all Contractors involved in the work,if applicable Sincerely, Dan Resendes CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING capi"of We fwm am Corpora"Cornn"Skstions-Training Resource Center evala&4v to kwurvdr AMW FM Global.1161 Boston-Providence Tumpsts.P.D.Box 9102.Norwood MA 02062 PROCEDURE: Upon completion of work,Inspection and tests shad be made by the contractor's reprusentstivO and witnessed by an owner's-PrItsontative.AN defects*had be corrected and"am left In service before contractor's personnis!finally Wave the job. A certificate"be filled out and signed by both representatl"s.Copies shelf be prepared for approving authorities,owners and comraclor. tt Is understood the owner's representatives signature In no way PreiudlCes any claim against the contractor for faulty material.Poor workma s , or fa&xe to comply with approving authority's requirements or local ordinances. n hip NAME TE 7Aldt, AooREss gor,r o,,t1,,vv ACCEPTED BY APPROVING AUTH1ORlTrjSj NAMES ADDRESS -INSTALLATION-CONFORMS TOACCEPTED PLANS YES 0 YES NO EQUIPMENT YES N. USED IS APPROVED IF NO.STATE DEVIATIONS BELOW) NO YES HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YES 0 NO VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO.EXPLAIN: INSTRUCTIONS' HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN YES 0 NO ——— LEFT ON PREMISES? F NO.EXPLAIN: LOCATION.CF-." SUPPLIES BUILDINGS SYSTEM • • • yE AXE MODEL- MAN AR. ORIFICE SIZE QUANTITY TEMPERATURE UtACTURE RATING, e_ Fr^slc Ic o7 SPRINIMERS. v/#64 e 1/z Al� B4ears PIPE CONFORMS TO -V IPA, STANDARD Y ONO PIPE AND FITTINGS CONFORM TO STANDARDYES ONO FTrnkGS'-. IF NO.EXPLAIN: 'ALARM -.ALARM-DEVICE' MAXIMUM TIME TO OPERATE THROUGH TEST-:PIPE P...: AVE'OR-':-`:' MODEL MIN. .:'V L TYPE MAKE SEC. V1.5 0e— V-4 ry ;::::'INDICATOR;:.::::. 2 19 DRYMALVE.i. MAKE MODEL SERIAL NUMBER MAKE MODEL SERIAL NUMBER rl V, :AIR"- TRIP Poliff-AIR r :,PRES SURE PRESSURE. .P Outfit: ERA'TIN MIN. SEC. PSI I P PSI PSI MIN. SEC. MIN. SEC. ........ ...... ...... -TEST-*., WITHOUT Q.O.D. WITH G.O.D. IF NO.EXPLAIN: BSA(6199)FMRC PRINTED IN USA OPERATION: Q PNEUMATIC ❑ ELECTRIC ❑HYDRAULIC PIPING SED ❑ YES NO O MEDIA SUPERVISED? Q YES Q NO DOES THE VALVE 0 OM THE MANUAL TRIP ANO/OR TE CONTROL? 0 YES NO DELUCifc:i►.> IS THERE AN ACCESSIBLE FACILITY!!��Gl ❑YES Q NO : .< :':pEIEAC710N`?: IF NO.EXPLAIN Does each circuit op Does each circuit Maximum time to MAKE MODEL supervision loss alarm7 opersts valve release] operate release YES NO Y NO MIN. SEC: HYDROSTATIC:Hydrostatic tests shay be made at not less than 200 psi 113.6 bani for two hours or 50 psi 13.4 ban)above static Pns:ure in excess of 150 pal 110.3 ban)for two hours.Differential dry-pipe valve clappers shall be left open during test to prevent damage.AN aboveground piping leakage shag M stopped. P1�IEUMAnC stablish 40 psi>:DESCRIPTION E D (2.7 ban)air pressure and measure drop which shall not exceed 1.1/2 psi 10.1 ban!In 24 boon.Test pressure tanks at normal water level and air pressure and measurs air pressure drop which shay not exceed 1-112 psi 40.1 ban)in 24 hours. IF NO.STATE REASON r'•' .' ::..:_?: ::_t ALL PIPING HYDROSTATICALLY TESTED AT DO PSI FOR Z Hrs. >'•:: .:.::::::;.:::`;> :`' DRY PIPING PNEUMATICALLY TESTED] CR<ES Q NO EQUIPMENT OPERATESPROPERLY7 OYES NO hFADING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE. RESIDUAL PRESSURE WITH VALVE IN TEST PIPE DRAIN , �- TEST IAS! OPEN WIDE PSI Undergmund mina and leaden connections to system risen shad be flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NUMBER 8587 Q'Y/ES Q NO OTHER EXPLAIN 'FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING] 2r YES ❑NO );LANK NUMBER USED LOCATIONS NUMBER REMOVED r ' TESTIN6[:::p'r •:.GASKETS..' WELDED PIPING? a ES ❑NO IF-YES-...- DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS 010.9.LEVEL AR-37 YES ❑NO .)NEEDING>.:; DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9.LEVEL AR-37 M YES ❑NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT W COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED.THAT OPENINGS W PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED.AND THAT INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED] YES ❑NO : 1MRAUUC:'; NAMEPLATE PROVIDED? ❑YES ❑NO IF NO.EXPLAIN: ,,.....NAMEPLATE 4e, DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: ZZ NAME OF INSTALLING CONTRACTOR :TES TS:4VITNESSEO:BY ;;.SIGNATURES?` FOR PROPERTY OWNE nedl TITLEQ DA p FOR INSTALLING CONTRACTOR(Signed) TITLE DATE '0/0 0 "ern Ah yl•�►f/^i _Z " 08 ADDITIONAL EXPLANATION AND NOTES: ` e BSA BACK DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applicati PERMIT# TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Dat� �g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: r4,07?D� $0-$1,000=$15.00 Street No. Stleet Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT to S 19 W 1�QA� t 0 CL, APPLICANT ADDRESS 15 1) merit 4-e( 14 at t %i air �a�S C ap.-► . Cl+- 0 fo 0 3F� APPLICANT PHONE# 0 O W N St-4 Fq OWNER 6 4zww OWNER ADDRESS 1904 _ aw fOGfrrU 120a c1 +� OWNER PHONE Er C ESTIMATED COST$ * IS THIS A CONTRACT COST? lYes _No FEE ENCLOSED$ aQ TYPE OF JOB: SOR-CO % -piew Installation Alteration/Addition/Repair Revised 4i0 t//2002 --� APPLICATION FOR PLUMBING PERMIT (Continued from reverse Side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? 9-YrS O NO ❑RESIDENTIAL UIMUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL ❑INSTITUTIONAL❑FACTORY ENGINEER'S NAME �eS/%o �i yp CSS1 c w aA PHONE 9/-,'7 5-5 USTORAGE O GARAGE ADDRESS /(o S LSm/A 3a, ,e/4-4o &W ❑MIXED USE �1 CITY,sic/►t wevtel't� STATE C� ZIP 44&07 (Other please specify) TYPE OF INSTALLATION AIW SIZE OF MAIN DRAIN NO.OF TOILETS .2 STYLE .4S Cac�¢+ � NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES oZ NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS No.OF OTHER FIXTURES i KIND J oU► t Jo-r'S Sul(L ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES U-NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK /vi5��/ �/�✓�s,/ctrv� psi- �cv o res,LYGom S a,L. � �a.H,�'c �'OJ�'1 THE UNDERSIQNED HEREBY APPLIES FOR A PERMIT TO PERFORM TH WORK DESCRIBED AND IS'ro COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. I 0345701 5'-1 Of�TQ e�- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE S/ /p 7 III APPLICATION FOR SPRINKLER PERNUT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP a NO.OF STORIES 0 RESIDENTIAL WlibSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? WITS ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY (3v.S;niZSI ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑STORAGE ❑GARAGE ENGINEER'S NAME fae%eI I)rze W e c.k; PHONE k60 3y7 7766 ❑M[DCED USE (Other please specify) ADDRESS3� /j'lCti S 7� CITY t'+'Ji �G 1�Ow.-� STATE C--r ZIP 0` Y%)r 7 KIND OF INSTALLATION SIZE OF MAIN DRAIN 2 � WATER PRESSURE AT STREET(PSI) G ARE SPRINKLER HEADS ALTERED? U`ftS ❑NO IF YES,CHECK ALL THAT APPLY: GADDED 0 DELETED ❑ALTERED IF MORE 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW 60 WATER PRESSURE AT SPRINKLER HEADS(PSI) /S,J-0 ARE PUMPS REQUIRED? ❑YES CVO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? El YES WIVO IS A SPRINKLER SYSTEM PROVIDED? WgS ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING 9 0 GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI 1 / tI I DESCRIPTION OF WORK I J mj/ R/i 1�O✓i 1�!C i^ S V J 1 k .p e✓ ,Qk An.1 r �,L Cf 1 G" 1 cA bit.J - 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. TYPE STATE SIGNATURE OF APPLICANT,'%% �1 /H'n — DATE I DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Applic TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT ApP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 O �Bng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gn tion Apt.No. APPLICANT mi C,kr-e,( 14 ar6 e,(- _- APPLICANT ADDRESS &fs CA eeVg sf• Laff 1bw[&,d APPLICANT PHONE# k6O - Z 4 1 - jrd'ylo O W OWNER N S F,q nU �..�, 4.4. OWNER ADDRESSQ- Sa., -0 7 y CIO) . OWNER PHONE ESTIMATED COST$ c ; c Oct . IS THIS A CONTRACT COST? ✓Yes _No (� FEE ENCLOSED$ 600 , 00 �� TYPE OF JOB: OR-Co _V.-New Installation _Alteration/Addition/Repair Revised 4/01//1002 3W APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE O GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 9T6 SIZE OF MAIN CONDUCTORS_ C-�2 .5- Q L NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES,�3 NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUIT'S 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. DDESCRIPTION OF WORK Lcs — S -21 S S Aj4c- V 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. CONTRACTORSIICENSE TYPE STATE SIGNATURE OF APPLICANT DATE 01162 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR U BUILDING DEPARTMENT APPROV D 1540 SULLIVAN AVENUE Bld¢.Permit# b 644-2511 ext. 230 r7 3 1 t`t Date Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: F=iamntDe �� 4�� $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof on Apt.No. APPLICANT ��:,L , APPLICANT 9DRE S 'l V I I e.7 � i e- Vt C--1- o Go - APPLICANT PHONE# 0 VN N St OWNER OWNER ADDRESS 7 sci Or OWNER PHONE C ;D ESTIMATED COST$ 4 y, 6 n) w IS THIS A CONTRACT COST? DL Yes —No �G 4 � FEE ENCLOSED$ - SO O � TYPE OF JOB: R• New Installation 4 _Alteration/Addition/Repair Revised 4/01//2002 STATE OF CONNECTICUT DEPARTMENT OF PUBLIC SAFETY 1111 Country Club Road Middletown, CT 06457-2389 October 17,2007 BuildingOfficial Town Of South Windsor D D 1540 Sullivan Ave f' 3 z0Ol South Windsor,CT 06074-2734 South vy,,,u,or @0Q1kQ QEPAR.TUF4T Contractor/Installer: Bay State Elevator Co RE: Vision Spa & Salon 207 Buckland Rd South Windsor,CT 06074-3705 To All Contractors: We are returning your Blueprint No. C-15060, submitted on 10/17/2007, for one Passenger Elevator (State# 132-0034)to be located at the above address. These drawings have been reviewed,found to be in compliance with requirements, and are hereby approved for construction. Please note that no deviations from the approved plans are allowed without prior approval from this office. Scheduling new acceptance inspections should be made at least 5 working days prior to the required date. Very truly yours, ;.�� tY" 7' 0-0 �r�u Qc' Nancy C. DiMitruck, State Elevator Inspections Supervisor Approved by: 44tout& V4"Ck Enclosure DPS-0852-C Rev 03/06 An Equal Opportunity Employer FOR BUIDING PURPOSES ONLY f t 0 0 0 4 F C// cr- '1gtr,tH'li\1� PROPERTY OF ' y Its 4- d.lA .�o. D 1 q Atfl. RUCKLAND ROAD Wa k MAC , SCALE I HAYDEN L. GRISS:OLD C.S. own HAIR DESIGN 644-3334 OPEN MONDAY TH�:'' SATURDAY Servicing Men, Women & Children 6��2y� y�6�y�� . Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# bU �t��C� 1c <-c�us� Date: cs 2 Sprinkler# /!oG C;79 FINAL APPROVALS Estimated Cost $ �v Building COMPLETE RED BOXED AREAS Permit Fee $ /35 Engineering Occupancy Fee $_ to Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $_ Appr.forCO. ► SIGN ON REVERSE SIDE Total Fee $ � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ f The undersigned hereby applies to do work according to the following: Applicant �,j P H-+fj Location of Work 2W !T v/ Unfi Z►il- LotNo. 13 Applicant's Address �J �-iil ` ,I-Ad; 12c,�,,�� `�qL Tel # 60- ZZ Town �a^e,-�"�4`f�j -- - Zip—, —Lic.# -�11C-0163�91t;' Owner u-1 P*-,I#i Architect Q(_ t�J Owner's--Address-10 F� Architect's Address 141 Zip G-0 42 _ _ - Zip 0 Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area - Purpose of this permit NQI S Q1?10an oe Ugm t City Water J Well J Septic System ] Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date411, 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 distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its u is M6re . Signed ti-I Ptt+N I hereby apply for a Certificate o Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 43 32 INSPECTION: 90940 FINAL PERMIT: STATUS APPLICATION: 201601634 LOC: 200 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350200 OWNER: VISION SALON & SPA LLC CONTRACTOR: REQUEST BY: PROJ DESC: DEMO WORK AND REMODELING FOR NAIL SALON AND SPA. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 02/10/17 PRIORITY: SCHEDULED: 02/10/17 PM COMPLETED: 02/10/17 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: TCO ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/10/17 ROSE N/A B001 FOOTING 02/10/17 ROSE N/A B002 FOUNDATION 02/10/17 ROSE N/A B003 FRAMING (ROUGH) 02/10/17 ROSE N/A B004 INSULATION 02/10/17 ROSE N/A E001 ELECTRIC SERVICE 02/10/17 ROSE N/A E002 ELECTRIC UNDERGROUND 02/10/17 ROSE N/A E003 ELECTRIC ROUGH 02/08/17 DOUG PASS E010 ELECTRIC FINAL F005 FM PENETRATIONS/SEPERATION FO10 FM ABOVE CEILING F015 FM FIRE ALARM TEST F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION 02/10/17 ROSE N/A H002 HVAC UNDERGROUND 02/10/17 ROSE N/A H003 HVAC ROUGH 02/08/17 DOUG PASS HO10 HVAC FINAL 02/10/17 ROSE N/A P002 PLUMBING UNDERGROUND 12/27/16 DOUG PASS P003 PLUMBING ROUGH 02/10/17 ROSE N/A P004 PLUMBING GAS TEST INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 43 32 O1/25/17 DOUG PASS PO10 PLUMBING FINAL 02/10/17 ROSE N/A S003 SPRINKLER ROUGH 02/10/17 ROSE N/A S005 HYDRO TEST 02/16/17 FOLG PASS Z003 CO PLANNING INSPECTION alb 4emtoo"- �� -I Cc r)5 M dtck� o�cc Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 20D d LYl LI K Date: Sprinkler# to FINAL APPROVALS Estimated Cost $ sddm' Permit Fee $ /4-*a Building COMPLETE RED BOXED AREAS Engineering Occupancy Fee $ .� Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.for CO. ► SIGN ON REVERSE SIDE Total Fee $ d TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant - Location of Work *Ib otNo._ Applicant's Address Tel # Town LO \4) CT Zip Lic.# Owner 6asm tzaLI \C Lk ``C- ' Architect ec a M hqs,)-�OWN _ Owner's Ad re s --)-A2 W�.TS Architect's Address C i:44 W Vzn1jDn 1 c l-r Zip 0 60 Zip lyn0 � . Sq. Ft. New Area: 1st FI. OU 2nd FI. n540C) 3rd FI. Total New Area--j#_b O Purpose of this permit rpinloonC` St)�`IIA 6 - % Ob c. 11K\5 AleElaLl City Waterd Well J Septic System ] Sewer Ins: HO S rt. Area Basement Garage Approved by Date ` Use Group Construction Type �U19oav3 Revised 1108 I hereby agree to conform to all the requirements of th aws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of an alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be local d the proper disc from all street lines,side yard lines,and required distances from all other zones and is located in which this uilding an use is (lowed. Signed __ I hereby apply for a Ce a of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 1 INSPECTION FIELD SHEET 04/1 /22 Printed by Middleton, Morgan 08 44 51 INSPECTION: 127081 FINAL PERMIT: STATUS: APPLICATION: 201902813 LOC: 200 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350200 OWNER: KRISHRELTIC, LLC 860-299-6786 CONTRACTOR: KRISHRELTIC, LLC 860-299-6786 REQUEST BY: PROJ DESC: COMMERCIAL BUILD OUT FOR UNIT 104 - DOCTORS OFFICE WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 02/25/20 PM COMPLETED: 03/02/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B002 FOUNDATION O1/08/20 ROSE PASS B003 FRAMING (ROUGH) B004 INSULATION BO10 FINAL E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND 03/04/20 DOUG PASS E002 ELECTRIC UNDERGROUND O1/08/20 ROSE PASS E003 ELECTRIC ROUGH F005 FM PENETRATIONS/SEPERATION FO10 FM ABOVE CEILING F015 FM FIRE ALARM TEST F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION H002 HVAC UNDERGROUND H003 HVAC ROUGH O1/09/20 ROSE PENDING H003 HVAC ROUGH CEILING GRID NOT IN PLACE P002 PLUMBING UNDERGROUND P003 PLUMBING ROUGH i INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 44 51 O1/08/20 ROSE PASS P003 PLUMBING ROUGH WATER TEST ON WV AND PRESS TEST ON COPPER WATER LINES P004 PLUMBING GAS TEST 5003 SPRINKLER ROUGH S005 HYDRO TEST Z003 CO PLANNING INSPECTION APPLICATION FOR PERMANENT SIGN PERMIT Sign Permit# 0007 Al Zoning Permit Fee: $ -!°— Final Inspections: Est. Cost.$ 5 U ' w Sign$25/Replacement$f 0 Zoning Building Bldg Permit Fe $ •oa l onrn?Approval: Approved. 1 lcj Date: Electrical Permit# Ck.Li7&g Applicant: t V ci el, GuN Old ( r Business Name: -KL{ WI b✓) Applicant Address: 'mil&b 4 a Y Pho4Ab6�01got — ( 16 y Email: YO v Vtit �S� l LD�t Address of Proposed Sign(s): P,OD lar t" 16( 1-- AVE Zone: C— TYPE of SIGN: Wall or(-Free-standing ❑New or RReplacement Illuminated?❑No CaYest(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site:Free-standing: 'Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: e k7rrC e OA e)6l d- ATTACH vb l ,j—�) Y) DIAGRAM OF SIGN INCLUDING Please sign acknowledging compliance with sign restrictions. DIMENSIONS AND MAP WITH I have r=u ,,and agree to abide b�. South Windsor Zoning Regulations,Signs. SIGN LOCATION ON PROPERTY Applican Date: Property Owner: �_�� a Date: d0�4 oaos Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 020� �-��rinlnc SL �,e_ Su�t�Z Date: D O Sprinkler# 41� Estimated Cost $W0060-0D FINAL APPROVALS Permit Fee $ 11110150 Buildi —� COMPLETE RED BOXED AREAS Engineer' Occupancy Fee $ k3 Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forC ► SIGN ON REVERSE SIDE t Total Fee $ ( t TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $4`062 The undersigned hereby applies to do work according to the following: Applicant G_Q +Location of Work 2 14) "CITILI)Ck NVICE Lot No. Applicant's Address fill hq�J S 'F'�T Tel # 1214 Town , I Zip a O Lic.# v1 o.J Owner UYZ\ c L'� Architect Owner's Address 2-1 I W CSZ S� Architect's Address Q bU U V )4 C 1 C)(C)V,k Zip Zip Sq.Ft. New Area: 1 st FI. CO O 2nd FI. 5400 rd Fl. T tal New Area Purpose of this permit DnCA� C�� Cti � C! `\ A O- CNI 2 ��()OY City Waterer Well J Septic System J Sewer ] 7 Ins: HO SP Cert. Area Basement Garage Approved by Date - / Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements o e Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of a alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be local d the proper di a ro all street lines,side yard lines,and required distances from all other zones and is located in which this ildin a use is wed. Signed I hereby apply for a Certific;ed e of Oc ncy for the work ribed pplic tion for the permit. Si DO WRITE BELOW THIS LINE INSPECTION COMMENTS g INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 48 43 INSPECTION: 95869 FINAL PERMIT: STATUS: APPLICATION: 201700721 LOC: 200 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350200 OWNER: VISION SALON & SPA LLC CONTRACTOR: REQUEST BY: PROJ DESC: MEDICAL OFFICE BUILD OUT ON 2ND FLOOR. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 09/12/17 PRIORITY: SCHEDULED: 09/12/17 PM COMPLETED: 09/12/17 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION B001 FOOTING B002 FOUNDATION 08/24/17 DOUG PASS B003 FRAMING (ROUGH) ABOVE CEILING B004 INSULATION 08/24/17 DOUG PASS E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND 07/10/17 DOUG PASS E003 ELECTRIC ROUGH F005 FM PENETRATIONS/SEPERATION FO10 FM ABOVE CEILING F015 FM FIRE ALARM TEST F025 FM EMERGENCY/EXIT LIGHTING F035 FM EXITS F040 CO -FIRE MARSHAL INSPECTION H002 HVAC UNDERGROUND 07/10/17 DOUG PASS H003 HVAC ROUGH P002 PLUMBING UNDERGROUND 07/10/17 DOUG PASS P003 PLUMBING ROUGH P004 PLUMBING GAS TEST S003 SPRINKLER ROUGH S005 HYDRO TEST e INSPECTION FIELD SHEET 04/11/22 Printed by Middleton, Morgan 08 48 43 Z003 CO PLANNING INSPECTION DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT -- APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector _ Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F:Tenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Fj Ac ie, �i 2E 1 2arrEc n �-J APPLICANT ADDRESS i C 00---1 fLI A4--—PafLte.1:;i. ki r�r.�,x--ro/0, ". (D &-S 7 APPLICANT PHONE# 8 u J - li 3 2. b C)5 3 OW N SF OWNER k•lsaitcGLTiL _ L" q< OWNER ADDRESS U) b OWNER PHONE a k0 - 29 9 — Is?8Lt O C ESTIMATED COST$ 205 O©- 00 * IS THIS A CONTRACT COST? I Yes _No FEE ENCLOSED$ {- 00 TYPE OF JOB: JVI 2 3b2 OSOR-COS New Installation X Alteration/Addition/Repair 1 Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES ❑ RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY El STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MIXED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑ INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI 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. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT _ DATE Electric # APPLICATION FOR BUILDING PERMIT Plumbing 200 Hemlock Avenue [— HVAC# Date: Sprinkler# 900477 Estimated Cost $ FINAL APPRO '176 Permit Fee $ 30 Building a0ft ' 7 COMPLETE RED BOXED AREAS Occupancy Fee $ /o Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for CO. ► SIGN ON REVERSE SIDE -4 Total Fee Or-' $_��_ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the foil win Applicant Location of Work etot No. Applicant's Address ,I-( G tt c—Itil (n f k A t f e-- Tel # 60 - 7_ Town Q V1Cl l N 6 Cn F, Zip Lic.# 6�fU - 33� v✓ Owner Sn U L4— Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st Fl. 2nd FI. 3rd FI. Total New Area Purpose of this permit S t N Ad,AQAl`iJ0 tv9or City Water❑ Well Ll Septic System 0 Sewer J Ins: HO SP Cert. Area Basemept Garage Approved by Date Use Group tom' Construction Type %/b _ 0O OD%6 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. Signed �Z 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 APPLICATION FOR PERMANENT SIGN PERMIT — Zoning Approval: ( ue Go �c;�y Avtjl" Su Est. Cost: $ r Date: _I a� 3 / Permit Fee: $ , IS Final Inspec' ns: Sign Permit# dotal Approved: Building Electric Perm Zoning /" Applicant: Business Name: Applicant Address: Phone: �U Address of Proposed Sign(s): Zone: TYPE of SIGN: a Wall or❑ Free-standing � New or❑ Replacement Illuminated?2rNo ❑ Yes (electrical permit required) Proposed Free-standing Sign: Size (sq ft):__. Sign Height: Sq Ft of Existing signs on site: Free-standing:._Wall: Proposed Building Sign Building Frontage (ft)AJ Sign Size sq ft): 1 , Description of sign materials and lighting: ,j_��i2. ATTACH DIAGRAM OF -- -- SIGN INCLUDING I have read, ind d d agree iI b the South Windsor Zoning Regulations, Signs. DIMENSIONS AND MAP WITH SIGN Applicant: tare . Date: _ 0 131, LOCATION ON PROPERTY Property Owner: E�,�,h�� Date: i2 �0� ----- q APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: e� loc L 4Vg SP�ccL Est. Cost: $ /s, O D o,o0 Date: 2f b 1 oy 4 3 Permit Fee: �a s,o n Final Ins tions: Sign Permit# 1 ( Approved: �0 Building Electric vermit# Zoning u Applicant: `% 1 i I I�l��r��[Ll"Y�1� Business Name: LIL L Applicant Address: � r 0C C - - c ' Phone: Address of Proposed Sign(s): Zone: TYPE of SIGN: (.Wall or' g Free-standing ❑ New orl7] Replacement Illuminated? ❑ No W Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):_Z�_Sign Height:—V Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): i/o Sign Size(sq ft): `i 88 Description of sign materials and lighting: y m�A._L4 &o.C\ ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree t abide by the oath Windsor Zoning Regulations, Signs. DIMENSIONS AND r 1 MAP WITH SIGN Applicant: �^ Date: �� t`�1 LOCATION ON PROPERTY Property Owner: )1-12\ n 12 L L1 I C , L L L Date: �- kl10 lob EXISTING PROPOSED 48" X 72" EXISTING AREA 2' X 6' m SHAPED NON ILLUMINATED ADDRESS TOPPER 4' X 6' SINGEL SIDED FUTURE BOX POLEHMOUNT TENANT TO EXISTING FOOTING UNION Tl'To.?:NG EACH TENANT PANEL AILS IS SEPARATE PIECE PANELS B" X 44' & 24' X 44' �7 Ta V ea.a,a a WM&l a W.✓ �t ry irendtaa cwd✓M�a,a-� whu �r eu+r,m pem.svrm �� of Rlk�n,LLG D9IA SiP 94fp n �s a4arec.i r�-...>:q� .S7 sM r. Eaa..ar,rarl T W10. D..amn,w.d,s uddblYm d U.'s driahp b sal.^.osA.afe Phew: B 721-un wWurr�f vps�im�ron.n ads Io fetus wdn4m.d..ir Knk. "�br,wufi rt+rtm iwG f�N,".OII.Nil4Ls i 6IIE E-ft.c �P—h—d. ign M.r a d,.d..wi or sr+rr b mr d•a 9, DWG#: ..>mr...y tdb~ In 1h..rwa dr umh d.ulu b.nl w a ss.nhrE rx raaasr�. me ®.+�� •+� e+M'�/m xw..Rlk.I U!D91A SV SW M b be ao^P.^..1ad Cabs Oiy1'�ea ri iMs Aegesp Yay Na"ens 51500.00 br dm..dorl n.d a.whs—A-.n MW b o. .g FLE me Aar 3M ..ft'"bAwuSaps dwx,arw.r upai f—sld*M--b.r f—do rqi... ro s.n cm w.m SHEET OF EXISTING PROPOSED 24" X 192" BLACK PANEL WITH 19" & za•x 19r ewsTM atFa 8" CHANNEL LETTERS a 20" LOGO Ell T�'aV'1+cr atal b Via a s✓' 7 a sameea P>�aAs ve WLe dil.Gxvl uyltrJ apleWm0"anga Va WIC+�O�+auYm� U.EHT: lacAI1M� a iplan�lLG D�6M 5tin E4�r as ac+onau a0en' ?tolo 651 aYr 0. fr IInINa,Gf Oabe namawal,sr tl.O NIYMM tl E11t baalYay b anyone o1bYN Pk— r6-7n-un �'+b��.M ar.ba.ow was ann.e..+p�w.r °'a,•s•°°'•••'m"•t E.Wmompeal..&t, �p•aree�.�a.iwnba.ewpe�.Mrr.mmYeec�. rEwsosrrlws ovE D%VG*: b bmtWb MftMft1.bSM W"M-Ch OYtlhx*m."asv caeca•v oae. O"r • �ftbq Uz O&A Si"111�Y b Eet mnprKdya 51500.001a FA.tlM1—d dr#.iMam ayMtllWM-0.9 RE wee 4bn DB4vYb 0E bb'a9 Wryq a_ Meae Wens,a.w a1'epM tees anp experroa binlaroe itn nphls. '1u1� 1�heeDllobaSaapb SHEET I,OIVJ I KU'I.I ION Ur IA L MR,N>r PwRT eMlO SC-2 P—Rgrd Fads-SNvct—1 �Cre�TMei Kwee� TOP ONLT.1 P-t DwbN Fau Bodl raaot Pa•t sM 15 ww�.s►.ct rb f>•oear�m r TO, -t.in- r cTtal) Port-2045 SEVnON DETAIL U'ARRANTT NOTICE s.n�s rmy.c FULL 5EGTION T--,W Lww�V b Ka�eed W'=]r•pbee-pgeQ aAs rat dr�Cl deed�WN%.I RORd4A eRpl<pt MrrC+�peMnpri OEM: IOCOMl4 a RA-%UG DOA Sip-Sopwnt.&--d ag -atom fez Yi OL V M."WA OT"Wo CMipitudo-,W tl,ar MrElllon tl diy drsecy w rr,_e:,w. Mac rF7lFU11 arsi M W UMY L M mdw b rsus tllnbrtlor,dgaigm a k. .sur.wwronr ne..au wrE 1EMbm-NllAlb/ONE EAU&64"taOSWMp owr Y 4p.elhr b pr dry-ar fYrder m drY dasrp-• DWG*: c�raasry bebldda.Y prs sad prl sWr essteumr,w u .rurus fa OVE _ uhdpo-000T Ft*—LLC OVA Sp SIeP Y b M m-rpaMefed ^---••r.^_Cz •r.� si50p.p0 b FA.mart aW vrlM pMMas ataiYe Y pcp w.e wrc: 1mw W4W iNles.Me f ricOra "` beee pYrrp,p-o ss Yes.-d dy-., bpsl e.psrepb erMvmib -Cn-Cabr Mcer )erprO SHEEI OF EXISTING PROPOSED 24" X 144" BLACK BACKGROUND 48" X 144" EXISTING AREA w/ 20" a 8" CHANNEL LETTERS vls �or� S Tu rnyY•al Udrwiy ¢{/awkr;n pdr: ✓a W�erf✓yr.]a+n�y rit Wl.0 r�4:e4.yp(d✓fcp0yfr] .KrW dt •rrI[m i><^n1'�'rn ¢ENi. 4vY. Il.w n EwNn � a R]Nnn,LLC DWA.%pr Sbp�� ,r �s mauims ag_,z•.roro GMrlVkn.w d,v iprlRfon d d.e di01Yr b i.yarr¢u1Nd� Pbawr. OfD-hFMtl a1t1 vpnrfarron,Yr 0.6fb�etyYe ,dedpr eOrh, ur.9.rr.n�nM®rurE klNS: NINLS 'c"lk E�4!MwBiePpSipli4.wv a oun* Ypr Ww b dY.drrJpn v� W b dre d-hp. m rf DWG*-M d r. u gWftsly"iddrrn.in Ew M Uw wch dWwidlbn,u v e�rauc Far rw.a� ® : • . ethblftn oca.s.ROl uC DIIA sir sup is b be oonvonsAW sisro.oprpr+n..arvr.na orrwnre sswm erdMed►r weArq �wrc Acor mend vein.kir nnmrt]Sape SHEET Of �� '..pipna,.Y irr0p16pa and e.—.b wdpru 14 dpMl. :ft Cob WA r j rf. e f 1 , 5-000NSTRUCTION DETAIL eep channel letter 1'Bgdt Tdmcap Wnn sQlaan head 106a Mel.aqM.1.4. rr scrtws (.qn e.ya.laws tylly laf electoralREF:NEG IID7 While Son LED LWbnl RI ewe.SS4 Alemhum Lager Back pdmarr�Kil, Initiation- SPECIFICATIONS: faW1ll rinMwI REF:11i ®IrsrtlAY ahewWee onarsrel ldtees to be fabdcaled from 1 re E MT condo d 6Do-4 040-21 ah.nnum wrath 1Nrde—ears and pi—cad satin Ifnnh Black po:rxethu efd—,5'dW.Letters bathe to to ekertcen p"a"afec to""mars and sealed. Pa.SUppy ®Fa.m to be 3116'Wrre acryec Wd h 1'Black Tmmcap relaor edging. 3M 6'While acrylic Genii of races to lie I st solace 3M Scatchcal n363o-76 Hoy linen airyI rah 1 ri soda rA withWe show Ni,uaa"borders. 3M vino in sal --- ®Ildernaly Ipumnaled Lagers We We Scan LED Lighting •Fasten letters flush to wall with real Ared!asteners. Sig,east be approved by the Naeonal Eldvkal Code,Underwfilss Laburalory CJL,and all appecable local cedes Ire-sadfa ea. 0ue 1'�f'P 1r..�ni�sarr..r s,cwsd w w' y.paaw M*.•Au rt Wte re Laen..µre'ra.rye Hare w.a>nre ve wm:a�Orfaa.m fir' to mfara a Ryaain\LLC G91A Slur Saw or ns a+—o agate.. �:Ura .V YaV A awl Wnrr.{Cr 6" O0.1r6ueen,u..d.d IrOrbl-at a-drawlrrp w ainyan.wYN. f*a.. land-atrwe w.b— u--,in ad.W eaar.a q a ,d..pr w1 a.e,w� .am wE r�wc«s:14T A It� DWG*: Ems:SwAW" MMvOb"e.w >araidse (..Q�dv f.d-de..pr a Will.m ilia d.WW% r wMr...rs'WNidds In M.r•i tlrt Elide diYW4m,w a! Wr IItd4 W wdi00Mlm omny Rylwn,LLC D&A Sq.SO Y b d amrp.n.aidd �r�r~ • i.:r 516 .00 b Ikna,drone a d omidl..W14-stalled in p..tlny [ebno�d w nC aiea0e.lq aaay rr ra.N aae plain..aind ore Tarr fae..M giant'.tolardary la.eVft r..e raaet Amrairwn.raw".ere A noel¢sn SHEET OF r«ena caw rem .� S- �V 1 �� i i r � APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: + a G �trt` � � S b`�-�� Est. Cost: $ Sb b l Date: $li t'll Permit Fee:$ Final Insp c onsti Sign Permit# moy4q Approved: >� Building Electrical Permit# Zoning, �jInJ nl ��tA--�1 � � p SpQ Applicant: f �� Business Name: �r,I �� Applicant Address: 21 6 �M A-v S°u k9)( ]AO V Phone: 6 V -- Address of Proposed Sign(s): Zone: TYPE of SIGN: ®Wall or❑ Free-standing ❑ New or a Replacement Illuminated? 0 No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): j Q Sign Height:�_ Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq Description of sign materials and lighting: C��rr- l7 ATTACH DIAGRAM OF SIGN I have read, understand and agree to abide by the South Windsor Zoning Regulations,Signs. INCLUDING DIMENSIONS If AND MAP WITH Applicant: ^I `� P Date: U g 0 SIGN LOCATION Property Owner: 'T1Z1 ECIP e UT - Date: ON PROPERTY o2e,r 7coi C� PROPOSED EXISTING 3' X 10' AREA NEW BLACK RETURN/WHITE FACE CHANNEL LETTERS 25" & 12' W/ MAROON PAINTED RACEWAYS INTO BRICK NAILS& SPA law l - Y TM ck"dw%,b X—&d a I— Ti BA• 11G O ova, d i�iw� iB�A Sim Sbp r rts a�ron.eo•eez )in�9 cn r.r k e��w��da n o•m obm�.,..er,ar•Men+•n a N•e.•wbp b•nren.uu,e• a•..: eeo rn-un mow.nrpanmm b•a.b..m..v�+e•n,e..yn.nrt, o•m ^"� �w ws:wnaa,on t DWG*: E-M•i'6�iStoneewnse•nwn 0.n:oI •a••qn•u�a b M dugn a*,I.b rF&d-ovr, b uuaYv lbbod—In 9-•r•rM ew.vih dWiiuYm.w a �wnic rm odE -Nbmm—.%*WK LLC DW SIP So*is b be I—,V ••bd ST SW 00 br ena.~SM OMM'•I—Im~ed In ue•tlne raE NME: 4DW WbfY Mles.l[�C ASP�OW[t 11at.� •. e,eee pent,anon.•yr ••w e+vane•s w a+orfs�r eP w E—COW 511FET OF 1 Lc APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: ,�a _ 2ov �lemlo��C five �u� Z�� Est. Cost: $ -f4, 'r �O Date: _.2 r 7 Permit Fee: $ 40 is. o Final Ins ctions: Sign Permit# °N Approved: ►.1r CU� Electric Permit# Zoning Applicant: PA-4 N Business Name: Q r N alk Applicant Address: Z16 jI Q w(uc� A j jj ►►4- ►t Phone: 2 0 I-�:Z Q'- L�i Address of Proposed Si n(s): V�`�' ha¢-'nE�c� Zone: 'J TYPE of SIGN: Wall or❑ Free-standing [j•New or❑ Replacement Illuminated?❑ No 0 Yes electrical permit required) P ( P q ) Proposed Free-standing Sign: Size(sq ft): S Sign Height:_ Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft):_jQ Description of sign materials and lighting: �4�� F S a n ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations,Signs. DIMENSIONS AND MAP WITH SIGN Applicant: 1I t1Qy f f►-A N Date: I z c`/ 1 Z LOCATION ON PROPERTY Property Owner: Date: �6i-7p 0 1C i ?16r1017 • Prirt �� II rao.t...rr es� ►1s TW(li•�adi�myu�p'sw+ �I, .!ley)I.illy F7F.11 AY kST t.sVebni>Wons� ar+�r THY Orir M�4{1M .4i•gar n.•�wcq wr.n xxu ta..f.�M .. .. Ali AP 36" x 18" tubed aluminum sign . Remove from building , remove old lettering and replace with new company name. Re-install on building in same location with same brackets abo,titaric 1r1 APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: !q6c 5 7s APPROVED: BLDG.PERMIT NUMBER: DATE WSPECTOR LOCATION OF WORK: 9,\b C 0 ,V- L W N c, APPLICANT: OWNER: TYPE OF STRUCTURE: \ l ❑NEW BUILDING NAME: '11 (� Lt I(f JI f�C�li�-�G�`� NAME: � r I\ 5 \r Lt \C L L L ❑ DDITI AON PHONE NUMBED Olb 6 o c� -I oZ PHONE NUMBED 1(3e 1 1 �S� EXISTING BUILDING ADDRESS:�� a 1/1 ( , 11. ADDRESS: oa l t\ V\C r-\L-c c K Ci u L TYPE OF USE: ❑RESIDENTIAL COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: ,9 TYPE OF INSTALLATION: _ JZ, v�� v\ S LV t (-Ilk C C SIZE OF SERVICE: 1 SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S d oc) NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S / NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER SI,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS S1.00 OVER (26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEAEBY 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.: TYPE: E STATE: y r II �j SIGNATURE OF APPLICANT- �,--- —� DATE: a APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 I PERMIT NUMBER: DEPARTMENT DECISION }C�/fin. APPLICATION IS HEREBY: 1 1006 1 S APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: 216 Wve o h 5 14ekel APPLICANT: OWNER: TYPE OF STRUCTURE: 1� ❑ W BUILDING NAME: L,✓� O �~ �let- (c.. NAME: 5�1✓1 �a`S 7 ` �PLf '_ ❑ADyDITION PHONE NUMBER: 40"2 3 7-- I IV 0 PHONE NUMBER:�0 o'Z Q7 T XISTING BUILDING ADDRESS: �� 0 H 1�l. ADDRESS: - - - - - M TYPE OF USE: RESIDENTIAL COMMERCIAL. SPRINKLER INFORMATION: FURTHER D RIPTION OF WORK: e/O e- / �✓ SIZE OF MAIN DRAIN: WATER FLOW. r �t f 4 0 ARE SPRINKLER HEADS ALTERED?AYES c NO + 4 6✓� /� ___ IF YES CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ALTERED Aag^/"h lool IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE - PROVIDED BY: ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): �d 0 ESTIMATED COST: WATER PRESSURE AT SPRINKLER HEADS(PSI): ARE PUMPS REQUIRED? ❑YES ❑NO UJ FEE ENCLOSED: IF YES,CHECK ALL THAT APPLY ❑FIRE c BOOSTER ❑OTHER ARE STANDPIPES PROVIDED?c YES ❑NO vY IS A SPRINKLER SYSTEM PROVIDED?RYES ❑NO FEE SCHEDULE:$18 PER 51,000 OF THE ESTIMATED COST. SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN TIEK. / PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: GG /0 76 7 TYPE: /' / STATE: C / SIGNATURE OF APPLICANT: DATE: Z 4 I ao19op"613 NOTt5 CGOS/ T/IS �x�►� Rr1114 Eof-1 8/1 J13 xAfl Rrl.11t I) P1NE z'ANn SMplt.�►`LSN/9Gl.B��LI'i1G1�,SLH, �tD HLIIlTHR lI#-�1&rVY)S AN b tko G1C 6A5?I Rdnl F/ T TI P)6-, , z)rau. waltic. IND M47faiA L 591?6L B4 IN ,4 3)tlAN&EaS SNI4Gt g?; FlaWa&47'60R3 PL lUAA1rrlq,*13 7, 91 DFN4TI;S SPILlWKLE1'1-R��QGh7f1Z- i Z-- ` COUL NJ107 I Olt IWAN V/0 i o$ i 106 r , PHYSIC'11W IL OFFI('& I05 ~ RA o 6XI ry, Rol 101 AM",IiM,103 tvllgs� /0":f PO&TlI?L 714iU 1-&0QrL PGnAl 6,611,I46- HEW T 5=0" U,N, 01. •(Z1) 1sS° wNITt ��c�ssEU SPnINK��►'�;%G-sG, GL560I,Q9, HEML16C)c live, a Kf Y PG)W NO Sc,8I1=- rt rLE PROWN 13Y &,J4, Zoo VIG HEH606)L RUC. aeTla = 1 Z-5-19 SOUTH WINV509, -07, scRG1i ;ig =ILL h►RRTFOt\v 51'A)fJkl CR M lA(6# .WHFi,TNo, 101-1 q 60770h0 DR, 13co6MF/ 6 AWL APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860444-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER — DA I INSPE"TO LOCATION OF WORK: 2 KX Nut— � ty!/'tom 5 ep APPLICANT: OWNER: TYPE OF STRUCTURE: Q [ _ ❑NEW BUU-DM NAME: 1 I L�.J d_�/li�1a NAME: k 9 IS UA f 1I Z-- f LL ❑ADDITION PHONE NUMBER A 7�� / Z PHONE NUMBER: f�6C�J_�2 !/ W w-5aST[NG BUILDING ADDRESS: ADDRESS: i^ 'Of-1163 TYPE OF USE: ❑RESIDENTIAL pCOMMERCIAL PLUMBING INFORMATION: /FURTHER DFSCRIPTI I OF WORK: TYPE OF INSTALLATION: J � / NO.OF TOILETS: STYLE: NO.OF BATHTUBS: In NO.OF SHOWERS: NO.OF LAVATORIES: NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES ONO ESTDMATED COST: S O SUM OF WINDOW: SIB OF DUCTS: G k SEWER OR SEPTIC TANK: FEE ENCLOSED:S SIZE OF WATER PIPING AND RISER: WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:SIB PER SI,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) 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 PERFOMANCE OF SUCH WORK. _ CONTRACTORS LICENSE NO.: E: f- STATE: SIGNATURE OF APPLICANT: -� DATE:��/� STATE OF CONNECTICUT PLUMBING&PIPINGS UNLIMITED CONTRACTOR TUTUS iJ MAT iWUN 177 WESTLAND ST HARTFORD,Cr 06120-1836 License# Effective Expiration PLM.0287278=P1 --11/O1/2019 10/ 1/2020 - SIGNED PERMITS/INSP PAYMENT RECPT# 20909361 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 12/16/19 TIME: 15 11 CLERK: morganami DEPT: CUSTOMER# 697898 EVERYBODY LOVES TITUS PLUMBING SERVICES PARCEL: CHG: BLDPRM BUILDING PERMIT 198 00 AMOUNT PAID: 198 00 PAID BY: EVERYBODY LOVES TITU PAYMENT METH: CHECK 1500 REFERENCE: 200 HEMLOCK AMT TENDERED: 198 00 AMT APPLIED: 198 00 CHANGE: 00 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 Per NUMBER APPLICATION IS HEREBY: I / U 7 APPROVED: BLDG.PERMIT NUMBER ��- � 7 DATE II�ISPECIUR IO LOCATION OF WORK: a�6 H ee I G ck k le APPLICANT: OWNER TYPE OF STRUCTURE: Ni;;a� dd O NEW BUILDING NAME:��r 16tv�p4�of•� NAME: 1 1 V r� ❑ADDITION PHONE NUMBER: 0 2- 7�2 Pxom NUMBER: 8�1 0�4 6 7 bXtXMINGBUILDING ADDRESS: 17 ti LAA-m e4 I a ADDRESS: G TYPE OF USE:kc.►�bkr y C� J06o 3 3 o RESIDENTIAL jWOMMERGIAL HVAC INFORMATION: p�pp FURTHER DESCftEMON OF WOR& d f TYPE OF SYSTEM: ❑HEATING ❑AIC lif' �2 t"1bJ� d I C��`P U 1 Al ��J Iq HEATING: TOTAL BEAT LOSS(BTUH) (HEAT LOSS SHEET REQUIRED) l � ✓1 e DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL.NO.): CR\S o ;n S 4't k I Su��`�1 Gt,�,�F (c8,,f n S Olen S�3;rce /4y oak a o� exq};�� -� r ESTIMATED COST:f AIRCONDTIIONING: OO DESIGN TEMP:ORTfSME 'F INSIDE 'F DIFFERENCE F FEE ENCLOSED:f 60 . TOTAL HEAT GAIN(BTUH) (HEAT GAIN SIFT REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:518 PER 51,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS SLOG OVER (16 CENT EDUCATIONAL FEE VVQUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED NEARBY APPLIES FOR A PERMrr TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECCICCTr BUILDING COIFS IN THE PERFOMANCE OF SUCH WORK (- CONTRACTORS LICENSE NO.: 03 r 2- TYPE: `S STATE: C J SIGNATURE OF APPLICANT: �- / DATE: i L I.s1/q APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP 2 NO. OF STORIES ❑RESIDENTIAL ¢BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY 0 ffll-cc ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY O GL ❑ STORAGE ❑GARAGE ENGINEER'S NAME PHONE ❑MDCED USE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) C 7 ARE SPRINKLER HEADS ALTERED? YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED XALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW !S WATER PRESSURE AT SPRINKLER HEADS(PSI) 7. /7 ARE PUMPS REQUIRED? ❑YES PKN0 IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES WNO IS A SPRINKLER SYSTEM PROVIDED? RYES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING— 0 GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK rr pro 9 t\,J a 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. yo �S-I E-1 tT CONTRACTORS LICENSE NO. TYPE / STATE SIGNATURE OF APPLICANT %�'` f x � — DATE C, — lt� DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# Applicati e TOWN OF SOUTH WINDSOR W _ BUILDING DEPARTMENT P 1540 SULLIVAN AVENUE Bldg.Permit# b-3,to 644-2511 ext. 230 Date ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Gi $0-$1,000=$15.00 Street No. C� F��O C$treeeet 7 Lot No. Over$1,000= G IC $15.00 per$1,000 f�ibt� paj e U4o-,,-A1a or any fraction thereof Tenant Designation Apt.No. APPLICANT av b c AA-- RV L, e`41 b APPLICANT ADDRESS `s— r/✓ -6-0af 140,►.,',4,9 cr o G1(jr-- APPLICANT PHONE# W N S OWNER o^ S CA.O £q< OWNER ADDRESS 4c4A (101) r OWNER PHONE C C ESTIMATED COST$ 31000 . IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ LIS. O0 TYPE OF JOB: 4 -y SOR•CO New Installation _L){,,Alteration/Addition/Repair ��b Revised 4101H2002 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 200 Hemlock Avenue HVAC# _ Date: Sprinkler# 1000122 UKI� alb Estimated Cost $ /6) D FINAL P ROVALS Permit Fee $ Building — O COMPLETE RED BOXED AREAS Occupancy Fee $ Affidavit Engineering( TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Poo- SIGN ON REVERSE SIDE t ' Appr.forC - 'l Total F�`� $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Location of Work - —Lot No. Applicant's Address L C( I L L. Tel # irl Town tl 6 it.) 0T Zip nA 0 Z Z Lic.# Owner L: L �-C) Architect Owner's Address Architect's Address Zip Zip Sq. Ft.New Area: 1 st FI.160 O 2nd FI. 3rd FI. Total New Area Purpose of this permit = Z G 00— tee City Water U Well 0 Septic System G Sewer J Ins: HO Sp ert. Area Baseme�t(' Garage Approved by '� Date 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 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. Signed _ I hereby apply for a Certificate of Occupancy fo�describeds pplication for the permit. Signed_ DO NOT WRITE BELOW THIS LINEr INSPECTION COMMENTS DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT It BUILDING DEPARTMENT I APPR VE 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 -� -Sa w� 1o0� t�7 Dat4 Building Inspector Application must be printed or typed FEE SCHEDULE Fan // Location of Job: /ec e- $0 -$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt. No. APPLICANT V e C,ry /' eZ V ii4 h, APPLICANT VDRESS D EAR Sin S APPLICANT PHONE# (cG SOW N SFq OWNER CO►"'1 f'��I1�YIS�v� OWNER ADDRESS 41 /Z�ry►'t i ,�, n� /�,�v OWNER PHONE �G - ?33-Z9� C = ESTIMATED COST$ &-000. Oy t* IS THIS A CONTRACT COST? Yes _No G FEE ENCLOSED$ TYPE OF JOB: C vL-, R.C0 � SNew Installation '2k� Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILD- IS THIS APPLICATION ASSOCIATED WITH A ING BUILDING PERMIT APPLICATION? .YES ❑NO ❑RESIDENTIAL CURRENT USE AND OCCUPANCY B LI S i a. S S �USINESS❑ASSEMBLY FUTURE USE AND OCCUPANCY 'e clS'; n,o S5 ❑ MERCANTILE ❑ EDUCATIONAL ❑INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD ► 1 C SIZE OF SERVICE �)- CCU 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 Q 3' 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 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. Cl -/d3 7i/ E C4-. CONTRACTORS LICENSE NO. — T TYPE STATE All SIGNATURE OF APPLICANT DATE & G DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR ad t5� BUILDING DEPARTMENT �d APPRO D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bd�� LZ Da a Building Inspect Application must be printed or typed FEE SCHEDULE F:Tenant Location of Job: $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof ation Apt.No. APPLICANT 6/y 1/ D e0 APPLICANT ADDRESS /V// eO/ Ld—xi i C'7— U4 y l(tn. APPLICANT PHONE# 0 W N St OWNER OWNER ADDRESS 14 0 # OWNER PHONE 0 C ESTIMATED COST$ a IS THIS A CONTRACT COST? V-11y es _No FEE ENCLOSED$ 3F 0 ii77�''� TYPE OF JOB: OR-C New Installation _Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? 9 YES ElNO A(BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY MERCANTILE U EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION— CLI,o IZE OF MAIN DRAIN 3 NO.OF TOILETS Q STYLE NO.URINALS 0 STYLE NO.OF BATHTUBS y NO.OF SHOWERS 0 NO.OF LAVATORIES 2 NO.OF CONDUCTORS 0 SIZE NO.OF STACKS 0 SIZE AREA OF ROOF 0 NO.OF CATCH BASINS NO.OF FLOOR DRAINS X NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES A[NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK /e iuc rue e D o s THE UNDERSIGNT!D HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DEScM9r5-A1MTTTTZT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. PL IM , O Z a y 03 - ( L WI CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE VISION 4005 =40 • SPA&SALON 100 a)D EGRESS SECOND FLOOR PLAIN Hof I - - - - -- J 91* I a I I 1 I I I I LQ Ib �.,I 0 4o d RATED STUD WALL I� - -- 1 HR R UL DESIGN No.U-465 0� (g 1 HR RATED CMU WALL 107 � IJ 03 DESIGN No.U-906 C �I 1 UL O TENANT r- I� TENANT N 82 jI I 81 o � 1730 ) �I =18 00 =19 mI 40 I I I I 84'(2nd FLR) I I I 19 HR RATED STUD WALL _ U T SIGN No.L1465 ' I I I59' 59, 40 14s— — — J _ F_. ---- _ - 3M a� EGRESS GROUND FLOOR PLAN 415 .? , LIT"" "�T!'..jai[�..'_fYG�i*.7R*�E-'^•"n-,.�,+�.'D�.FiX4Ti�9C'.'i.:'sa"r.S......_>_ - ems, .2ov goo ooq )olilcg SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** ADDRESS tk LOT/UNIT#wl� Reviewed by 6�P (Engineering) CONTACT/DEV Date Reviewed proved/ PH# Reviewed b y, (Planning) Date Submitted Date Review l ed ied 1 D Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision 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: Approved 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 paridng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Stgnage Freestanding Wall Q C. Fee in lieu of Open Space COMMENTS:_ ,.t v I s Q cP a S 7,- t-ccdPar .w 5�./' C n S 5 ct-0.1 gfo�r Pl�tr S�crlccW� ,40a 'e r 1 rj;jad bg "n c rt 1. 1 h r�lit t'� G , ,.�. KyCr A _ s . kyo&w s ow, r+r�- � � `- S`iD Q �JGt-1 ��Gc wyne�� CG�n Sl a� �ccldG ��1� &D ZP OF s/ergineerin /site mmplWm cheddist , p Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# Date: 5 7 f U Sprinkler# Estimated Cost $ 3 FINAL APPROVALS Permit Fee $ Building. COMPLETE RED BOXED AREAS Occupancy Fee $ Ib Enginee!•ng TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit - ► SIGN ON REVERSE SIDE 4 Appr.forCO. Total Fee $ TO THE BUILDING D TMENT TOWN OF SOUTH WI OR CT (Additional Cost) $ Z The undersigned hereby applt , do work according to th o i Applicant Locatio ork Lot No. Applicant's Address �" - Tel # — Town Zip Lic.# Owner Architect —6q 5 Owner's Address Architect's Addre — ,V Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit CA 1„i w f0 T LA NA t 4— City Water J Well❑ Septic System U Sewer❑ Ins: HO P Cert. _ ,urea Base t Garage Approved by Date (J Use Group Construction Type Revised 1106 �2� 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. Signed _ �7 I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed f'L� DO NOTWRITE BELOW THIS LINE INSPECTION COMMENTS DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT too Ob�la APPRO D 1540 SULLIVAN AVENUE :;�j 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant {�c>LI �o c k -4VO $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT pl��ri Ckmson APPLICANT ADDRESS t L-adCA APPLICANT PHONE# U 8 3 h O�) N S F OWNER n EF/V Lc-Lf q< OWNER ADDRESS .a.-ccl gem Ioc.K Q .o OWNER PHONE 0 C = ESTIMATED COST$ -2- y a-a„ ©'G xIS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ �d r�OS o TYPE OF JOB: 2 UR C New Installation Alteration/Addition/Repair - � Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING ❑RESIDENTIAL ❑A/C 31COMMERCIAL ❑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 OF FUEL ❑OIL-GPM OIL TANK LOCATION :❑ 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) 1 1 FURTHER DESCRIPTION OF WORK G07-Ot/f 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. STATE SIGNATURE OF APPLICANT DATE �� /� System Checksums By Valued Customer System-001 Fan Coil COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/16 Mo/Hr:Sum of Mohr: Heating Design Cooling Heating Outside Air: OADBtWB/HR: 87/73/97 OADB:Peaks OADB: 7 SADB 56.1 82.3 Ra Plenum 75.8 69.7 Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 75.8 69.7 Sens.+Lat Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.7 59.3 Btu/h Btu/h Btu/h (%); Btu/h (%)' Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0, Roof Cond 0 0 0.00 Glass Solar 20,565 0 20,565 361 20,874 54 Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 2,398 0 2.398 41 2,314 6 Glass Cond -12,655 -12,655 26.88 Cooling Heating Wall Cond 197 94 291 1, 194 1 Wall Cond -1,433 -2,163 4.60 Diffuser 1,828 1,828 Partition 0 0 0' 0 0: Partition 0 0 0.00 Floor 0 0 0, 0 0; Floor 0 0 0.00 Terminal 1,828 1,828 Adjacent Floor 0 0 0 0' 0 0: Adjacent Floor 0 0 0 Main Fan 1,828 1,828 Infiltration 5,524 5,524 10, 2,209 61 Infiltration -10,911 -10,911 23.18 Sec Fan 0 0 Sub Total=_> 28,683 94 28,777 50: 25,590 66: Sub Total=_> -24,999 -25,729 54.66 Nom Vent 306 306 AHU Vent 306 306 Internal Loads Internal Loads Infil 155 155 Lights 7,954 1,989 9,943 17' 7,954 21 ' Lights 0 0 0.00 MinStop/Rh 0 0 People 9,000 0 9,000 16: 4,500 12. People 0 0 0.00 Return 1,984 1,984 Misc 0 0 0 0: 0 0: Misc 0 0 0.00 Exhaust 461 461 Sub Total=_> 16,954 1,989 18,943 33, 12,454 32, Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 473 -473 0 01 454 1 :Ceiling Load -159 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 10,372 18 0 0;Ventilation Load 0 -21,476 45.62 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: ;Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0 Exhaust Heat 133 -0.28 ENGINEERING CKS Exhaust Heat -395 -395 -1, ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 1 RA Preheat Diff. 0 0.00 Cooling Heating Ret Fan Heat 0 0 0: ,Additional Reheat 0 0.00 %OA 16.7 16.7 Duct Heat Pkup 0 0 01 cfm/ft= 0.94 0.94 Underflr Sup Ht Pkup 0 0' ; Underfir Sup Ht Pkup 0 0.00 cfmtton 380.29 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'/ton 403.93 ' ' Btu/hr•fN 29.71 -24.24 Grand Total==> 46,110 1,215 57,697 100.00 38,498 100.00 Grand Total==> -25,158 -47,072 100.00 No.People 18 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm 'F "F gr/lb °F °F gr/lb f12 (%) MBh cfm -F -F Main Clg 4.8 57.7 43.7 1,828 77.7 64.9 71.5 56.1 54.5 60.9 Floor 1,942 Main Htg -47.1 1,828 59.3 82.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 4.8 57.7 Wall 968 396 41 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -47.1 Project Name: TRACES 700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 1 of 1 Room Checksums By Valued Customer Break/File COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/15 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 88/73/98 OADB:88 OADB: 7 SADB 40.4 95.4 Ra Plenum 75.7 69.7 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 84.1 27.2 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 01 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0' 0 0 Glass Cond 0 0 0.00 Wall Cond 0 0 0 0 0 0 Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0' 0 0 Partition 0 0 0.00 Diffuser 22 22 Floor 0 0 0; 0.00 0 Floor 0 0 0.00 Terminal 22 22 Adjacent Floor 0 0 0 01 0 0 Adjacent Floor 0 0 0.00 Main Fan 22 22 Infiltration 331 331 17: 128 15 Infiltration -618 -618 36.73 Sec Fan 0 0 Sub Total=_> 331 0 331 17' 128 15, Sub Total=_> -618 -618 36.73 Nom Vent 15 15 Internal Loads AHU Vent 15 15 Internal Loads Infil 9 9 Lights 451 113 563 29 451 53' Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 261 250 29, People 0 0 0.00 Return 31 31 Misc 0 0 0 0 0 0' Misc 0 0 0.00 Exhaust 24 24 Sub Total=_> 951 113 1,063 55 701 82: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 26 -26 0 0 26 3 Xeiling Load -9 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 564 29 0 0:Ventilation Load 0 -1,053 62.61 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 7 -0.41 ENGINEERING CKS Exhaust Heat -20 -20 -1, ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 1 RA Preheat Diff. 0 0.00 Cooling Heating ReL Fan Heat 0 0 0; ;Additional Reheat 0 0.00 %OA 67.8 67.8 Duct Heat Pkup 0 0 01 System Plenum Heat -18 1.06 cfm/ft' 0.20 0.20 Underflr Sup Ht Pkup 0 0 ' Underflr Sup Ht Pkup 0 0.00 cfm/ton 136.97 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 680.72 ' , Btu/hr-ft' 17.63 -15.30 Grand Total > 1,307 67 1,939 100.00 854 100.00 Grand Total==> -627 -1,682 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/lb ft2 (%) MBh cfm OF OF Main Clg 0.2 1.9 1.1 22 84.1 69.9 87.4 40.4 38.8 32.3 Floor 110 Main Htg -1.7 22 27.2 95.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -0.3 22 27.2 40.4 Roof 0 0 0 Total 0.2 1.9 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.7 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianciWly Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 1 of 10 Room Checksums By Valued Customer Exam#1 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/15 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBIWB/HR: 88/73/98 OADB:88 OADB: 7 SADB 43.3 103.0 t Ra Plenum 75.7 69.7 Space Plenum Net Percent; Space Percent' Space Peak Coil Peak Percent Retum 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total 1 Sensible Of Total 1 Space Sens Tot Sens Of Total Ret/OA 82.1 37.1 Btu/h Btu/h Btu/h (%)i Btu/h (%)' Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0' 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 01 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0 0 0 Glass Cond 0 0 0.00 Wall Cond 27 6 33 2 27 3 Wall Cond -291 -363 17.15 Cooling Heating Partition 0 0 0 0 0 Partition 0 0 0.00 Diffuser 29 29 Floor 0 0 0 0.00 0 Floor 0 0 0.00 Terminal 29 29 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 29 29 Infiltration 406 406 19, 157 15, Infiltration -758 -758 35.81 Sec Fan 0 0 Sub Total=_> 434 6 440 20, 184 18, Sub Total=_> -1,049 -1,122 52.97 Nom Vent 15 15 1 AHU Vent 15 15 Internal Loads , Internal Loads Infil 11 11 Lights 553 138 691 32' 553 54 Lights 0 0 0.00 MlnStop/Rh 0 0 People 500 0 500 23 250 25 People 0 0 0.00 Return 40 40 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 26 26 Sub Total=_> 1,053 138 1,191 55 803 79 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 32 -32 0 01 32 3 Ceiling Load -11 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 564 26 0 0 Ventilation Load 0 -1,053 49.74 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 1 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 7 -0.35 ENGINEERING CKS Exhaust Heat -21 -21 -1 'OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 1 RA Preheat Diff. 0 0.00 Cooling Heating ReL Fan Heat 0 0 0, ;Additional Reheat 0 0.00 %OA 52.0 52.0 Duct Heat Pkup 0 0 0 System Plenum Heat 50 -2.36 cfm/ft2 0.21 0.21 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfmlton 159.11 Supply Air Leakage 0 0 01 1 Supply Air Leakage 0 0.00 ft2/ton 745.27 ' Btulhr-tV 16.10 -15.69 Grand Total=_> 1,518 91 2,174 100.00 1,018 100.00 Grand Total=_> -1,060 -2,118 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DBIWBIHR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/lb ft2 (%) MBh cfm OF OF Main Clg 0.2 2.2 1.3 29 82.1 68.4 82.2 43.3 41.8 36.7 Floor 135 Main Htg -2.1 29 37.1 103.0 Aux CIg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -0.2 29 37.1 43.3 Roof 0 0 0 Total 0.2 2.2 Wall 96 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.1 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 2 of 10 Room Checksums By Valued Customer Exam#2 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7115 Mo/Hr:7/15 , Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 88/73/98 OADB:88 OADB: 7 SADB 43.3 103.0 Ra Plenum 75.7 69.7 Space Plenum Net Percent; Space Percent Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+LaL Sens.+Lat Total Of Total 1 Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 82.1 37.1 Btu/h Btu/h Btu/h (%), Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 01 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0 0 0 Glass Cond 0 0 0.00 Wall Cond 27 6 33 2 27 3 Wall Cond -291 -363 17.15 Cooling Heating Partition 0 0 0' 0 0 Partition 0 0 0.00 Diffuser 29 29 Floor 0 0 0; 0.00 0 Floor 0 0 0.00 Terminal 29 29 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 29 29 Infiltration 406 406 19 157 15 Infiltration -758 -758 35.81 Sec Fan 0 0 Sub Total=_> 434 6 440 20 184 18 Sub Total=_> -1,049 -1,122 52.97 Nom Vent 15 15 Internal Loads AHU Vent 15 15 Internal Loads ; Infil 11 11 Lights 553 138 691 32: 553 54 Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 23 250 25 People 0 0 0.00 Return 40 40 Misc 0 0 0 0 0 0' Misc 0 0 0.00 Exhaust 26 26 Sub Total=_> 1,053 138 1,191 55 803 79 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 32 -32 0 0 32 3:Ceiling Load -11 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 564 26 0 0:Ventilation Load 0 -1,053 49.74 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0'Adj Air Trans Heat 0 0 0 Dehumid Ov Sizing 0 0 ;Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 7 -0.35 ENGINEERING CKS Exhaust Heat -21 -21 -1, ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 1 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: 'Additional Reheat 0 0.00 %OA 52.0 52.0 Duct Heat Pkup 0 0 01 System Plenum Heat 50 -2.36 cfm/ft' 0.21 0.21 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfmtton 159.11 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 fe/ton 745.27 Btulhr-ft' 16.10 -15.69 Grand Total=_> 1,518 91 2,174 100.00 1,018 100.00 Grand Total==> -1,060 -2,118 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/lb ft' (%) MBh dm °F °F Main Clg 0.2 2.2 1.3 29 82.1 68.4 82.2 43.3 41.8 36.7 Floor 135 Main Htg -2.1 29 37.1 103.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -0.2 29 37.1 43.3 Roof 0 0 0 Total 0.2 2.2 Wall 96 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.1 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 3 of 10 Room Checksums By Valued Customer Exam#3 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7/15 , Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WBIHR: 88/73/98 OADB:88 OADB: 7 SADB 43.5 95.3 Ra Plenum 75.7 69.7 Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 81.6 39.9 Btu/h Btu/h Btu/h (%) Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0; Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0 0 0' Glass Cond 0 0 0.00 Wall Cond 0 0 0 0 0 0. Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0 0 0: Partition 0 0 0.00 Diffuser 32 32 Floor 0 0 0 0.00 0, Floor 0 0 0.00 Terminal 32 32 Adjacent Floor 0 0 0 0 0 0: Adjacent Floor 0 0 0.00 Main Fan 32 32 Infiltration 469 469 20 181 16 Infiltration -876 -876 45.01 Sec Fan 0 0 Sub Total=_> 469 0 469 20, 181 16 Sub Total=_> -876 -876 45.01 Nom Vent 15 15 �Internal Loads Internal Loads AHU Vent 15 15Infil 12 12 Lights 639 160 799 35: 639 58: Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 22 250 23, People 0 0 0.00 Return 44 44 Misc 0 0 0 0 0 01 Misc 0 0 0.00 Exhaust 27 27 Sub Total=_> 1,139 160 1,299 56 889 80 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 36 -36 0 0 36 3:Ceiling Load -13 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 564 24: 0 0;Ventilation Load 0 -1,053 54.09 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 ;Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 8 -0.41 ENGINEERING CKS Exhaust Heat -23 -23 -1' ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: ,Additional Reheat 0 0.00 %OA 47.6 47.6 Duct Heat Pkup 0 0 01 System Plenum Heat -25 1.31 cfm/ft° 0.20 0.20 Underfir Sup Ht Pkup 0 0: ; Underflr Sup Ht Pkup 0 0.00 cfmtton 163.86 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'/ton 810.48 Btu/hr•ft° 14.81 -12.48 Grand Total=_> 1,645 101 2,310 100.00 1,106 100.00 Grand Total==> -889 -1,947 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/lb ft2 (%) MBh cfm OF OF Main Clg 0.2 2.3 1.4 32 81.6 67.9 80.7 43.5 42.0 37.1 Floor 156 Main Htg -2.0 32 39.9 95.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -0.1 32 39.9 43.5 Roof 0 0 0 Total 0.2 2.3 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.0 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 4 of 10 Room Checksums By Valued Customer Hall COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7/15 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBIWB/HR: 88/73/98 OADB:88 OADB: 7 SADB 46.6 95.8 1 Ra Plenum 75.7 69.7 Space Plenum Net Percent; Space Percent; Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.8 53.9 Btu/h Btu/h Btu/h (%); Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0; Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0; Roof Cond 0 0 0.00 Glass Solar 0 0 0 01 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0' 0 0' Glass Cond 0 0 0.00 Wall Cond 0 0 0 01 0 0, Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0: 0 0: Partition 0 0 0.00 Diffuser 63 63 Floor 0 0 0, 0.00 0. Floor 0 0 0.00 Terminal 63 63 Adjacent Floor 0 0 0 0 t 0 0: Adjacent Floor 0 0 0.00 Main Fan 63 63 Infiltration 951 951 26: 366 18. Infiltration -1,775 -1,775 60.71 Sec Fan 0 0 Sub Total=_> 951 0 951 26: 366 18: Sub Total=_> -1,775 -1,775 60.71 Nom Vent 16 16 AHU Vent 16 16 Internal Loads Internal Loads Infil 25 25 Lights 1,294 324 1,618 451 1,294 65: Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 14: 250 13 People 0 0 0.00 Return 88 88 Misc 0 0 0 0: 0 0, Misc 0 0 0.00 Exhaust 41 41 Sub Total=_> 1,794 324 2,118 58, 1,544 78 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 74 -74 0 01 74 4 1 Ceiling Load -26 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 594 16, 0 0 Ventilation Load 0 -1,110 37.94 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 1 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 12 -0.40 ENGINEERING CKS Exhaust Heat -34 -34 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0, ,Additional Reheat 0 0.00 %OA 25.2 25.2 Duct Heat Pkup 0 0 01 System Plenum Heat -51 1.75 cfm/ft' 0.20 0.20 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 207.38 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'lton 1,044.79 Btu/hr•fN 11.49 -9.25 Grand Total=_> 2,819 216 3,629 100.00 1,984 100.00 Grand Total==> -1,801 -2,924 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WBJHR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/lb ft' (%) MBh cfm -F °F Main Clg 0.3 3.6 2.4 63 78.8 65.6 73.3 46.6 45.1 42.2 Floor 316 Main Htg -2.9 63 53.9 95.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 0.3 3.6 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -2.9 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 5 of 10 Room Checksums By Valued Customer Lav Existing COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7/15 Mo/Hr:7/15 , Mo/Hr: Heating Design Cooling Heating Outside Air: OADBIWB/HR: 88/73/98 OADB:88 OADB: 7 SADB 60.7 80.2 Ra Plenum 75.7 69.7 Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total 1 Sensible Of Total: Space Sens Tot Sens Of Total Ret/OA 88.0 7.0 Btu/h Bluth Btu/h (%)' Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0' Skylite Solar. 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0, 0 0; Roof Cond 0 0 0.00 Glass Solar 0 0 0 0, 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0' 0 0 Glass Cond 0 0 0.00 Wall Cond 0 0 0 01 0 0; Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0' 0 01 Partition 0 0 0.00 Diffuser 50 50 Floor 0 0 0; 0.00 0' Floor 0 0 0.00 Terminal 50 50 Adjacent Floor 0 0 0 0' 0 01 Adjacent Floor 0 0 0.00 Main Fan 50 50 Infiltration 198 198 81 116 15, Infiltration -562 -562 13.77 Sec Fan 0 0 Sub Total=_> 198 0 198 8 116 151 Sub Total=_> -562 -562 13.77 Nom Vent 50 50 AHU Vent 50 50 Internal Loads Internal Loads Infil 8 8 Lights 410 102 512 21 ' 410 51 ' Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 211 250 31 People 0 0 0.00 Return 58 58 Misc 0 0 0 0' 0 0, Misc 0 0 0.00 Exhaust 58 58 Sub Total=_> 910 102 1,012 42, 660 83, Sub Total=_> 0 0 0.00 Rm Exh 0 0 ' ' Auxiliary 0 0 Ceiling Load 23 -23 0 Of 23 3 Ceiling Load -8 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,239 52: 0 0,Ventilation Load 0 -3,511 86.03 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid Ov Sizing 0 0 1 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 17 -0.41 ENGINEERING CKS Exhaust Heat -48 -48 -2' ,OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 1 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 100.0 100.0 Duct Heat Pkup 0 0 0 System Plenum Heat -25 0.61 cfm/ft' 0.50 0.50 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 249.89 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 fN/ton 499.79 , ' Btu/hr•ft' 24.01 -40.81 Grand Total=_> 1,131 31 2,401 100.00 799 100.00 Grand Total==> -570 -4,081 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DBIWBIHR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/lb ft' (%) MBh elm OF OF Main Clg 0.2 2.4 1.6 50 88.0 72.9 98.0 60.7 59.3 73.6 Floor 100 Main Htg -4.1 50 7.0 80.2 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -3.0 50 7.0 60.7 Roof 0 0 0 Total 0.2 2.4 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -4.1 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 6 of 10 Room Checksums By Valued Customer Lobby/Waiting COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/15 , Mo/Hr:7/14 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 88/73/98 OADB:87 OADB: 7 SADB 53.8 91.1 Ra Plenum 75.7 69.7 Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total: Space Sens Tot Sens Of Total Ret/OA 78.7 54.6 Btu/h Btu/h Btu/h (%) Btu/h (%), Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0; Roof Cond 0 0 0.00 Glass Solar 2,633 0 2,633 27 2,755 47, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 798 0 798 8 721 12: Glass Cond -4,218 -4,218 41.64 Cooling Heating Wall Cond 17 14 31 01 16 0, Wall Cond -179 -348 3.43 Partition 0 0 0 0 0: Partition 0 0 0.00 Diffuser 249 249 Floor 0 0 0 0.00 0. Floor 0 0 0.00 Terminal 249 249 Adjacent Floor 0 0 0 01 0 0: Adjacent Floor 0 0 0.00 Main Fan 249 249 Infiltration 773 773 8; 284 5, Infiltration -1,444 -1,444 14.25 Sec Fan 0 0 Sub Total=_> 4,221 14 4,235 43, 3,776 64, Sub Total=_> -5,841 -6,010 59.33 Nom Vent 60 60 AHU Vent 60 60 Internal Loads Internal Loads Infil 21 21 Lights 1,053 263 1,316 14: 1,053 18: Lights 0 0 0.00 MlnStoplRh 0 0 People 2,000 0 2,000 211 1,000 17, People 0 0 0.00 Return 270 270 Misc 0 0 0 0: 0 0 Misc 0 0 0.00 Exhaust 81 81 Sub Total=_> 3,053 263 3,316 34 2,053 35 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 60 -60 0 01 60 1 Ceiling Load -21 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,256 23: 0 0 Ventilation Load 0 -4,214 41.60 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid Ov Sizing 0 0 1 ,Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 23 -0.23 ENGINEERING CKS Exhaust Heat -66 -66 -1, 'OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0' Additional Reheat 0 0.00 %OA 24.1 24.1 Duct Heat Pkup 0 0 0 System Plenum Heat 70 -0.69 cfm/ft' 0.97 0.97 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 307.21 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 316.63 Btu/hr-ft' 37.90 -39.42 Grand Total==> 7,334 151 9,740 100.00 5,889 100.00 Grand Total==> -5,862 -10,130 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm "F °F gr/lb °F °F gr/lb ft' (%) MBh cfrn `F `F Main Clg 0.8 9.7 6.9 249 78.7 65.5 73.0 53.8 52.5 57.0 Floor 257 Main Htg -10.1 249 54.6 91.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 0.8 9.7 Wall 224 132 59 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -10.1 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Alternative-1 System Checksums Report Page 7 of 10 Room Checksums By Valued Customer Office COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/15 Mo/Hr:7 115 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 88/73/98 OADB:88 OADB: 7 SADB 42.3 95.3 : Ra Plenum 75.7 69.7 Space Plenum Net Percent; Space Percent Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 82.6 34.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 1 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0, 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0' 0 0 Glass Cond 0 0 0.00 Wall Cond 0 0 0 0 0 0, Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0 0 0 Partition 0 0 0.00 Diffuser 27 27 Floor 0 0 0 0.00 0 Floor 0 0 0.00 Terminal 27 27 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 27 27 Infiltration 397 397 19 153 16 Infiltration -742 -742 40.99 Sec Fan 0 0 Sub Total=_> 397 0 397 19 153 16 Sub Total=_> -742 -742 40.99 Nom Vent 15 15 Internal Loads Internal Loads nfU Vent 5 15 1 Lights 541 135 676 32' 541 55 Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 24 250 26 People 0 0 0.00 Return 37 37 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 26 26 Sub Total=_> 1,041 135 1,176 56, 791 81 1 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 31 -31 0 0: 31 3:Ceiling Load -11 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 564 27 0 0;Ventilation Load 0 -1,053 58.23 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 7 -0.41 ENGINEERING CKS Exhaust Heat -21 -21 -1; ,OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: ,Additional Reheat 0 0.00 %OA 56.2 56.2 Duct Heat Pkup 0 0 01 System Plenum Heat -22 1.19 cfm/ft' 0.20 0.20 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 151.47 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 748.50 Btu/hr-ft' 16.03 -13.71 Grand Total r> 1,469 83 2,116 100.00 975 100.00 Grand Total==> -752 -1,809 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg .ton MBh MBh cfm °F °F gr/lb °F °F gr/lb ft' (%) MBh cfm °F °F Main Clg 0.2 2.1 1.3 27 82.6 68.8 83.5 42.3 40.7 35.1 Floor 132 Main Htg -1.8 27 34.5 95.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat -0.2 27 34.5 42.3 Total 0.2 2.1 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.8 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc Altemative-1 System Checksums Report Page 8 of 10 Room Checksums By Valued Customer Reception COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/15 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 88/73/98 OADB:88 OADB: 7 SADB 55.0 81.5 Ra Plenum 75.7 69.7 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total ReUOA 83.1 32.1 Btu/h Btu/h Btu/h (°/,), Btu/h (%)' Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 t Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0, Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 0 0 0 0 0 0 Glass Cond 0 0 0.00 Wall Cond 0 0 0 01 0 0 Wall Cond 0 0 0.00 Cooling Heating Partition 0 0 0' 0 0 Partition 0 0 0.00 Diffuser 25 25 Floor 0 0 0 1 0.00 0; Floor 0 0 0.00 Terminal 25 25 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 25 25 Infiltration 126 126 10, 65 12 Infiltration -315 -315 22.87 Sec Fan 0 0 Sub Total=_> 126 0 126 10, 65 12 Sub Total=_> -315 -315 22.87 Nom Vent 15 15 Internal Loads 'Internal Loads AHU Vent 15 15Infil 4 4 Lights 229 57 287 22: 229 41 Lights 0 0 0.00 MinStop/Rh 0 0 People 500 0 500 381 250 45 People 0 0 0.00 Return 29 29 Misc 0 0 0 01 0 0 Misc 0 0 0.00 Exhaust 19 19 Sub Total=_> 729 57 787 60: 479 86 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 13 -13 0 0: 13 2 Ceiling Load -5 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 421 32' 0 0 Ventilation Load 0 -1,053 76.58 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 6 -0.41 ENGINEERING CKS Exhaust Heat -16 -16 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Rot.Fan Heat 0 0 0, ,Additional Reheat 0 0.00 %OA 60.0 60.0 Duct Heat Pkup 0 0 0 System Plenum Heat -13 0.95 cfm/f 2 0.45 0.45 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 227.77 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftIlton 510.17 Btu/hr-ft' 23.52 -24.56 Grand Total=_> 868 28 1,317 100.00 557 100.00 Grand Total==> -319 -1,376 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F "F gr/lb ft2 (%) MBh cfm °F °F Main Clg 0.1 1.3 0.8 25 83.1 70.2 90.3 55.0 53.9 60.3 Floor 56 Main Htg -1.4 25 32.1 81.5 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat -0.6 25 32.1 55.0 Roof 0 0 0 Total 0.1 1.3 Wall 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.4 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:1Documents and SettingslcciancilMy DocumentslTRACE 700 ProjectslCOSPT.trc Alternative-1 System Checksums Report Page 9 of 10 Room Checksums By Valued Customer Rehab COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mohr: 7/16 Mo/Hr:7/16 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WI31HR: 87/73/97 OADB:87 OADB: 7 SADB 58.3 78.4 i Ra Plenum 75.7 69.7 Space Plenum Net Percent' Space Percent, Space Peak Coil Peak Percent Return 75.7 69.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total ReVOA 76.5 65.4 Btu/h Btu/h Btu/h (%) Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 1 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0' 0 0 Roof Cond 0 0 0.00 Glass Solar 18,119 0 18,119 59 18,119 75 Glass Solar 0 0 0.00 AIRFLOWS Glass Cond 1,593 0 1,593 5 1,593 7, Glass Cond -8,436 -8,436 44.67 Cooling Heating Wall Cond 123 71 194 1 123 1 Wall Cond -673 -1,089 5.77 Partition 0 0 0 1 0 0 Partition 0 0 0.00 Diffuser 1,303 1,303 Floor 0 0 01 0.00 0 Floor 0 0 0.00 Terminal 1,303 1,303 Adjacent Floor 0 0 0 01 0 0 Adjacent Floor 0 0 0.00 Main Fan 1,303 1,303 Infiltration 1,596 1,596 5 603 2, Infiltration -3,063 -3,063 16.22 Sec Fan 0 0 Sub Total=_> 21,431 71 21,502 71; 20,438 84 Sub Total=_> -12,172 -12,588 66.65 Nom Vent 90 90 AHU Vent 90 90 Internal Loads Internal Loads Infil 44 44 Lights 2,233 558 2,791 9 2,233 9' Lights 0 0 0.00 MinStoplRh 0 0 People 3,000 0 3,000 10 1,500 6 People 0 0 0.00 Return 1,347 1,347 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 134 134 Sub Total=_> 5.233 558 5,791 19 3,733 15: Sub Total=_> 0 0 0.00 Rm Exh 0 0 ' Auxiliary 0 0 Ceiling Load 128 -128 0 0: 128 1 Ceiling Load -45 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 3,293 11, 0 0 Ventilation Load 0 -6,321 33.47 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid Ov Sizing 0 0 1 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 01 0 0 Exhaust Heat 38 -0.20 ENGINEERING CKS Exhaust Heat -110 -110 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0' Additional Reheat 0 0.00 %OA 6.9 6.9 Duct Heat Pkup 0 0 01 System Plenum Heat -16 0.09 cfm/fe 2.39 2.39 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 513.20 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 214.64 , Btu/hr-tV 55.91 -34.65 Grand Total=_> 26,791 392 30,476 100.00 24,298 100.00 Grand Total==> -12,216 -18,886 100.00 No.People 6 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DBIWB/HR Gross Total Glass Capacity Coil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb `F °F gr/lb ft' (%) MBh cfm °F °F Main Clg 2.5 30.5 25.9 1,303 76.5 63.5 67.1 58.3 55.8 62.8 Floor 545 Main Htg -18.9 1,303 65.4 78.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Roof 0 0 0 Total 2.5 30.5 Wall 552 264 48 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -18.9 Project Name: TRACE®700 v6.2 calculated at 10:32 AM on 03/01/2010 Dataset Name: C:\Documents and Settings\ccianci\My Documents\TRACE 700 Projects\COSPT.trc 41ternative-1 System Checksums Report Page 10 of 10 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval --- 1), _,fV _._____ ?.S�0_Hemlock Avenua._. Est. Cost. Ref. 16e, Permit Fee Finallnspecti No. 900444 ��I ---- Building _ _ y,� ------- APProved. - ---- -- Doing3' o Sri m` r Sf n Electric Perm # Applicant/Business Name -- Tcir Applicant Address_�� / (` . /\1 ew iM a ,,T��_.Phone__ c� 3? .^ 2 Addres.of Proposed Sign(s)_ �-(� (-!e 1 a c Lc- Aye _ Zone TYPE of SI3N- KWall or❑ Free-standing klew or❑Replacement Illuminated?EYYes ❑ No Proposed Sign Size(square feet) Sign Height_ 3 No of Existing signs on site Free-standing Wall rn ytllewftow. Description of sign materials and lighting. ATTACH — -- - DIAGRAM OF SIGN —" — -- INCLUDING I have read, understand an gree to abide by the th Windsor Zoning Regulations, Signs. DIMENSIONS Applicant_ _ ___ _ Date- S�o Property Owpe �( `l L u __�_ Date --�— Kumon Signage Options Illuminated . The illuminated channel letter sign is made of fabricated aluminum that is formed to shape letters. The second line of text is a light box with vinyl applied to it. This sign is available with all individual letters, if specified by lease/city. Available in various sizes depending on city/landlord criteria. K-U----- 24"x 79.6" 30"x 99.5" N- 1 36"x 119.4" 48"x 159.2" - -- - -- '� - I R " . (Available as shown w/box beneath or w/ all individual channel letters.) FRONT VIEW SIDE VIEW • Illuminated Light : . The illuminated light box is made of fabricated aluminum. The face of the light box is a white translucent plastic panel with vinyl applied to it. f Available in various sizes depending c on city/landlord criteria. 30"x 80" , KUM (:) N 36"x 916" *�x1,VZ i MATH. READING. SUCCESS. (Other sizes ovodable on a need to have bou) FRONT VIEW SIDE VIEW Option BackerNon-illuminated PVC Letters on Sky Blue The PVC lettered sign is non.illuminated. The top line of copy is made of solid plastic letters that are mounted to a white aluminum backer. The bottom line of copy is cut out vinyl applied directly to the backer. Available in various sizes depending on city/landlord criteria. 24"x 64" 30"x 80" 36"x 96" 48"x 128" C) MATH. READING SUCCESS. ! (Other sizes available on a need to have basis.) FRONT VIEW SIDE VIEW Kumon North America, Inc.Commercial Signage Program Policy and Guidelines Page 2 Revised November,2007 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT i IM b`D 3 APPR VE 1540 SULLIVAN AVENUE ldg.Permit# 644-2511 EXT.230 (Date) (Building Inspe t Application must be printed or typed FEE SCHEDULE // Location f Job: F t?e �/dC71$0-$1,000=$15.00 Street Lot No. Over$1,000- $15.00 per$1,000 or any fraction thereof nation Apt.No. 1 APPLICANT [/ /� J APPLICANT ADDRESS 3 Z` �yL G6 K-7e- &,,rl ce�) k f APPLICANT PHONE# OWNER 'SOW N S fq< e al ,¢✓� OWNER ADDRESS 2 G � /�Ll �� C M. OWNER PHONE Z 63 IkZ 5 I Z 5/ C ESTIMATED COST $ 3 O e-9(f2 IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ S 1� 0 0 TYPE OF JOB: ` �h - �`SoR•co�� /�et New Installation Alteration/Addition Repair le0173� Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A O RESIDENTIAL BUILDING PERMIT APPLICATION? A"'YES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY O MERCANTILE 0 EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MDCED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION /��— rc f�CJ SIZE OF MAIN DRAIN IV NO.OF TOILETS STYLE NO.URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK it l Peel 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. TYPE STATE ` SIGNATURE OF APPLICANT c� li_u. DATE l YD /6 t }_g _. '1� `.: •.N_ a� K-_�i1 ""3 • k ip! .l itP `['N 'adz. �`+r ws'i NX' l } ' p� R. � . w ' abIAXT x x } e 8 r . :'•4.:: ._ �r-�rtt ,may, �..� � ,2 �..., . _ • }. h4.. va 00 � -- -7 o- --,-- o a --1 u -- Y-- - 9 - a kl g Ewa° t s= ? �I r.r APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT (o U 5 AP P 1540 SULLIVAN AVENUE 644-2511.ext. 230 Bldg.Permit# lLtn-j i(o by�? Date Building Inspector , Application must be printed or typed FEE SCHEDULE Location of Job: $0411000a415.00 1pc,j � /�v� Over$1,000— Street No. Stroet Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT L� L✓1 rc��,`� APPLICANT ADDRESS aZ I=G lkho r �: f'I!1 crbl'll e z-74� APPLICANT'S PHONE:# OWNER G L y V OWNER ADDRESS C OWNER PHONE C ESTIMATED COST$ Z �� IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ w� TYPE OF JOB: 4— 5v�S ds � OR o C New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF]JUrLDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMITAPPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY .BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY 0 STORAGE ADDRESS ❑ GARAGE ❑ MDCED USE CH'y 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 CIRCUIT'S NUMBER`OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK tA 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 C71 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE f L�--/ STATE OF CONNECTICUT MEMBERS STATE TRAFFIC COMMISSION commissioner of Transportation DEPARTMENT OF TRANSPORTATION Commissioner of Public Safety ~'�• ;� 2800 BERLIN TURNPIKE, P.O. BOX 317546 commissioner of Motor vehicles NEWINGTON, CT 06131-7546 Phone: (860)594-3020 September 21, 2004 Messrs John Finguerra and Trang T. Nguyen Vision' s Salon and Spa Corporation 207 Buckland Road South Windsor, CT 06074 Dear Messrs Finguerra and Nguyen Subject Town of South Windsor Vision's Salon and Spa (Evergreen Walk) Enclosed is a copy of Traffic Investigation Report No. 132-0405-01 approved at the September 21, 2004 meeting of the State Traffic Commission, detailing conditions for the issuance of a Certificate In accordance with Section 14-311 of the General Statutes, a building/foundation permit cannot be obtained from the Town until a certificate- is issued. A certificate will not be issued by this office until the Traffic Investigation Report .has been recorded on the municipal land records in accordance with Condition No 2, and this office has been so notified. The approval will expire on September 20, 2006 unless all the requirements are satisfied Very truly yours, �dbc rn X. Ca&iJo Robbin L Cabelus Executive Director Enclosures cc Chief Gary K. Tyler Mr Christopher Dougan - Please confirm certificate issuance with STC Planning and Zoning Commission Mr. Stephen F Mitchell, P E Mr Richard J. Porth Thomas W. DeMille, Esq Mr James M. Mayer An Equal Opportunity Employer printed on recycled or recovered paper nZA-IO REV I/97 Report By: YKN Date: 07/04 STATE OF CONNECTICUT STC No: 132-0405-01 DEPARTMENT OF TRANSPORTATION Checked By: PJC Date: 07/04 TRAFFIC INVESTIGATION Loc.No: REPORT TO THE See Previous Traffic Investigation Report STATE TRAFFIC COAM]ISSION Approved By STC No. 132-0104-01 _ Town of South Windsor Date: 2 i Requested By: Location: Vision's Salon&Spa- Vision's Salon&Spa Corporation, Buckland Road South Windsor,CT � ( How Requested: Certificate Application Certificate Date: 05/04 Not EXECUTIVE DIRECTOR Issued Recommendation: In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that the State Traffic Commission (STC) issue a certificate to Vision's Salon & Spa Corporation for the 9,000 square foot expansion of Evergreen Walk,for a total 1,239,000 square-foot gross floor area mix-use commercial development with 5,243 parking spaces, located on Buckland Road in the Town of South Windsor, stating that the operation thereof will not imperil the safety of the public based on the following conditions. The conditions are referenced to the developer's plan entitled:" A. "Vison's Salon & Spa, 207 Buckland Road, South Windsor, Connecticut, Sheet 5 of 13 dated April 26,2004" find prepared by Design Professionals, Inc. B. "General Plan of Development Master Plan, Evergreen Walk, Evergreen Walk, LLC, Sheet Z-5," dated June 18, 2001 and last revised on May 20, 2004, prepared by FLB Architecture&Planning,Inc. 1. That all conditions of STC Certificate 1533 as described in Traffic Investigation Report No. 132- 0104-01 remain in effect. 2. That prior to the issuance of a Certificate, a copy of this report be recorded on the municipal land records in accordance with the attached procedure. A copy of the Certificate shall be recorded on the land records upon issuance. 3. That the STC reserves the right to require additional improvements or changes, as deemed necessary, due to the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. By rvision o r c ngmeenng Bureau of Engineering and Highway Operations 1 i • I Traffic Investigation Report No. 132-0405-01 Town of South Windsor Vision's Salon&Spa(Evergreen Walk) Mr. Scott Hesketh, P.E., the applicant's authorized representative, concurred with the above recommendations on August 10,2004,except for Condition No. 3. Police Sgt. Richard Bond, representing Police Chief Gary K. Tyler, the Legal Traffic Authority for the Town of South Windsor,concurred with the above recommendations on July 8,2004. 2 Report of Findings Town of South Windsor Vision's Salon&Spa(Evergreen Walk) Traffic Investigation Report No. 132-0405-01 Proposal: Evergreen Walk is currently certified for a total 1,230,000 sq. ft. of gross floor area mix-use commercial development with 5,200 parking spaces. The developer has proposed to add 9,000 sq. ft. of building area along with 43 parking spaces. Upon completion, Evergreen Walk will have a total of 1,239,000 sq. ft. of building area along with 5,243 parking spaces. Access to the proposed development will be via an internal driveway. It is noted that the previously approved Evergreen Walk development is currently under construction and is anticipated to be occupied in late 2004. Generated Traffic: The proposed additional development is expected to generate an additional 28 trips during the a.m. peak hour and 52 trips during the p.m. peak hour. The volume data has been reviewed and approved by the Department's Bureau of Policy and Planning. Conclusion: The traffic generation associated with the addition of Vision's Salon & Spa is expected to have very little traffic impact beyond that anticipated for the previously approved development (Evergreen Walk). Therefore,no improvements are necessary, other than those required by Traffic Investigation Report No. 132-0104-01 (Certificate No. 1533). J 3 t, sit N`d' I I .� (ttu DuZ).r4 I I� - W 0 Ofwa li � I la s PLO OF -- o41xv- Ff ©. Guoo.�sfyj� tAIVj4 I I M u ONLY �! air 7C $� i 7'4.i 1-�.• 4� to ► �1'"` L' k� _ J C f � S b t Rj ' t ��l n j Ce- O o � V f�'t4AL EN • .. � IIHQ><t - t -.4 # PROPERTY OF �4 '�- NO. BUCKUND RO#D ri , COvN . HAIDER "L: trRTSWOLD C.E. r any, ff s � •^fi b " f •} i ,yc,n.r, •y a 1 .�t t - a '1 _ _ Y .Er`. .3 _r,. i r! 7fcr Y ".�, t. 1 `h It t 7 F�1tf a �� • �} F t :a ,�v i •n?t'TA '•'O ''ss�,` `t-�•• .�.w .4 .�.y� {:r � �r r t'"r' s'�`°_'#�l`.c]}�,� _s.T. it yyt�;:v . Jz MAR 2 1992 Souti, Windsor CUILDING DEPARTMENT C 'S of the rroF"';1 !„'C or vti, -ic d at Z.o± S.C.k t—:rthur with arnenJmnrt-, statri H f" fil--d wtth plan and I n;r—t, comply wi,,h f:, x and state 13ws !,d such orders As cr !3sdrd by the Bul J'j Tr-,1 D�p,rtment during '-f tildS apti"tlp�a and finil issuance of a t-, permit. -,.-,rjod —AM111' T"I is plan Is approved subi—t to the 'd.rs and ordinances regulating WMfog Orr?Oled with. Appmvecl These Cl-liidlrq: Inspectog �EfjTIFICATION OF ZONING COMPLIAM`i� e,l proposed building(s), use(s) andfor structure(s', as shown oil this plan Appear(s) to be in o4f- conformance with current South... Wind— A-. regulatlons. YarlanceS and special exceptlon-- my, aP0.1Y.- (A%ktz Z C%Ci Date ng Enforcement officer Hydraulics Summary Sheet A.L. FIRE PROTECTION �`� Designer: JED 45 CHERRY STREET 0 EAST HARTFORD, CONNECTICUT Calc By. JED Date: 9-14-07 .A I 1 � -�1 �3� 5103 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 40.97 PSI Spr Req'd Flow: 387.69 GPM Add'I Flows: 0.00 GPM Contract No: Hose at Srce: 250.00 GPM Total Flow: 637.69 GPM Building: GROUND FLOOR Total Pres: 40.97 PSI System ID: UISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: ORD II Water Flow TestStatic: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: O.0 PSI@ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: UIKING Model: M Available... Size: 1/2 P) 63.90 PSI@ 637.69 GPM K—Factor: 5.6 F) 40.97 PSI@ 2011.96 GPM Temp. Rating: 1SS t Margin... T. Pressure: 22.93 PSI Flow: 1374.27 GPM Sigma Dynamics Corporation 7700 Summary Sheet �� s , a��,� • : • 4_'� i �` "� ,` : ° yf.�� ;� . . SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 1 VISION SPA GROUND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 .00 PSI RESIDUAL 60 .00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 637 .7 GPM 63 .90 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 70 25 .95 22 00 5 .60 21.47 71 26 .00 22 00 5 .60 21.56 72 26 20 22 .00 5 .60 21.89 73 27 80 22 .00 5 .60 24 .65 74 23 .96 22 .00 5 .60 18 .31 75 24 .02 22 00 5 .60 18 .39 76 24 .20 22 .00 5 .60 18 .68 77 25 .70 22 00 5 .60 21.05 78 23 .01 22 .00 5 .60 16 88 79 23 .06 22 .00 5 .60 16.96 80 23 .24 22 .00 5 .60 17.22 81 24 68 22 .00 5 .60 19 .42 82 22 . 00 22 .00 5 .60 15 43 83 22 .05 22 .00 5 .60 15 50 84 22 .22 22 .00 5 .60 15 .74 85 23 .61 22 .00 5 .60 17 .77 TOTAL WATER REQUIRED FOR SYSTEM 387 69 GPM OUTSIDE HOSE STREAMS AT 0 250 .00 GPM TOTAL WATER REQUIREMENT 637 .69 GPM PRESSURE REQUIRED AT 0 40 .97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 00 PSI MAXIMUM VELOCITY FROM 63 TO 73 16 .04 FPS r SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 2 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 78 82 1.049 L 9 .33 C=120 PT 15 .43 ( 82) Q 22 . 00 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0.1552 PF 1 45 74 78DQ 23 .01 1.380 L 9 .33 C=120 PT 16.88 ( 78) Q 45 .01 F=0 F 0 .00 PE 0 .00 BN T 9 33 0 .1535 PF 1 43 70 74DQ 23 .96 1 .380 L 9 .33 C=120 PT 18 .31 ( 74) Q 68 .97 F=0 F 0 00 PE 0 00 BN T 9 .33 0 .3381 PF 3 .15 60 70DQ 25 .95 1.610 L 1 00 C=120 PT 21 46 ( 70) Q 94 .92 F=T F 8 .00 PE 0 00 BN T 9 00 0 .2881 PF 2 59 61 60 3 .260 L 11.00 C=120 PT 24 05 ( 60) Q 94 .92 F=0 F 0 00 PE 0 00 NC T 11 00 0 .0093 PF 0 .10 PT 24 15 ( 61) ------------------ 81 85 1.049 L 9 .33 C=120 PT 17 .77 ( 85) Q 23 .61 F=0 F 0 .00 PE 0 00 BN T 9 33 0 .1769 PF 1 65 77 81DQ 24 . 68 1.380 L 9 .33 C=120 PT 19 .42 ( 81) Q 48 .29 F=0 F 0 00 PE 0 00 BN T 9 .33 0 1748 PF 1 63 73 77DQ 25 .70 1.380 L 9 .33 C=120 PT 21 05 ( 77) Q 73 .99 F=0 F 0.00 PE 0 .00 BN T 9 .33 0 3849 PF 3 .59 63 73DQ 27 . 80 1.610 L 1 .00 C=120 PT 24 .64 ( 73) Q 101.79 F=T F 8 .00 PE 0 00 BN T 9 .00 0 .3278 PF 2 .95 35 63 3 .260 L 8 .00 C=120 PT 27 .59 ( 63) Q 101.79 F=T F 13 .00 PE 0 00 NC T 21 .00 0 0106 PF 0 .22 PT 27 .81 ( 35) ------------------ 80 84 1.049 L 9 .33 C=120 PT 15 .74 ( 84) Q 22 .22 F=0 F 0 .00 PE 0 .00 BN T 9.33 0 .1581 PF 1.48 SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 3 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 76 80DQ 23 .24 1 .380 L 9 .33 C=120 PT 17 .22 ( 80) Q 45 .46 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0.1563 PF 1.46 72 76DQ 24 .20 1.380 L 9 .33 C=120 PT 18 . 68 ( 76) Q 69 .66 F=0 F 0 .00 PE 0 .00 BN T 9 33 0 3443 PF 3 .21 62 72DQ 26 .20 1.610 L 1.00 C=120 PT 21.89 ( 72) Q 95 .86 F=T F 8 .00 PE 0 .00 BN T 9 .00 0 .2934 PF 2 . 64 PT 24 .53 ( 62) ------------------ 79 83 1 049 L 9 .33 C=120 PT 15 .50 ( 83) Q 22 05 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1559 PF 1 45 75 79DQ 23 .06 1 380 L 9 33 C=120 PT 16 .95 ( 79) Q 45 11 F=0 F 0 .00 PE 0 .00 BN T 9.33 0 .1541 PF 1 .44 71 75DQ 24 .02 1.380 L 9 .33 C=120 PT 18 .39 ( 75) Q 69 .12 F=0 F 0.00 PE 0 .00 BN T 9 .33 0 .3394 PF 3 .17 61 71DQ 26 00 1.610 L 1 00 C=120 PT 21 .56 ( 71) Q 95 .13 F=T F 8 .00 PE 0 . 00 BN T 9 .00 0 .2892 PF 2 .60 62 61DQ 94 92 3 .260 L 11 00 C=120 PT 24 .16 ( 61) Q 190 . 05 F=0 F 0 .00 PE 0 . 00 NC T 11.00 0.0335 PF 0 .37 36 62DQ 95 .86 3 .260 L 3 .00 C=120 PT 24 .53 ( 62) Q 285 .91 F=T F 13 .00 PE 0 .00 NC T 16.00 0 .0713 PF 1 .14 35 36 3 .260 L 14 .00 C=120 PT 25 .67 ( 36) Q 285 .91 F=2E F 10 .00 PE 0 .43 FM T 24 .00 0 0713 PF 1 .71 20 35DQ 101.79 3 .260 L 18 .00 C=120 PT 27 .81 ( 35) Q 387 .69 F=3E,T F 28.00 PE 0 . 00 FM T 46 .00 0.1253 PF 5 .76 14 20 3 .260 L 9.00 C=120 PT 33 .57 ( 20) Q 387.69 F=T,BV,ALV F 23 .00 PE 3 .90 FR T 32 .00 0.1253 PF 4 .01 SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 4 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 13 14 4 .260 L 4 .00 C=120 PT 41.48 ( 14) Q 387 .69 F=0 F 0 .00 PE 0 .00 FM T 4 00 0 .0341 PF 0 .14 12 13 4 .260 L 4 .00 C=120 PT 41.62 ( 13) Q 387 .69 F=150/0 F 150 .00 PE 0 .00 FM T 154 .00 0 .0341 PF 5 .25 11 12 6 .340 L 75 . 00 C=140 PT 46 . 87 ( 12) Q 387 .69 F=E,T,GV F 56 .00 PE -6 .50 UN T 131.00 0 . 0037 PF 0 .48 0 11 8 .450 L 75 .00 C=140 PT 40 . 85 ( 11) Q 387 .69 F=T,GV F 51.90 PE 0 .00 UN T 126 .90 0 . 0009 PF 0 .11 PT 40 .96 ( 0) VISION SPA Sigma Dynamics Corporation 7700 Supply/ Demand Graph 125 120 115 Margin 110 Pressure 22.93 PSI Flow 1374.27 GPM 105 100 95 80 85 80 75 N 70 65• • 60 • a 55 $ 50 45 40 • Hoses • 35 30 25 •� 20 c 15 10 D 5 N A5 0150 300 450 600 750 960 1050 1200 1350 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 40.97 PSI @ 387.69 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 250.00 GPM Elevation 0.00 PSI Total Demand 40.97 PSI @ 637.69 GPM Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 44.97 PSI Spr Req'd Flow: 241.19 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 341.19 GPM Building: SECOND FLOOR Total Pres: 44.97 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: LIGHT Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density: .10 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 225 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIGHT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: DIKING Model: M Available... Size: 1/2 P) 66.02 PSI@ 341.19 GPM F) 44.97 PSI@ 1838.72 GPM K—Factor: 5.6 Temp. Rating: 155 Margin... a - Pressure: 21.06 PSI Flow: 1497.54 GPM Sigma Dynamics Corporation 7700 Summary Sheet .a.. ,�`.y.��s�. N `;! wi., SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 VISION SPA SECOND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 .00 PSI RESIDUAL 60 .00 PSI @ 990 00 GPM CITY PRESSURE AVAILABLE AT 341.2 GPM 66.02 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 38 23 .39 15 .00 5 . 60 17 .44 40 21 .49 15 .00 5 .60 14.72 43 21.16 15 .00 5 .60 14 .27 44 20 .23 15 .00 5 .60 13 .04 45 19 .27 15 .00 5 .60 11.84 46 18 .01 15 .00 5 .60 10 .34 47 17 .38 15 .00 5 .60 9 .64 48 19 .07 15 .00 5 .60 11.60 49 15 .70 15 .00 5 .60 7 . 86 50 15 .00 15 .00 5 .60 7 . 17 51 18 .94 15 00 5 .60 11.44 52 16 .25 15 .00 5 .60 8 .42 53 15 .30 15 .00 5 .60 7 .47 TOTAL WATER REQUIRED FOR SYSTEM 241.19 GPM OUTSIDE HOSE STREAMS AT 0 100 00 GPM TOTAL WATER REQUIREMENT 341.19 GPM PRESSURE REQUIRED AT 0 44 .97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 37 TO 38 21.18 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 49 50 1.049 L 7 .00 C=120 PT 7 .17 ( 50) Q 15 .00 F=E F 2 .00 PE 0 .00 BN T 9 .00 0 .0764 PF 0 . 69 48 49DQ 15 .70 1 .049 L 13 .00 C=120 PT 7 . 86 ( 49) Q 30 .70 F=0 F 0.00 PE 0 . 00 BN T 13 00 0 .2876 PF 3 .74 41 48DQ 19.07 1.380 L 10 .00 C=120 PT 11 .60 ( 48) Q 49 .78 F=T F 6 .00 PE 0 . 00 BN T 16 .00 0 .1849 PF 2 .96 PT 14 .56 ( 41) ------------------ 52 53 1.049 L 12 00 C=120 PT 7 .47 ( 53) Q 15.30 F=0 F 0 .00 PE 0 . 00 BN T 12 .00 0 .0793 PF 0 .95 51 52DQ 16.25 1.049 L 10 .00 C=120 PT 8 .42 ( 52) Q 31.55 F=0 F 0 .00 PE 0 . 00 BN T 10 00 0 .3025 PF 3 . 03 42 51DQ 18.94 1.380 L 9 .00 C=120 PT 11.45 ( 51) Q 50 .50 F=T F 6.00 PE 0 . 00 BN T 15 .00 0 .1899 PF 2 . 85 PT 14 . 30 ( 42) ------------------ 46 47 1.049 L 7 00 C=120 PT 9 . 64 ( 47) Q 17 .38 F=0 F 0 .00 PE 0 . 00 BN T 7 00 0 .1004 PF 0 .70 45 46DQ 18 .01 1 .049 L 4 00 C=120 PT 10 .34 ( 46) Q 35 .39 F=0 F 0.00 PE 0 .00 BN T 4 .00 0 .3741 PF 1.50 44 45DQ 19 .27 1 .380 L 5 .50 C=120 PT 11 . 84 ( 45) Q 54 .66 F=0 F 0 00 PE 0 .00 BN T 5 .50 0 .2198 PF 1.21 39 44DQ 20 23 1 610 L 7 .00 C=120 PT 13 .05 ( 44) Q 74 .88 F=T F 8.00 PE 0 .00 BN T 15.00 0 1858 PF 2 .79 PT 15 .84 ( 39) ---------- ------- 42 43 2 .157 L 4 .00 C=120 PT 14 .27 ( 43) Q 21.16 F=0 F 0 .00 PE 0 . 00 NC T 4 .00 0 .0043 PF 0 . 02 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42DQ 50 .50 2 .157 L 6 .50 C=120 PT 14 .29 ( 42) Q 71. 65 F=0 F 0 .00 PE 0 .00 NC T 6 .50 0 0412 PF 0 .27 40 41DQ 49 .78 2 .157 L 1.50 C=120 PT 14 .56 ( 41) Q 121 .43 F=0 F 0 .00 PE 0 .00 NC T 1.50 0 .1093 PF 0 .16 39 40DQ 21.49 2 .157 L 7 .50 C=120 PT 14 .72 ( 40) Q 142 92 F=0 F 0.00 PE 0 .00 NC T 7.50 0 .1478 PF 1.11 38 39DQ 74 .88 2 .157 L 5 .00 C=120 PT 15 .83 ( 39) Q 217 .80 F=0 F 0 .00 PE 0 .00 NC T 5 .00 0 .3223 PF 1 61 37 38DQ 23 .39 2 .157 L 10 .00 C=120 PT 17 .44 ( 38) Q 241.19 F=E F 3 .50 PE 0 .00 NC T 13 .50 0 .3892 PF 5 .25 36 37 2 635 L 37 .00 C=120 PT 22 .69 ( 37) Q 241.19 F=3E F 12 .90 PE 0 .00 FM T 49 .90 0 .1468 PF 7 .33 35 36 3 .260 L 14 50 C=120 PT 30 .02 ( 36) Q 241 .19 F=T F 13 .00 PE 6 28 FR T 27 .50 0 .0521 PF 1.43 20 35 3 .260 L 18 .00 C=120 PT 37 .73 ( 35) Q 241 19 F=3E,T F 28 .00 PE 0 .00 FM T 46 .00 0 .0521 PF 2 40 14 20 3 260 L 9 .00 C=120 PT 40 .13 ( 20) Q 241 .19 F=T,BV,ALV F 23 .00 PE 3 .90 FR T 32 .00 0 .0521 PF 1 67 13 14 4 .260 L 4 .00 C=120 PT 45 .70 ( 14) Q 241 .19 F=0 F 0 .00 PE 0 00 FM T 4 .00 0 .0142 PF 0 .06 12 13 4 .260 L 4 .00 C=120 PT 45 76 ( 13) Q 241 .19 F=382/0 F 382 .00 PE 0 .00 FM T 386.00 0 .0142 PF 5 .48 11 12 6.340 L 75 .00 C=140 PT 51.24 ( 12) Q 241 .19 F=E,T,GV F 56 .00 PE -6.50 UN T 131.00 0 .0015 PF 0 .20 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 4 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 11 8 .450 L 75 .00 C=140 PT 44 .94 ( 11) Q 241.19 F=T,GV F 51.90 PE 0 .00 UN T 126 .90 0 .0004 PF 0.05 PT 44 99 ( 0) cs VISION SPA 77100 Supply/ Demand Gralph P 125 120 5 Margin 11 Pressure 21.06 PSI 11 Flow 1497.54 GPM 105 100 85 90 85 80 75 y 70 65 • 60 • 4 55 $ 50 45 - ° • 40 35 30 25 Y 20 15 10 D 5 0 150 300 460 600 750 900 1060 1200 1350 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 44.97 PSI @ 241.19 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 44.97 PSI @ 341.19 GPM Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Colc By: JED EAST HARTFORD, CONNECTICUT Date: 9-14-07 Hydraulics Project Information H y Information VISIONS SPA 207 BUCKLAND HILS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 40.97 PSI Spr Req'd Flow: 387.69 GPM Add'I Flows: 0.00 GPM Contract No: Hose at Srce: 250.00 GPM Total Flow: 637.69 GPM Building: GROUND FLOOR Total Pres: 40.97 PSI System ID: UISION SPA Ref. Drawing No: FP-1 Static Elev: 0.00 Ft Construction: NON-COMB Supply... Occupancy: ORD II Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: O.O PSI@ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: UIKING Model: M Available... Size: 1/2 �� P) 63.90 PSI@ 637.69 GPM K—Factor: 5.6 a00�i�� F) 40.97 PSI@ 2011.96 GPM Temp. Rating: iSS 3c . Margin... Pressure: 22.93 PSI Flow: 1374.27 GPM Sigma Dynamics Corporotion 7700 Summary Sheet . , � i ti �� ` � t•�-� • SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 1 VISION SPA GROUND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 .00 PSI RESIDUAL 60 .00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 637 .7 GPM 63 .90 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 70 25.95 22 .00 5 .60 21 .47 71 26 00 22 .00 5 .60 21 .56 72 26 20 22 .00 5 .60 21.89 73 27 80 22 .00 5 .60 24 .65 74 23 .96 22 .00 5 .60 18 .31 75 24 .02 22 .00 5 .60 18 .39 76 24 .20 22 .00 5 .60 18 .68 77 25 .70 22 .00 5 .60 21 .05 78 23 .01 22 .00 5 .60 16 .88 79 23 .06 22 .00 5 .60 16 .96 80 23 .24 22 .00 5 .60 17 .22 81 24 68 22 .00 5 .60 19 .42 82 22 .00 22 . 00 5 . 60 15 .43 83 22 .05 22 .00 5 .60 15 .50 84 22 22 22 .00 5 .60 15 .74 85 23 .61 22 .00 5 .60 17 .77 TOTAL WATER REQUIRED FOR SYSTEM 387 .69 GPM OUTSIDE HOSE STREAMS AT 0 250 00 GPM TOTAL WATER REQUIREMENT 637 .69 GPM PRESSURE REQUIRED AT 0 40 97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 63 TO 73 16 .04 FPS SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 2 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 78 82 1.049 L 9 .33 C=120 PT 15 .43 ( 82) Q 22 00 F=0 F 0 00 PE 0 .00 BN T 9 .33 0 .1552 PF 1.45 74 78DQ 23 .01 1 380 L 9 33 C=120 PT 16.88 ( 78) Q 45 01 F=0 F 0 00 PE 0 00 BN T 9 .33 0 .1535 PF 1.43 70 74DQ 23 .96 1.380 L 9 .33 C=120 PT 18 .31 ( 74) Q 68 .97 F=0 F 0 00 PE 0 .00 BN T 9 .33 0 .3381 PF 3 .15 60 70DQ 25 .95 1.610 L 1.00 C=120 PT 21.46 ( 70) Q 94 .92 F=T F 8 .00 PE 0 .00 BN T 9 .00 0 .2881 PF 2 .59 61 60 3 .260 L 11.00 C=120 PT 24 .05 ( 60) Q 94 .92 F=0 F 0 . 00 PE 0 00 NC T 11.00 0 .0093 PF 0 .10 PT 24 .15 ( 61) ------------------ 81 85 1.049 L 9 .33 C=120 PT 17 .77 ( 85) Q 23 .61 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1769 PF 1.65 77 81DQ 24 .68 1 380 L 9 .33 C=120 PT 19 .42 ( 81) Q 48 .29 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1748 PF 1 .63 73 77DQ 25 70 1.380 L 9 .33 C=120 PT 21.05 ( 77) Q 73 .99 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .3849 PF 3 .59 63 73DQ 27 .80 1.610 L 1.00 C=120 PT 24 .64 ( 73) Q 101.79 F=T F 8 .00 PE 0 .00 BN T 9 .00 0 .3278 PF 2 95 35 63 3 .260 L 8 .00 C=120 PT 27 .59 ( 63) Q 101 .79 F=T F 13 .00 PE 0 00 NC T 21.00 0 .0106 PF 0 22 PT 27 .81 ( 35) ------------------ 80 84 1.049 L 9 .33 C=120 PT 15 .74 ( 84) Q 22 .22 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1581 PF 1.48 SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 3 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 76 80DQ 23 .24 1 380 L 9 .33 C=120 PT 17 .22 ( 80) Q 45 .46 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1563 PF 1.46 72 76DQ 24 .20 1.380 L 9 .33 C=120 PT 18 .68 ( 76) Q 69 .66 F=0 F 0 .00 PE 0 00 BN T 9 .33 0 3443 PF 3 21 62 72DQ 26 .20 1.610 L 1.00 C=120 PT 21.89 ( 72) Q 95 .86 F=T F 8 .00 PE 0 00 BN T 9 .00 0 .2934 PF 2 .64 PT 24 53 ( 62) ------------------ 79 83 1.049 L 9 .33 C=120 PT 15 50 ( 83) Q 22 .05 F=0 F 0 .00 PE 0 00 BN T 9 .33 0 .1559 PF 1.45 75 79DQ 23 06 1.380 L 9 33 C=120 PT 16 95 ( 79) Q 45 .11 F=0 F 0 .00 PE 0 00 BN T 9 .33 0 .1541 PF 1 44 71 75DQ 24 02 1.380 L 9 .33 C=120 PT 18 39 ( 75) Q 69 .12 F=0 F 0 .00 PE 0 00 BN T 9 .33 0 .3394 PF 3 .17 61 71DQ 26 .00 1.610 L 1.00 C=120 PT 21 56 ( 71) Q 95 13 F=T F 8 .00 PE 0 00 BN T 9 .00 0 .2892 PF 2 60 62 61DQ 94 92 3 .260 L 11.00 C=120 PT 24 16 ( 61) Q 190 .05 F=0 F 0 .00 PE 0 00 NC T 11 .00 0 .0335 PF 0.37 36 62DQ 95 .86 3 .260 L 3 .00 C=120 PT 24 .53 ( 62) Q 285 91 F=T F 13 .00 PE 0.00 NC T 16.00 0 .0713 PF 1.14 35 36 3 .260 L 14 .00 C=120 PT 25 .67 ( 36) Q 285 .91 F=2E F 10 .00 PE 0 43 FM T 24.00 0 .0713 PF 1.71 20 35DQ 101.79 3 .260 L 18 .00 C=120 PT 27.81 ( 35) Q 387 .69 F=3E,T F 28 .00 PE 0 .00 FM T 46 .00 0 .1253 PF 5.76 14 20 3 .260 L 9 .00 C=120 PT 33 57 ( 20) Q 387.69 F=T,BV,ALV F 23 .00 PE 3 .90 FR T 32 .00 0 .1253 PF 4.01 ' SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 4 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 13 14 4 .260 L 4 .00 C=120 PT 41.48 ( 14) Q 387 69 F=0 F 0 .00 PE 0 .00 FM T 4 .00 0.0341 PF 0 .14 12 13 4 .260 L 4 .00 C=120 PT 41. 62 ( 13) Q 387 .69 F=150/0 F 150 .00 PE 0 .00 FM T 154 .00 0 .0341 PF 5 .25 11 12 6 .340 L 75 .00 C=140 PT 46 . 87 ( 12) Q 387 . 69 F=E,T,GV F 56 00 PE -6 .50 UN T 131.00 0 .0037 PF 0 .48 0 11 8 450 L 75 .00 C=140 PT 40 . 85 ( 11) Q 387 .69 F=T,GV F 51 90 PE 0 .00 UN T 126 .90 0.0009 PF 0 .11 PT 40 . 96 ( 0) igma cs on yna VISION SPA 7700 SuDpplyr/i Demand oGraph 125 120 5 Margin 11 Pressure 22.93 PSI 11 Flow 1374.27 GPM 105 100 95 90 85 80 75 70 • 65 • 60 • a 55 $ 50 45 40 • Hoses • 35 30 25 m 20 c 15 10 D 5 WAS 0150 300 450 600 750 900 1050 1200 1350 1600 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 40.97 PSI @ 387.69 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 2S0.00 GPM Elevation 0.00 PSI Total Demand 40.97 PSI @ 637.69 GPM Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 44.97 PSI Spr Req'd Flow: 241.19 GPM Add'i Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 341.19 GPM Building: SECOND FLOOR Total Pres: 44.97 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: LIGHT Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI @ 0.0 GPM Density: .10 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 225 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIGHT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: VIKING Model: M Available... Size: 1/2 P) 66.02 PSI@ 341.19 GPM K—Factor: 5.6 F) 44.97 PSI@ 1838.72 GPM Temp. Rating: 155 { Margin... Pressure: 21.06 PSI Flow: 1497.54 GPM Sigma Dynamics Corporation 7700 Summary Sheet ,x '`�t t,� �`-� � :r..�� sj. i' SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 • VISION SPA SECOND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 .00 PSI RESIDUAL 60 .00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 341 .2 GPM 66 .02 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 38 23 .39 15 .00 5 . 60 17 44 40 21 .49 15 .00 5 .60 14 .72 43 21.16 15 .00 5 .60 14 27 44 20 .23 15 .00 5 .60 13 .04 45 19 .27 15 .00 5 .60 11 84 46 18 .01 15 .00 5 .60 10 .34 47 17 .38 15 .00 5 .60 9 64 48 19 . 07 15 .00 5 .60 11.60 49 15 .70 15 .00 5 .60 7 .86 50 15 .00 15 .00 5 .60 7 .17 51 18 .94 15 .00 5 .60 11.44 52 16 .25 15 .00 5 .60 8 .42 53 15 .30 15 .00 5 .60 7 47 TOTAL WATER REQUIRED FOR SYSTEM 241.19 GPM OUTSIDE HOSE STREAMS AT 0 100 00 GPM TOTAL WATER REQUIREMENT 341.19 GPM PRESSURE REQUIRED AT 0 44 .97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 37 TO 38 21.18 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 49 50 1 .049 L 7 .00 C=120 PT 7 .17 ( 50) Q 15 .00 F=E F 2 .00 PE 0 .00 BN T 9 .00 0 .0764 PF 0 69 48 49DQ 15 70 1 .049 L 13 .00 C=120 PT 7 .86 ( 49) Q 30 .70 F=0 F 0 .00 PE 0 .00 BN T 13 .00 0.2876 PF 3 .74 41 48DQ 19 .07 1 .380 L 10 .00 C=120 PT 11.60 ( 48) Q 49 .78 F=T F 6 00 PE 0 .00 BN T 16 .00 0 .1849 PF 2 .96 PT 14 .56 ( 41) ------------------ 52 53 1.049 L 12 .00 C=120 PT 7 .47 ( 53) Q 15 .30 F=0 F 0 .00 PE 0 00 BN T 12 .00 0 .0793 PF 0 .95 51 52DQ 16 .25 1.049 L 10 .00 C=120 PT 8 42 ( 52) Q 31.55 F=0 F 0 00 PE 0 .00 BN T 10 00 0 3025 PF 3 .03 42 51DQ 18.94 1.380 L 9 .00 C=120 PT 11.45 ( 51) Q 50 .50 F=T F 6 00 PE 0 .00 BN T 15 .00 0 1899 PF 2 .85 PT 14 .30 ( 42) ------------------ 46 47 1 049 L 7 .00 C=120 PT 9 .64 ( 47) Q 17 .38 F=0 F 0 .00 PE 0 .00 BN T 7 .00 0 .1004 PF 0 70 45 46DQ 18 .01 1.049 L 4 .00 C=120 PT 10 34 ( 46) Q 35 .39 F=0 F 0 .00 PE 0 .00 BN T 4 00 0 .3741 PF 1.50 44 45DQ 19 .27 1 .380 L 5 .50 C=120 PT 11.84 ( 45) Q 54 .66 F=0 F 0 .00 PE 0 .00 BN T 5 .50 0 .2198 PF 1.21 39 44DQ 20 .23 1.610 L 7 .00 C=120 PT 13 05 ( 44) Q 74 .88 F=T F 8 .00 PE 0 .00 BN T 15 00 0.1858 PF 2 .79 PT 15 .84 ( 39) ------------------ 42 43 2 .157 L 4.00 C=120 PT 14 .27 ( 43) Q 21 .16 F=0 F 0 .00 PE 0 00 NC T 4 .00 0 .0043 PF 0 .02 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42DQ 50 .50 2 .157 L 6 .50 C=120 PT 14 .29 ( 42) Q 71.65 F=0 F 0 .00 PE 0 .00 NC T 6 .50 0 .0412 PF 0 .27 40 41DQ 49.78 2 .157 L 1 .50 C=120 PT 14 .56 ( 41) Q 121.43 F=0 F 0 .00 PE 0 .00 NC T 1.50 0 .1093 PF 0 .16 39 40DQ 21.49 2 .157 L 7 .50 C=120 PT 14 .72 ( 40) Q 142 .92 F=0 F 0 .00 PE 0 .00 NC T 7 .50 0 .1478 PF 1 .11 38 39DQ 74 .88 2 .157 L 5 .00 C=120 PT 15 .83 ( 39) Q 217 .80 F=0 F 0 .00 PE 0 00 NC T 5 .00 0 .3223 PF 1 .61 37 38DQ 23 39 2 .157 L 10 .00 C=120 PT 17 .44 ( 38) Q 241.19 F=E F 3 50 PE 0 .00 NC T 13 .50 0 .3892 PF 5 .25 36 37 2 635 L 37 .00 C=120 PT 22 .69 ( 37) Q 241 19 F=3E F 12 .90 PE 0 .00 FM T 49 .90 0 .1468 PF 7 .33 35 36 3 .260 L 14 .50 C=120 PT 30 .02 ( 36) Q 241.19 F=T F 13 .00 PE 6 .28 FR T 27 .50 0 .0521 PF 1 43 20 35 3 .260 L 18 .00 C=120 PT 37 .73 ( 35) Q 241 19 F=3E,T F 28 .00 PE 0 .00 FM T 46.00 0 .0521 PF 2 .40 14 20 3 .260 L 9 .00 C=120 PT 40 .13 ( 20) Q 241.19 F=T,BV,ALV F 23 .00 PE 3 .90 FR T 32 .00 0 .0521 PF 1 .67 13 14 4 .260 L 4 .00 C=120 PT 45 .70 ( 14) Q 241.19 F=0 F 0 .00 PE 0 .00 FM T 4 .00 0 .0142 PF 0 .06 12 13 4 .260 L 4 .00 C=120 PT 45 .76 ( 13) Q 241 19 F=382/0 F 382 .00 PE 0 .00 FM T 386.00 0 .0142 PF 5 .48 11 12 6.340 L 75 .00 C=140 PT 51 .24 ( 12) Q 241.19 F=E,T,GV F 56 .00 PE -6 .50 UN T 131.00 0 .0015 PF 0 .20 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 4 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 11 8 .450 L 75 .00 C=140 PT 44.94 ( 11) Q 241.19 F=T,GV F 51.90 PE 0 .00 UN T 126 .90 0 .0004 PF 0 .05 PT 44 .99 ( 0) ma cs VISION SPA 77100 SupplyYa /IDemand Graph p 125 120 115 Margin Pressure 21.06 PSI 110 Flow 1497.54 GPM 105 100 95 90 85 80 75 70 @ 65• • 60 • 55 $ 50 45 �° • 40 35 30 25 Y 20 15 10ti 5 N�.a5 0 150 300 450 600 760 900 1060 1200 1360 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 44.97 PSI @ 241.19 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 44.97 PSI @ 341.19 GPM Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Colc By: JED EAST HARTFORD. CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 51.42 PSI Spr Req'd Flow: 230.97 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 330.97 GPM Building: ATTIC Total Pres: 51.42 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: COMB Supply... Occupancy: LIGHT Water Flow TestStatic: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: DRY Rated: 0.0 PSI@ 0.0 GPM Density: 6 HDS GPM/SgFt Boost Pres: (NA) PSI Remote Area: - SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 6' MAX SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIGHT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: TYCO Available... Model: TY4180 8.0 P) 66.08 PSI @ 330.97 GPM K—Factor: Size: F) 51.42 PSI@ 1524.93 GPM p'l Temp. Rating: 212 e00S Margin... - Pressure: 14.66 PSI Flow: 1193.95 GPM Sigma Dynamics Corporation 7700 Summary Sheet r �� ^�V �i'� .. �j SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 VISION SPA 'ATTIC DRY SYSTEM FLOW TEST RESULTS Water Supply STATIC 67 . 00 PSI RESIDUAL 60. 00 PSI @ 990.00 GPM CITY PRESSURE AVAILABLE AT 331.0 GPM 66. 08 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 24 39 .51 38 .00 8.00 24 .39 25 38 85 38 00 8 .00 23 .59 26 38 .42 38 .00 8 .00 23 .06 27 38 .16 38 .00 8 .00 22 .75 28 38 03 38 00 8 .00 22 .60 29 38 .00 38 .00 8 .00 22 .56 TOTAL WATER REQUIRED FOR SYSTEM 230 .97 GPM OUTSIDE HOSE STREAMS AT 0 100 .00 GPM TOTAL WATER REQUIREMENT 330 .97 GPM PRESSURE REQUIRED AT 0 51.42 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 14 TO 20 13 .59 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 28 29 2 . 635 L 6 .00 C=100 PT 22 .56 ( 29) Q 38 .00 F=0 F 0 .00 PE 0.00 NC T 6 .00 0 . 0067 PF 0 .04 27 28DQ 38 .03 2 .635 L 6 .00 C=100 PT 22 .60 ( 28) Q 76 .03 F=0 F 0 .00 PE 0 .00 NC T 6 .00 0 .0243 PF 0 .15 26 27DQ 38 .16 2 .635 L 6 .00 C=100 PT 22 .75 ( 27) Q 114 .19 F=0 F 0 .00 PE 0 00 NC T 6.00 0 .0516 PF 0 .31 25 26DQ 38 .42 2 .635 L 6 .00 C=100 PT 23 .06 ( 26) Q 152 .61 F=0 F 0 .00 PE 0 .00 NC T 6 .00 0 .0882 PF 0 .53 24 25DQ 38 .85 2 .635 L 6.00 C=100 PT 23 .59 ( 25) Q 191 46 F=0 F 0 .00 PE 0 00 NC T 6 .00 0 .1342 PF 0 .81 23 24DQ 39 .51 2 635 L 1.00 C=100 PT 24 40 ( 24) Q 230 .97 F=E F 4 .30 PE 0 .00 NC T 5 .30 0 .1899 PF 1 01 22 23 2 635 L 28 .00 C=100 PT 25 .41 ( 23) Q 230 .97 F=2E,T F 19 .40 PE 2 .17 NC T 47 .40 0 .1899 PF 9 .00 21 22 2 . 635 L 7 .00 C=100 PT 36.58 ( 22) Q 230.97 F=E F 4 .30 PE 3 .03 FR T 11 .30 0 .1899 PF 2 .15 20 21 2 .635 L 12 .00 C=100 PT 41.76 ( 21) Q 230 97 F=2E F 8 .60 PE 0 .00 FM T 20 .60 0 .1899 PF 3 .91 14 20 2 .635 L 9 .00 C=100 PT 45 .67 ( 20) Q 230 .97 F=BV,DPV F 7 .00 PE 3 .90 FR T 16.00 0 .1899 PF 3 .04 13 14 4 .260 L 4 .00 C=120 PT 52 .61 ( 14) Q 230 .97 F=0 F 0.00 PE 0 .00 FM T 4 .00 0 .0131 PF 0 05 12 13 4 .260 L 4 .00 C=120 PT 52 .66 ( 13) Q 230 .97 F=382/0 F 382 .00 PE 0 .00 FM T 386.00 0 .0131 PF 5 .06 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 11 12 6 .340 L 75 .00 C=140 PT 57 .72 ( 12) Q 230 .97 F=E,T,GV F 56.00 PE -6 .50 UN T 131.00 0 .0014 PF 0 .18 0 11 8 .450 L 75 .00 C=140 PT 51.40 ( 11) Q 230 .97 F=T,GV F 51.90 PE 0 .00 UN T 126 90 0 .0003 PF 0 04 PT 51.44 ( 0) gma cs Corporation VISION SPA 77100 SupplyYa /IDemand Graph 125 120 115 Margin Pressure 14.66 PSI 110 Flow 1193.96 GPM 105 100 95 90 85 80 75 ., 70 65• • 60 • a 55 $ 50 •� • 45 40 35 30 m 25 t 20 15D 10 5 N t.e5 0 150 300 450 600 750 900 1050 1200 1350 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 51.42 PSI @ 230.97 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 51.42 PSI @ 330.97 GPM e of Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Colc By: JED EAST HARTFORD, CONNECTICUT Date: 9-14-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 40.97 PSI Spr Req'd Flow: 387.69 GPM Add'l Flows: 0.00 GPM Hose at Srce: 250.00 GPM Contract No: Total Flow: 637.69 GPM Building: GROUND FLOOR Total Pres: 40.97 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: ORD II Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density: .20 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 130 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: ORD II Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: DIKING Available... Model: M ��Size: 1/2 P) 63.90 PSI@ 637.69 GPM '� K—Factor: 5.6 � F) 40.97 PSI@ 2011.96 GPM Temp. Rating: 155 Margin... Pressure: 22.93 PSI Flow: 1374.27 GPM Sigma Dynamics Corporation 7700 Summary Sheet ., �: .r; ;�"s. ��7:r: ., +� ; 1 r �'��.,� SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 1 VISION SPA GROUND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 .00 PSI RESIDUAL 60 .00 PSI C 990 .00 GPM CITY PRESSURE AVAILABLE AT 637 .7 GPM 63 .90 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 70 25 .95 22 .00 5 .60 21 .47 71 26 .00 22 .00 5 .60 21 .56 72 26 20 22 .00 5 .60 21 89 73 27 .80 22 .00 5 .60 24 65 74 23 .96 22 .00 5 .60 18 .31 75 24 .02 22 .00 5 .60 18 .39 76 24 .20 22 .00 5 .60 18 .68 77 25 .70 22 .00 5 .60 21 .05 78 23 .01 22 .00 5 .60 16 88 79 23 .06 22 .00 5 .60 16 .96 80 23 .24 22 .00 5 .60 17 .22 81 24 .68 22 .00 5 .60 19 .42 82 22 .00 22 .00 5 .60 15 43 83 22 .05 22 .00 5 .60 15 50 84 22 .22 22 .00 5 60 15 .74 85 23 .61 22 .00 5 .60 17 .77 TOTAL WATER REQUIRED FOR SYSTEM 387 .69 GPM OUTSIDE HOSE STREAMS AT 0 250 .00 GPM TOTAL WATER REQUIREMENT 637 .69 GPM PRESSURE REQUIRED AT 0 40 .97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 63 TO 73 16 04 FPS SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 2 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 78 82 1.049 L 9 .33 C=120 PT 15 .43 ( 82) Q 22 .00 F=0 F 0 00 PE 0 .00 BN T 9 .33 0 .1552 PF 1.45 74 78DQ 23 .01 1.380 L 9 .33 C=120 PT 16.88 ( 78) Q 45 .01 F=0 F 0 00 PE 0 .00 BN T 9 33 0 .1535 PF 1 43 70 74DQ 23 .96 1.380 L 9 .33 C=120 PT 18 .31 ( 74) Q 68 .97 F=0 F 0 00 PE 0 00 BN T 9 .33 0 .3381 PF 3 15 60 70DQ 25.95 1 610 L 1.00 C=120 PT 21.46 ( 70) Q 94 .92 F=T F 8 00 PE 0 .00 BN T 9 .00 0 .2881 PF 2 59 61 60 3 260 L 11.00 C=120 PT 24 05 ( 60) Q 94 .92 F=0 F 0 .00 PE 0 .00 NC T 11.00 0 .0093 PF 0 10 PT 24.15 ( 61) ------------------ 81 85 1.049 L 9 33 C=120 PT 17 .77 ( 85) Q 23 .61 F=0 F 0 00 PE 0.00 BN T 9 .33 0 .1769 PF 1.65 77 81DQ 24 .68 1.380 L 9 .33 C=120 PT 19 .42 ( 81) Q 48 .29 F=0 F 0 .00 PE 0.00 BN T 9 .33 0 .1748 PF 1 63 73 77DQ 25 .70 1.380 L 9 .33 C=120 PT 21.05 ( 77) Q 73 .99 F=0 F 0 .00 PE 0 00 BN T 9 33 0 .3849 PF 3 .59 63 73DQ 27 .80 1.610 L 1.00 C=120 PT 24 .64 ( 73) Q 101.79 F=T F 8 .00 PE 0 00 BN T 9 .00 0 .3278 PF 2 95 35 63 3 .260 L 8 .00 C=120 PT 27 .59 ( 63) Q 101.79 F=T F 13 .00 PE 0 00 NC T 21.00 0 .0106 PF 0.22 PT 27 .81 ( 35) ------------------ 80 84 1.049 L 9 .33 C=120 PT 15 .74 ( 84) Q 22 .22 F=0 F 0 .00 PE 0 00 BN T 9.33 0 .1581 PF 1.48 SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 3 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 76 80DQ 23 .24 1.380 L 9 33 C=120 PT 17 .22 ( 80) Q 45 .46 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1563 PF 1.46 72 76DQ 24 .20 1.380 L 9 .33 C=120 PT 18 .68 ( 76) Q 69 .66 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 3443 PF 3 21 62 72DQ 26.20 1 . 610 L 1.00 C=120 PT 21.89 ( 72) Q 95 .86 F=T F 8 .00 PE 0 .00 BN T 9 .00 0 .2934 PF 2 .64 PT 24 .53 ( 62) ------------------ 79 83 1 .049 L 9 .33 C=120 PT 15 .50 ( 83) Q 22 .05 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1559 PF 1.45 75 79DQ 23 .06 1 .380 L 9 .33 C=120 PT 16 95 ( 79) Q 45 .11 F=0 F 0 .00 PE 0 .00 BN T 9 .33 0 .1541 PF 1 .44 71 75DQ 24 .02 1 .380 L 9 .33 C=120 PT 18 .39 ( 75) Q 69 .12 F=0 F 0 .00 PE 0 00 BN T 9.33 0 .3394 PF 3 .17 61 71DQ 26 .00 1 .610 L 1.00 C=120 PT 21.56 ( 71) Q 95 .13 F=T F 8 .00 PE 0 .00 BN T 9 .00 0 2892 PF 2 60 62 61DQ 94 .92 3 .260 L 11 .00 C=120 PT 24 .16 ( 61) Q 190 . 05 F=0 F 0 .00 PE 0 .00 NC T 11.00 0 0335 PF 0 .37 36 62DQ 95 .86 3 .260 L 3 .00 C=120 PT 24 .53 ( 62) Q 285 .91 F=T F 13 .00 PE 0 .00 NC T 16 .00 0 .0713 PF 1 .14 35 36 3 .260 L 14 .00 C=120 PT 25 .67 ( 36) Q 285 .91 F=2E F 10.00 PE 0 43 FM T 24 .00 0 .0713 PF 1.71 20 35DQ 101 .79 3 .260 L 18 .00 C=120 PT 27 81 ( 35) Q 387 .69 F=3E,T F 28 .00 PE 0 .00 FM T 46.00 0.1253 PF 5 .76 14 20 3 .260 L 9 .00 C=120 PT 33 .57 ( 20) Q 387 .69 F=T,BV,ALV F 23 .00 PE 3 .90 FR T 32 00 0 .1253 PF 4 01 SUBMITTAL SERIAL NO:Demo 09-17-2007 PAGE 4 VISION SPA GROUND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 13 14 4 .260 L 4 .00 C=120 PT 41.48 ( 14) Q 387 .69 F=0 F 0 .00 PE 0 .00 FM T 4 .00 0 .0341 PF 0 .14 12 13 4 .260 L 4 .00 C=120 PT 41.62 ( 13) Q 387 .69 F=150/0 F 150 .00 PE 0 .00 FM T 154 .00 0 .0341 PF 5 25 11 12 6 .340 L 75.00 C=140 PT 46 .87 ( 12) Q 387.69 F=E,T,GV F 56 .00 PE -6 .50 UN T 131.00 0 .0037 PF 0 .48 0 11 8 .450 L 75 .00 C=140 PT 40 .85 ( 11) Q 387 .69 F=T,GV F 51.90 PE 0 .00 UN T 126 .90 0 .0009 PF 0 .11 PT 40 .96 ( 0) cs on gma yna VISION SPA 77100 SuDpplyr/IDemand�Graiph 125 120 115 Margin Pressure 22.93 PSI 110 Flow 1374.27 GPM 105 100 95 90 85 80 75 70 • 65 • 60 • a 55 S 50 45 • H • 40 35 30 25 osea 20 `c 15 10 D 5 KN"5 0 LL 150 300 450 600 750 900 1050 1200 1360 1600 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 40.97 PSI @ 387.69 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 250.00 GPM Elevation 0.00 PSI Total Demand 40.97 PSI @ 637.69 GPM Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 44.97 PSI Spr Req'd Flow: 241.19 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 341.19 GPM Building: SECOND FLOOR Total Pres: 44.97 PSI System ID: VISION SPA Static Elev: 0.00 Ft Ref. Drawing No: FP-1 Construction: NON-COMB Supply... Occupancy: LIGHT Water Flow Test Static: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: WET Rated: 0.0 PSI@ 0.0 GPM Density: .10 GPM/SgFt Boost Pres: (NA) PSI Remote Area: 900 SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 225 SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIGHT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: VIKING Available... Model: M Size: 1/2 P) 66.02 PSI@ 341.19 GPM F) 44.97 PSI@ 1838.72 GPM K—Factor: 5.6 Temp. Rating: 155 Margin... Pressure: 21.06 PSI Flow: 1497.54 GPM Sigma Dynamics Corporation 7700 Summary Sheet ��X{{, f��+,� �, �,.,_ ��,'�� {:-� < , .�� . SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 VISION SPA SECOND FLOOR FLOW TEST RESULTS Water Supply STATIC 67 00 PSI RESIDUAL 60 .00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 341 .2 GPM 66.02 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 38 23 .39 15 .00 5. 60 17 .44 40 21.49 15 .00 5.60 14.72 43 21.16 15 .00 5.60 14.27 44 20 .23 15 .00 5 .60 13 . 04 45 19 .27 15 .00 5.60 11.84 46 18 .01 15 .00 5.60 10 .34 47 17 .38 15 .00 5 .60 9 .64 48 19 .07 15 .00 5.60 11.60 49 15 .70 15 .00 5.60 7 .86 50 15 00 15 .00 5 .60 7 .17 51 18 .94 15 .00 5 .60 11.44 52 16 .25 15 .00 5 .60 8 .42 53 15 .30 15 .00 5 .60 7 .47 TOTAL WATER REQUIRED FOR SYSTEM 241 .19 GPM OUTSIDE HOSE STREAMS AT 0 100 .00 GPM TOTAL WATER REQUIREMENT 341 19 GPM PRESSURE REQUIRED AT 0 44 .97 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 37 TO 38 21.18 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 49 50 1.049 L 7 .00 C=120 PT 7 .17 ( 50) Q 15 .00 F=E F 2 .00 PE 0 .00 BN T 9 .00 0 .0764 PF 0 .69 48 49DQ 15 70 1 .049 L 13 00 C=120 PT 7 .86 ( 49) Q 30 .70 F=0 F 0 00 PE 0 .00 BN T 13 .00 0 2876 PF 3 .74 41 48DQ 19 .07 1.380 L 10 .00 C=120 PT 11 60 ( 48) Q 49 . 78 F=T F 6 00 PE 0 . 00 BN T 16 .00 0 1849 PF 2 .96 PT 14 .56 ( 41) ------------------ 52 53 1.049 L 12 .00 C=120 PT 7 .47 ( 53) Q 15 .30 F=0 F 0 .00 PE 0 .00 BN T 12 .00 0 .0793 PF 0 .95 51 52DQ 16 .25 1.049 L 10 .00 C=120 PT 8 .42 ( 52) Q 31 .55 F=0 F 0 .00 PE 0 .00 BN T 10 .00 0 3025 PF 3 .03 42 51DQ 18 .94 1.380 L 9 .00 C=120 PT 11 .45 ( 51) Q 50 .50 F=T F 6 .00 PE 0 .00 BN T 15 .00 0 1899 PF 2 .85 PT 14 .30 ( 42) ------------------ 46 47 1.049 L 7 00 C=120 PT 9 .64 ( 47) Q 17 .38 F=0 F 0 .00 PE 0 .00 BN T 7 .00 0 1004 PF 0 .70 45 46DQ 18 .01 1.049 L 4 .00 C=120 PT 10 .34 ( 46) Q 35 .39 F=0 F 0 .00 PE 0 .00 BN T 4.00 0 .3741 PF 1 .50 44 45DQ 19 .27 1.380 L 5 .50 C=120 PT 11.84 ( 45) Q 54 .66 F=0 F 0 .00 PE 0 .00 BN T 5 .50 0.2198 PF 1.21 39 44DQ 20 .23 1 .610 L 7 .00 C=120 PT 13 .05 ( 44) Q 74 .88 F=T F 8 .00 PE 0 .00 BN T 15 00 0.1858 PF 2 .79 PT 15 .84 ( 39) ------------------ 42 43 2 .157 L 4.00 C=120 PT 14 .27 ( 43) Q 21 .16 F=0 F 0 .00 PE 0 .00 NC T 4 .00 0 .0043 PF 0 .02 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 41 42DQ 50 .50 2 .157 L 6 .50 C=120 PT 14 .29 ( 42) Q 71.65 F=0 F 0 .00 PE 0 .00 NC T 6 .50 0 .0412 PF 0 .27 40 41DQ 49 .78 2 .157 L 1.50 C=120 PT 14 .56 ( 41) Q 121.43 F=0 F 0 .00 PE 0 .00 NC T 1 .50 0 .1093 PF 0 .16 39 40DQ 21.49 2 .157 L 7 .50 C=120 PT 14 .72 ( 40) Q 142 .92 F=0 F 0 .00 PE 0 .00 NC T 7.50 0 .1478 PF 1 .11 38 39DQ 74 .88 2 .157 L 5 .00 C=120 PT 15 .83 ( 39) Q 217 .80 F=0 F 0 .00 PE 0 .00 NC T 5 .00 0 3223 PF 1 .61 37 38DQ 23 .39 2 .157 L 10 .00 C=120 PT 17 .44 ( 38) Q 241.19 F=E F 3 .50 PE 0 .00 NC T 13 .50 0 3892 PF 5 .25 36 37 2 .635 L 37 .00 C=120 PT 22 69 ( 37) Q 241.19 F=3E F 12 .90 PE 0 . 00 FM T 49 .90 0 1468 PF 7 .33 35 36 3 260 L 14 .50 C=120 PT 30 02 ( 36) Q 241.19 F=T F 13 .00 PE 6 .28 FR T 27 .50 0 .0521 PF 1 .43 20 35 3 260 L 18 .00 C=120 PT 37 .73 ( 35) Q 241 19 F=3E,T F 28.00 PE 0 .00 FM T 46.00 0 .0521 PF 2 .40 14 20 3 .260 L 9 .00 C=120 PT 40.13 ( 20) Q 241.19 F=T,BV,ALV F 23 .00 PE 3 . 90 FR T 32 .00 0 .0521 PF 1 .67 13 14 4 .260 L 4 00 C=120 PT 45 .70 ( 14) Q 241.19 F=0 F 0 .00 PE 0 .00 FM T 4 00 0 .0142 PF 0 .06 12 13 4 .260 L 4 .00 C=120 PT 45 .76 ( 13) Q 241 19 F=382/0 F 382 .00 PE 0 .00 FM T 386 .00 0 .0142 PF 5 .48 11 12 6 .340 L 75 .00 C=140 PT 51 .24 ( 12) Q 241.19 F=E,T,GV F 56 .00 PE -6 50 UN T 131.00 0 .0015 PF 0 .20 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 4 VISION SPA SECOND FLOOR Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 11 8 .450 L 75 .00 C=140 PT 44 .94 ( 11) Q 241.19 F=T,GV F 51 .90 PE 0 .00 UN T 126 .90 0 .0004 PF 0 .05 PT 44 .99 ( 0) II yna gma cs VISION SPA 77100 Sa ply/iDemand Gralph 125 120 5 Margin 11 Pressure 21.06 PSI 11 Flow 1497.54 GPM 105 100 95 90 85 80 75 N 70 65• • 60 • a 55 $ 50 45 �° • 40 35 30 25 20 15 10 5 N t.ea 0150 300 450 600 750 900 1050 1200 1360 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 44.97 PSI @ 241.19 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 990.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 44.97 PSI @ 341.19 GPM v Hydraulics Summary Sheet A.L. FIRE PROTECTION Designer: JED 45 CHERRY STREET Calc By: JED EAST HARTFORD, CONNECTICUT Date: 9-13-07 Project Information Hydraulics Information VISIONS SPA 207 BUCKLAND HILLS ROAD Demand... SOUTH WINDSOR, CONNECTICUT Spr Req'd Pres: 51.42 PSI Spr Req'd Flow: 230.97 GPM Add'I Flows: 0.00 GPM Hose at Srce: 100.00 GPM Contract No: Total Flow: 330.97 GPM Building: ATTIC System ID: VISION SPA Total Pres: 51.42 PSI Ref. Drawing No: FP-1 Static Elev: 0.00 Ft Construction: COMB Supply... Occupancy: LIGHT Water Flow TestStatic: 67.00 PSI Authority: Residual: 60.00 PSI Qty Flowing: 990.00 GPM Elevation: 0.00 Ft System Information Date: Time: By: Hydraulics Design Criteria Pump Data System Type: DRY Rated: 0.0 PSI@ 0.0 GPM Density: 6 HDS GPM/SgFt Boost Pres: (NA) PSI Remote Area: - SgFt Discharge Pres: (NA) PSI Sprinkler Coverage: 6' MAX SgFt Discharge Flow: (NA) GPM Design Standard: NFPA 13 Combined Hazard: LIGHT Static: (NA) PSI Figure: Curve: Residual: (NA) PSI Sprinklers / Nozzles Qty Flowing: (NA) GPM Manufacturer: TYCO Model: TY4180 Available... Size: 3/4 P) 66.08 PSI@ 330.97 GPM K—Factor: 8.0 F) 51.42 PSI@ 1524.93 GPM Temp. Rating: 212 , UC Boob Margin... - Pressure: 14.66 PSI Flow: 1193.95 GPM Sigma Dynamics Corporation 7700 Summary Sheet :9�i�� •�� , � , . ,�.. ., r' I .'' �4'; ,r�i .S� a F'X i,(�t ��r '%S, '•r �. • SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 1 VISION SPA ATTIC DRY SYSTEM FLOW TEST RESULTS Water Supply STATIC 67 . 00 PSI RESIDUAL 60 .00 PSI @ 990 .00 GPM CITY PRESSURE AVAILABLE AT 331.0 GPM 66 08 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE --- ---- ---- -------- -------- 24 39 .51 38 .00 8 .00 24 .39 25 38 .85 38 .00 8 .00 23 .59 26 38 .42 38 .00 8 .00 23 .06 27 38 .16 38 .00 8 .00 22 .75 28 38 .03 38 .00 8 .00 22 .60 29 38 .00 38 .00 8 .00 22 .56 TOTAL WATER REQUIRED FOR SYSTEM 230 .97 GPM OUTSIDE HOSE STREAMS AT 0 100 00 GPM TOTAL WATER REQUIREMENT 330 .97 GPM PRESSURE REQUIRED AT 0 51.42 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0 .00 PSI MAXIMUM VELOCITY FROM 14 TO 20 13 .59 FPS SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 2 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 28 29 2 .635 L 6.00 C=100 PT 22 .56 ( 29) Q 38 .00 F=0 F 0 .00 PE 0 . 00 NC T 6.00 0 .0067 PF 0 04 27 28DQ 38 .03 2 .635 L 6.00 C=100 PT 22 . 60 ( 28) Q 76 .03 F=0 F 0 .00 PE 0 00 NC T 6 .00 0 .0243 PF 0 . 15 26 27DQ 38 .16 2 .635 L 6 .00 C=100 PT 22 . 75 ( 27) Q 114 .19 F=0 F 0 .00 PE 0 00 NC T 6.00 0 .0516 PF 0 .31 25 26DQ 38 .42 2 .635 L 6 . 00 C=100 PT 23 . 06 ( 26) Q 152 .61 F=0 F 0 .00 PE 0 .00 NC T 6.00 0 .0882 PF 0 .53 24 25DQ 38 .85 2 .635 L 6 .00 C=100 PT 23 59 ( 25) Q 191.46 F=0 F 0 .00 PE 0 .00 NC T 6 .00 0 .1342 PF 0 81 23 24DQ 39 .51 2 .635 L 1 .00 C=100 PT 24 .40 ( 24) Q 230 .97 F=E F 4 .30 PE 0 .00 NC T 5 .30 0 .1899 PF 1 . 01 22 23 2 .635 L 28 .00 C=100 PT 25 .41 ( 23) Q 230 .97 F=2E,T F 19 .40 PE 2 .17 NC T 47 .40 0 .1899 PF 9 .00 21 22 2 .635 L 7 .00 C=100 PT 36 .58 ( 22) Q 230 .97 F=E F 4 .30 PE 3 .03 FR T 11 .30 0 .1899 PF 2 .15 20 21 2 .635 L 12 .00 C=100 PT 41 .76 ( 21) Q 230 .97 F=2E F 8 .60 PE 0 .00 FM T 20 .60 0 .1899 PF 3 .91 14 20 2 635 L 9 .00 C=100 PT 45 .67 ( 20) Q 230.97 F=BV,DPV F 7.00 PE 3 .90 FR T 16 .00 0 .1899 PF 3 .04 13 14 4 .260 L 4 .00 C=120 PT 52 .61 ( 14) Q 230 .97 F=0 F 0 .00 PE 0 .00 FM T 4 .00 0 .0131 PF 0 .05 12 13 4 .260 L 4 .00 C=120 PT 52 .66 ( 13) Q 230 .97 F=382/0 F 382 .00 PE 0 .00 FM T 386 .00 0.0131 PF 5 .06 SUBMITTAL SERIAL NO:Demo 09-13-2007 PAGE 3 VISION SPA ATTIC DRY SYSTEM Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 11 12 6 .340 L 75 .00 C=140 PT 57 72 ( 12) Q 230 .97 F=E,T,GV F 56 .00 PE -6.50 UN T 131.00 0 .0014 PF 0 .18 0 11 8 .450 L 75 .00 C=140 PT 51 40 ( 11) Q 230 .97 F=T,GV F 51 .90 PE 0 .00 UN T 126.90 0 .0003 PF 0 .04 PT 51.44 ( 0) Dna cs on gma VISION SPA 77100 S pply1/I Demand�Graph 125 120 115 Margin 110 Pressure 14.66 PSI Flow 1193.96 GPM 105 100 95 90 85 80 75 70 65• • 60 • n, 55 $ •0 50 • 45 40 35 30 25 20 15 f 10 5 N 1.ea 0150 300 450 800 750 900 1050 1200 1360 1500 Water Flow(GPM) System Demand.. Water Supply.. Sprinkler Demand 51.42 PSI @ 230.97 GPM Static 67.00 PSI Additional Flows 0.00 GPM Residual 60.00 PSI @ 390.00 GPM Hose at Source 100.00 GPM Elevation 0.00 PSI Total Demand 51.42 PSI @ 330.97 GPM A.L. FIRE PROTECTION, LLC 45 CHERRY STREET EAST HARTFORD,CT 06108 TEL(860)291-8840 FAX(860)291-8835 To: Town of South Windsor DATE:9-27-07 JOB NO.: 1540 Sullivan Avenue ATTENTION:Building Department RE: Vision Spa 207 Buckland Road WE ARE SENDING YOU RI Attached ❑ Under separate cover via the following items: }{ Shop drawings Prints Plans El Samples F-1 Specifications Copy of letter 0 Change order COPIES DATE NO. DESCRIPTION 3 Fire Protection Shop Drawings 3 Hydraulic Calculations 1 Copy of Contractors License 1 Insurance Certificate 1 Permit Check THESE ARE TRANSMITTED as checked below: X For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment n FOR BIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: Michael Harbec If enclosures are not as noted,kindly notify us at once. W WL 839 L 822 ARO F WL 822 \ \WL 823 WL 838 �6, CONC. � �J \ A/C PAD \ WL 837 14 WL 824 Ty Rq/A/ DETAIL oa I.R.(s) CONC. \� \ F TO /N F F F N.T.S. \� DUMPSTER \ o OFF FOR s r17F O N ` PAD O � i2 SOFT F T � \ \ i2 / PC w/ 1 CD \ P�� 6TYP BOLLARD X140.3 \�� 83 8 pG 90 NOSOR \ �s \ ry w m GJ� 6' STOCKADE ` o o X1 0.5 FENCE �1 po \ + 9 WL 835 N\F EVERGREEN WALK, LLC 131.2X I ` EX. YD NC w �� \ t 1 \. , ® TF: 139.88 / q<k WL 826 \ \ EX. DMH INV:N/A ', 'GEX. WL 834 �' (0 \ ' ' ® TF: 1392200 N Q� ® ppNc 1 2.2 TF:139.89 \ \' EASEMENT IN FAVOR OF I ( ) � ', '1`� 8 ROOF 2� . ,q/ INV:N/A \ THE CONNECTICUT WATER ® INV: 132.65(S) %' 9 �a LEADER S' c o ti COMPANY ® D + (TYP.) WL 827 \ I \ \ A 5 N\FWL 832 POAG & MCEWEN LIFESTYLE ® CENTERS- ® 50 97 % ' `�' -14o F9 \ .I G \ \ CONNECTICUT, LLC ' , EX i i i 6" BOLLARD 140•� a� � �� WL 828 E3 ® CIO ° a \ \ TF 1jC m 1 F 4 ,' N r4 6 WL 831 \ 4<3.1 2 ' ^ X138.58 ,y AlX/STj,� �O T . �\ ,14 24,, \WL 83O LEGEND ROOF ., / `�O �� IP. SO S2 e(l/< -/ TC R. `4, ` G /NV 140.01, \ Q EXISTING IRON PIN LEADERET El EXISTING MONUMENT z A- C. �• WL 829 \ �� EXISTING UTILITY POLE RETA4NING m \IP ti3 qA EXISTING CATCH BASIN AND PIPE ' WALL ,�o m Q CONC. WALK 2 / g2 �j3 3 _ ' AREA OF 73, ^ D� �� 1 g2 Xl 46 _ ` _ =S� = EXISTING SANITARY MANHOLE AND PIPE X13Y.0 c� , '� - CONC Tq � " / . . . . . . . . . / x13 140.1 FT I.R.(S G- 15.30' RETF \MPeD \ QN�j�ap \ \ �� • • • • k1 9.08.4 , . S67"16'13"E W W- EXISTING WATER MAIN AND HYDRANT /�i �\ O s� _� --�.�IF° SjGN HANDICAP SIGN POST h ' �Gi, -OcQ�` °OSl 140.4 , , . , , , Q\-P� a I , ETC UNDERGROUND ELECTRICAL/TELEPHONE/CABLE TELEVISION SERVICE z 0 r m 13 i r I / TEMPORARY GRADING/CONSTRUCTION EASEMENT LANDSCAPING EASEMENT IN FAVOR ' ' ' �t NC' CURBy `\� 4O� 0,36 /k' 'j / 139.21 a.9 / l I SNE T 8.21' LA DINH LUU & TRANG TIN F NGUYEN ' (O'' ' • ' TO BE ACQUIRED BY POAG & MCEWEN LIFESTYLE ELECTRICAL TRANSFORMER �� Qy 14p3j a Q • I 13988 EASEMENT I , \ \ o'er ` / o •� Ek, X138.3 / ,� / ( G� CENTERS-CONNECTICUT, LLC TO BE CONVEYED TO EXISTING LIGHT POLE VOL. 1693 PG. 203 ® u 9 cr ti 139.48X TF. Cg i , _ .�• .m 73 } I THE TOWN OF SOUTH WINDSOR (1,525 S.F.) IN 8.�1 X13g,4 , , I ®? VOL. 1877 PG. 313 - - s - - SANITARY LATERAL I/ 13 X142.7 i i o. INV 73s 25 S 6" CPP , i 'I G GAS SERVICE ti i b2� �,� % ` , \ �� C/ CRfTFSTAMPEO (E) X13 .6 IN IP/RAP Al -144- EXISTING CONTOUR \ M b h X. CB X137.69 139.27 ° S� „\ 1.R (S) . ` 13 to ` TF:135.87 �. c tI 1.2x j / Q� 1 ` INV:132.32 N LX. CB t7i _ _ X144.2 EXISTING SPOT GRADE "VISIONS S' )c 6.3k ` ( ) l , ' 0) PERMANENT SIDEWALK EASEMENT TO BE ACQUIRED BY POAG �C� INV:132.12(SE) TF: 136.25 X138.52 \ X' BUSINESS �-�` I I I °' & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC IN c.o.0 PROPOSED SANITARY CLEANOUT SIGN INV:132.876"NE) INV: 131.97(W) ABANDONED `� �= 6 ' ,CPP 3. h `� T��_, , INV: 132`�5(E) CAPPED /�. �Q4� / INV: /A ' I o •3 FAVOR OF TOWN OF SOUTH WINDSOR. UPON APPROVAL OF O� 1�7.18 22 X138.3 RI -RAPT r SITE P�Aiv, LANDOWNER WILL DEED AREA IN FEE SIT TO "STOP'��,. ' - ` ,\1g„ SAN. LAT. /x13 .1.8 . ' ' . '3 ' -'- - - - - - _ 139 - - - _ _ _ I� p TOWN OF SOUTH WINDSOR FOR SIDEWALK AND RIGHT OF SIGN�° _ _ \`Cpp d 138.28 - - - - - - - - - - - - - - _ 139.0 / ;� M/ WAY. (1215t S.F.) REGULATED AREA 18" CP� _ - _ _ _ - �X ' (\ M ` VOL. 1877 PG. 313 INLAND WETLANDS - - - - - - - _ Cg V ' �c142.1 ' 110 O X SM j i . . \ INV 138 73 Q 'N' I �{ \ i �. �b+ ,CO� I STAMPED CONCRETE TF:13 .00 \� c' . . . . . /NV 135.13�W 138.4 x 138. F. 1 .68 XI35. _ B/ . . . . . . T GN e INV: 0.15(6 NW) \ , I : 131 0(E) ' RB �� INV'1 5.85( W) . . .. N�. 13g 4g N \ I I N V: 1.31 W) \ �G• . • • . . . . �E) 139. I RIGHT-OF-WAY TO BE DEEDED I 13 5 N ` �' �3g6X a� , TO THE TOWN OF SOUTH WINDSOR j ( j B/T J9� ti3 I FOR HIGHWAY PURPOSES. AREA = 2,265 S.F. 0.051 AC. O \ / .. • i39.. I. . . 138.7�38s 1 / 142.dX w •EU/�g/BI.T \ ✓'s . . .(�j/. II8S ' . , �K. . i �6 Via. : • . . \. . . . . . . . . . . \ . . . . .I . . . .$� . P X13. . . . . . . . . �3 138:4 . �+� I ' I i 6.7 / SEE NOTE 5 1 y 1. w 2. .4 '6' .�. . . , . . ., . o}. . . . . . . ti3 . X138.4 . .(. I•A I i ti�� .I fF . . . . j2& . . ~. . .� 1 . 1 . // + 1�99 / X140 •7� / 'i V . I o OF POAG & MCEWEN LIFESTYLE CENTERS- . . . / EASEMENT IN FAVOR WATER CONNECTICUT, LLC 14o.s \ / ' /• • ' ' ' .' COMPANY THE ONNECTICUT WATER / / ACCESS EASEMENT IN FAVOR / PERMANENT DRIVEWAY EASEMEN` B/T \ I X143.6 OF DINH LUU & TRANG THONH NGUYEN /// IN FAVOR OF POAG & MCEWEN RB (SEE NOTE #4) / LIFESTYLE CENTERS, INC. �� ' 3' 15.30'" VOL. 1753 PG. 200 /// AREA=430f S.F. / ` / ' N67'1712 W / VOL. 1693 PG. 203 � 80, X142.7 / LANDSCAPING EASEMENT IN FAVOR CONC. SANITARY SEWER ACCESS EASEMENT IN FAVOR OF DINH LUU & TRANG THONH NGUYEN MON.(S) 14?1 OF DINH LUU & TRANG THONH NGUYEN / VOL. 1693 PG. 203 VOL. 1693 PG. 203 / 8.21' EASEMENT NOTES: v 1. PROPERTY IS LOCATED IN THE BUCKLAND GATEWAY DEVELOPMENT ZONE. 2. WETLANDS DELINEATED BY HIGHLAND SOILS, LLC AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 3. PROPERTY IS 42,590 S.F., 0.977 AC. 4. PROPERTY TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER PROPERTY N/F POAG & MCEWEN LIFESTYLE CENTERS-CONNECTICUT, LLC. SEE VOL. 1753 PG. 200. 5. TOGETHER WITH A POSSIBLE RIGHT TO DRAIN. 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. RECEIVED 7. HORIZONTAL DATUM - NAD 83. VERTICAL DATUM - NGVD 29. uu I 0 2 2009 SURVEY NOTES: MAP REFERENCE: 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 1. TOPOGRAPHIC PLAN OR DEPENDENT RESURVEY PREPARED FOR VISION'S SALON & SPA 207 BUCKLAND ROAD SOUTH OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE SOUTH WINDS 1. TO OR, CONNECTICUT SHEET 6 OF 12 DATE:4/26/04 REVISED 12-27-04 SCALE 1 INCH = 20 FT. PREPARED BY OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. ENGINEERING DEPT. DESIGN PROFESSIONALS, INC. ♦ TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF 2. EASEMENT PLAN PREPARED FOR THE CONNECTICUT WATER COMPANY 207 BUCKLAND ROAD SOUTH WINDSOR, IMPROVEMENTS RELATIVE TO PROPERTY LINES. CONNECTICUT SHEET 1 OF 1 DATE:11/07/07 REVISED TO 12/13/2007 SCALE 1 INCH = 20 FT. PREPARED BY ♦ THIS IS A RESURVEY BASED ON MAP REFERENCE #1. DESIGN PROFESSIONALS, INC. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. Tel. 860.291 • 8755 PREPARED FOR: SHEET 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 � LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860 291 8757 mrrv�Opp2nrrar�rl� (>I O n�n�?IUn1Ni P /�1(Ul ��`l� 4 ' INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE esign WWrljSt �'/ zL�1ML�lJV u L� V�lX1 U lllvUV P�L,�UUV VISIONS' SALON & SPA 1 80 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 `c 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �1� ®n�a� •� BY A LICENSED LAND SURVEYOR PRIOR TO 2 10/02/09 SHOW DETENT BASIN, CONCRETE PAVERS, SIGNS, ETC MHA ( IN FEET DESIGN. DRAWN MHA CHECKED: LRG ®® ��, �®�lt� ��,��, �' ��l �� CONSTRUCTION. 12327 1 inch = 40 ft. CIVII 5 traffic engineers • surveyors s JOB NO.: 129G DATE' 1112109 1 B 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/lo/os CORRECT ADDRESS MHA landscape architects planners•gis•gp SOUTH WINDS®P.y CONNECTECUT IMPRESSION SEAL AND ORIGINAL SIGNATURE BY LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAW/NG NO.: jobs\129G\Asbui/t\1290 base Osbui/t.dwg 721 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 'S B 0 t7 � :1�M n.].K�J a w;+��+f`L� —w� ••r M��.J � l7 1��r�. �/ . .•-_...�. _..l.-Z..-.1....1.._7+. ....Y..-.._ ..:rr 5....i.u^--4..1..i...1a..L.•.... ... —00 .�$i M1 'r+".�1.7�•�`yn'"jJy`o9rtia5`. n. ..:In'a{:i:�3 4i.G.4i•":'.«,<, r ,*pnji,r V:�...xy^..� 7 s.`:.. 'Yij't'.L'i:i;i�,'. ••:•ri+• •%rx {,. •+ t. c,.:,:. 7..s,., a�+'7. :.r ;J: .... .•, ,.,,.,s�...,:1.. ::4'; , =� TIE INTO EXISTING S -�- STI G SUPPLY & ..��....�.� L�._. .�..:.__..__:1'�-• ,_-�L'LC.��....... .......... . _ . . -- ,---;; x ;-- `- ' ---;; / RETURN DUCTS IN 1�z i ) LJt� T_. j t=" y�-'-` 16 (.1 8 8 R.G. 8x8 R.G. MECHANI ROOM. k -- 18x 12 f ; 130 CFM 130 CFM 24x 16 �'• . ,�. � _S t l) t bJ ].>l 18x18 R.G. ---- ---- / � ;` EXIST. 2416 900 CFM ' ' WAG. p' #;: x d- j 4x 16 I / 150 CFM `J N 24x 16 .r '71' ( i ll 1 , ;:;J-•' it t i w S+ w'�, pp, 1 ,! e r 10"o j' 9x9 S.G. E ' 0 / x S G. i -- . 13 CFM; 130 CFM 12x12 S.G. 300 CFM ' _ i ip '• 1�1 is ; ,,a i Oil 1� ; \ -� �, � -L-�-�'--r�x6 S.G. # ,/ . 7 / co co EY co � .� i� 6x6 S.G. 75 CFM •7, jG f / t I l,J ^.�..r�Ln . _ . .{;tR ra++•:• v _'�•''�•:s. 4 7t tt t�' '...�i�'• #: 10" !1 f � t J 12x12 S.G. .�- rt _ 30Q,CFMIL IL .! fix; ' ' �� — � +Si � ,��i' —f• �� - Al 9x9 S.G. 9x9 S.G. t ' ,9 S.G: s� ---- 130 CFM 130 CFM t j FM ' { »o 71 8x8 R.G. ;: 8x8 R.G. 3 8"0 - - J/ 130 CFM L-J 130 CFM Q / / / / / / i 'i t' %/Y$'1-'d,Ci•!C:r'ir:.•'�•:y^3'S ::ii.[w'}r,{"�:itlCnv.a.iJli.,w" c 1 2, ,t �l I �_. ►<. 6x6 S.G. 75 CrM 12x12 S.G. {O. x6 R.G. / 300 CFM / 75 CFM 6x6 S. > F� N \p] A L L 8» ----'; 75 CFMry rL 1 ' C• i' ��/f � � Ulf 1300 CFM 16x8 r • 4 12x12 R.G. 300 CFM _ • s CsO, ?yy�.7'P.•.�„`y}} ice:. -1 ) --,--- SCALE: i .J 1_/•V t t I APPROVED BY: DRAWN BY OL i CZ IPL AN DA':E: f..(�.. REVISED 1 /4 E=L „ rl " DRAWING NUMBER Z TIE INTO EXISTING SUPPLY & IA- 18xl2 8x8 R.G. RETURN kUgTS IN MECHANI�C- ROOM. 24xl 6 , / . '. I . ( ) p - - \L 130 CFM 130 CFM _u) L 8x8 R.G. 18x1 8 R.G. EXIST. 900 CFM 24x1 6 8X-8 R.G. 4x1 6 / 150 CFM ui N �J I. ..pe 24xl 6 / , I^ � it `.... ..a I\ !1 ..+) _- _ A 'JL — —S.: . 10"o 9x 9X9 S.G. 9 G �T "y 130 CFM 13D CFM Zo 12x1 2 S.G. 300 CFM \ fa �— i 1 v S.G. j 4 x 00 CN 00 E 00 00 -'j 6x6 S.G. 7 M 5 CF u") 10"o 00 �' O x 12xl2 S.G. 30Q,CFM zz -- xI �r 7 A 11 11 rf .4 Loy 1:51 9x9 S.G. 9X9 S.G. 130 CFM A it . 4, S.G. 130 CFM ------— CFM 0 fill pp 8x8 R.G. 8x8 R.G. 8 0 —------ L 130 CFM 130 CFM x PC L-rl 75 CrM 12x1 2 S.G. x6 R.G. J?�- -- I f 7- 300 CFM 75 CFM 6x6 S. 8"0 N ant A L L j 75 CFM L 10.0 CH R 10 tz & A L I 16x8 77 300 CFM 12xl2 R.G. 300 CFM p SCALE: APPROVED BY: DRAWN BY-K7q I-L C� R- L 14.'N DATE: REVISED DRAWING NUMBER w AREA OF APPLICATION IS ALLOWED TO BE REDUCED PER N.F.P.A. 13, 2002 EDITION SECTION 11.2.3.2.4 VIS2.HYD HYDRAULIC REMOTE .10 @ 900 SO. FT. APRESSURE T REQUIRED SOURCE CEILING HEIGHTS 10'-0" THIS FLOOR 45 PSI ® 341 GPM 1 2 3 4 5 6 7 18� 9 10 1 2 3 4 5 6 7 8 9 10 ATTIC FLOOR 9'-Y ABOVE 2No FLOOR I 5'-.T to roof I I I I I I I I I I I 1 I I I DROP ON FROM `c: 8'-� I ATTIC LEVEL ABOVE -TYP--WHERE--SHOWNTEST t" INSP ON. DRY RISER FROM BELOW 22 X 2 FROM ATTIC LEVEL 22 X 2 FROM ATTI LE 22 MECH II I I I I I I II I I I—--I--I I _II_ --- I I I _ � � I II II I LI —————— _ _ L '4 ,4t I- 4-10 I I I I I - � Y � p rot ,E�- , , N _r4 '/ A " _ cot or truss C C4 I I I I2z I I I I I I I I -1I -II-� II- -1I -II - I� �II - -II 22 2 X 0- ��- -- ALV E If1IIIIII I-IIIIIIII1III IIIII-III1IIIIIII- 6 -- ato�s•s 2—__3`'s-i --X_- 21_T-'�2ry 0 "�--1�I'�,1 i,4~--'�8�-N-•---==i_Io9I—,I1I1II�I1��4II�11IIiiIr11I1-•�I1I1111III"ce-_,-tiW0 �/J �tot;IlIIIIII11I IIlIIIiIIIII E0 C IIIIlIIItIIII11 R1IIIIlIIIII11 IIIIII1II IIlIIIII11I1 -�-1IIlIIII111III '=I=IIlIIIIIII1I-1-'►--lIIII4 �� - I -�1 I�N SPIIIIIIIII11Il1 C I11IIIIIII I11IlIiIIIII1.II ® IIIlIII1IlI EST ---IIIII 1 B1 TTI1lIlIIII11 O4 4 1 2 BE PIPED BACK TO MEC -H A- NII1I1IIlIlII1=-I,IC 2A-�L-I1IIIIII;I SECOND( IL00R FQR CAN ROOM ON GPOUND LEVEL 2-22 121g I IC L vE 4 I I I I 4-9I I oI I I I I I I I I I 1 1 1 1 1 I I I SEE Loo Fob coT. LA 4-42214, 1 Is-4� " ° I I I I I I I I I 9-101310 I I I 1 1 - I I I ' = _ - -- D1 '" N19 RISE UP—B�N 2z1 X 2 RED 1IlIi_-.DyO-O.IIIIIIIIIIII1I1lIl •,''''';' _ Ask � is'-- --' to AApeak I l 14- 1 o peak 2 I I 14 A4 I12 ' attic eve1 S FROM B from second floor ArQ9, X3 IJl I�i --L_32, _1 - 6 - 6 4- 26A0 -0 3- 6 0-32 -10 2- I �°�- - - - - - I 6 i-O 31 1 IT I I I x 10-s 1 _ ®- 1 1 22 x 110-6 1 1 1 22 2 1t$-11 it 1 1e4 1 1 65 Bs LVL I I - - - - - - I I 1 I I I I I 1 I I I I 1 1 1 -I 1 1 2X 10 I 2-t 1 1 I1 I - �N 1 ? -$ I 1 1 Y2 X 110-t 2' X 1 1 SIX M OTSESPRTA CRSEEO MURORETCQEEU I"RAETST IC5"t HPE.ASD.I S.I 1 1 I I®PROTECTING _-z Ig_td I E�Ev I I I I ? I I I� I I I 1 1 41-0" bECKI FR _ o IC FLo I I 5 1 ( 1 1310 I I 1 I9-4� ELEV. c 1 .1 -x I I I I I I I I � tiSH 4-2 C) ® 1 1 1 H AD T T$P 0 4FT1" DOWN FROM ATTIC LEVEL 1 DNTO EC A I I I Is3 N .M �. o II-III1I1I11IIII1( 'f III1I1III --�/- - 8�I II 1 I= -\_ © 1_ AB6_PEIIIPT WWR_AOETEX EN._R 2N MAIN 08,JASSA ° _ - - _ - - - - - - - - -6 I ILEVMACH XP I I I I I I I I I I I I I I I I I 1 6" FIRE SERVICE I IQT1 I I IIIII1I11IE1I1111I11I I111,I11II $ S 11 SLOPE LINE 012 I XPOSI I I I I I I I D DOWN NTH ROOF FOR VISIONS SPA 4 1 4 I- I -I— �1 -I- � - - _ SLAB ELEV. 140'-9" = . o- - - - - L OLU11:1 I Q I D I Q I 1 1 I I I I I6 I 8-7 Z_LCIs=L— -r-----------Zt__'!F— --------LL m 14' ON TO SECOND FLOO _ w 14' ON FROM ATTIC 18" WATER MAIN IAPPROX. 75' BETWEEN NODESO & 3_S F IC F L0 .0 R S P � I N K L E Ir' L A 1 AT T ' FLOOR SPRINKLER PLAN North North WATER FLOW TEST STATIC: 67 P.S.I. RESIDUA : 60 P.S.I. TEST TAKEN ON 8/14/04 EWET SYSTEM RISER ASSEMBLY CONSIST OF: DRY SYSTEM RISER ASSEMBLY CONSIST OF: ELEV. OF TT HYDRANT 15 3" BUTTERFLY VALVE W/ TAMPER 2 1/2" BUTTERFLY VALVE W/ TAMPER 8' 3" ALARM VALVE WITH TRIM AND GAGES 2 1/2 FLOW SWITCH 3" FLOW SWITCH WATER PRESSURE SWITCH 1 1/4" TEST AND DRAIN _ 4" TO FIRE DEPT. CONN-/ 4" CHECK VALVE WITH AUTO DRIP ATTIC TYPE HEADS PROTECTING UNHEATED ATTIC SPACE 4" DOUBLE CHECK NNN 4" BUTTERFLY VALVE W/ TAMPER (TYP OF 2 L D V B A 6" X 4" REDUCING FLANGE 6 FIRE SERVICE (BY OTHERS) INSULATION AIR COMPRESSORDETAI .L 2' MAIN DRAIN CDI DISCHARGE TO OUTSIDE 4 5 6 GYPSUM CEILING ATTACHED TO UNDERSIDE OF TRUSS SPRINKLER HEADS AND PIPING TO BE RUN IN WARM SPACE NP TORS TEST CONNECTION (DRY TYPE) SUSPENDED CEILING ABOVE CEILING L _ 12' MN IPl TO OUTSIDE TAAPRACKAVE Hl 3 X 5-44i FIRE SERVICE (BY OTHERS) 0-4_ I I I I I I I II I I—11 I , SEE SITE PLAN THIS SHEET GYPSUM CEILING ATTACHED 9-72 TO UNDERSIDE OF JOIST _ _ _ _ I_I_ _ _ _ _I I_ t _ _ _ _ _ _ _ _ _ _ _ USPENDED CEILING -bI �t1Z I 1 INSP FROM ABO 63 1 5 I 2 1 19A 1 1 1 1 1 1 9-52 L I 1 1 EN NT I I 1I I I 1 I I 1 I Inoo ^I I I [PI H4 -1W I, I I I I /1 9, N1 3 X 7-02I ITE l 5 2 I 0- 35 5-12-s 4-8 3�82 NIK 114' 1 1 1 1 1 1+ 1 1 I I 1 1 11 11 I I I � I -31 3 x 8-4z, I bat of mom 10-5 ,/r R 19I I 91 DRY 80 84"I I I I I I I 19- I I I INI I 2 / 1 WET RISER X tZ L _ 12' MAIN P 1I l0 � _ � COL , LO " KING WEST1 I BUILD : NoSE � I I I I I I I i I I 21 sroEwauHEAo-wTHl I I I12 I I I 1I I I I I I I1 I I I l l d-31 I I I 24" INCHES OF-8O I I 14' I I I OF PIT 6II 1 1 1 1 1 1 19421 1 1 I 71 9 ? �t of joist -y 1 I I I I I I I I I I I I I I I I ELEv AREA OF APPLICATION IS ALLOWED TO BE REDUCED M PER N.F.P.A. 13, 2002 EDITION 14 A 12 I I I I I I I I I I I I I I I I I SECTION 11.2.3.2.4 A I I I 111 I I I I I 1 11 1 1 I 1 1 N' 1 d-31 I I 1 1 9 7 9- 6I/ 1 11; 1 1 1 1 1 14 1 1 ,I I I I 11 1 1 1 I I I 7 I VISG.HYD SIGN (ATTIC HEADS) STTE P L-i- Ll�= 1 I I I I I I I I 8I HYDRAULIC REMOTE SYSTEM DE_ I942 I I 3 1 zSEISMIC LEGEND Ln 12 .20 a 900 SO. FT. Sprinkler system to be dry and hydraulically calculated. o PRESSURE REQUIRED I I I . __L_ I �I ___ I 1—_ I LI AT SOURCE Piping is sized as per NFPA 13 Light Hazard With a design density of most remote six heads — LONGITUDINAL BRACE North r 41 PSI 638 GPM Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. T I Maximum sprinkler head spacing - 6' on center max. LATERAL BRACE4" FIRE DEPT. CONN. FEED IRE DEPT. CONN. SYSTEM DESIGN (SECOND FLOOR) I `:LECTRIC BELL (MOUNTED ABOVE FIRE DEP Sprinkler system to be wet and hydraulically calculated. WT SHOWN FOR CLARITY PURPOSES Piping is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 900 Sq. Ft. Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. REVISIONS SPRINKLER SYMBOL DESCRIPTION AL FIRE PROTECTION. LLC Maximum sprinkler head spacing - 225 Square Ft. SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 45 CHERRY STREET SYSTEM DESIGN (GROUND FLOOR) 1/2 M VIKING BRASS UPRIGHT zoo 5.6 9 EAST HARTFORD, CONNECTICUT Sprinkler system to be wet and hydraulically calculated. 0 1/2 M VIKING BRASS UPRIGHT 155 5.6 2 Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 900 Sq. Ft. 1/2 M VIKING CHROME ECESSE 155 5.6 92PROJECT Dote Total combined inside and outside hose demands of 250 GPM has been allowed for in hyd. calculations. VISIONS SPA AND SALON 09-10-2007 GROUND FLOOR SPRINKLE" R PLAN Maximum sprinkler head spacing - 130 Square Ft. 1 2 TY4180 TYCO BRASS ATTIC 212 8.0 12 207 BUCKLAND ROAD scale: 1/2 M VIKING BRASS HSW 155 5.6 1 SOUTH WINDSOR, CONNECTICUT GENERAL NOTES Job No. North 1. ALL PIPE, FITTINGS AND HANGERS ARE PER N.F.P.A. 13 2002 EDITION. 2. ALL THREADED PIPING TO BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. Drawn By 3. ALL GROOVED PIPING TO BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. SPRINKLER PLAN JED))2 - "2 �i 'un 4. CENTER OF PAD IS NOT REQUIRED. TOTAL SPRINKLERS SHOWN ON THIS SHEET 116 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-1 RAIL FORCES F1 I F2 I IMPORTANT ` BAY STATE ELEVATOR COMPANY F1 THE BAY STATE ELEVATOR COMPANY IS NOT RESPONSIBLE FOR THE STRUCTURAL 325 1 4 DESIGN OF THE BUILDING AND ELEVATOR b c DT rry T c„oonoT LISJ. LtiJ, HuiST WAI uR A. AD&L . ,u ov Ir I F2 THE ELEVATOR LOADS AND OR REACTIONS. TYPE: AMEE 25 C CLASS A CAPACITY 2500 TELEPHONE BOX E. H DESIGNED FOR SEISMIC ZONE 2 TELEPHONE BY B.S.E, P ., PER CODE � SPEED 100 F.P.M. UP 100 F.P.M. DOWN HEAVY FINISHES OPERATION: SELECTIVE COLLECTIVE TAC-20A CAB WALLS FORMICA NO. 7011 AFRICAN LIMBA CAR ENCLOSURE, PASSENGER CAB MODEL: TKLP-1 CAB DOOR ENAMEL NO. F-105 CEDAR BROWN SUMP PIT W/ COVER ti� �� CAB SILL ALUMINUM 3 ¢ w [�R NSTALL PIPE BY OTHERS CAR DOOR: SINGLE SPEED-POWER OPERATED FLOORING CARPET (CRUSHED SHELL) M o ¢ _� F ULRDEVALVE PER CODEIS BUILDING AND ELEVATOR HOISTWAY DESIGNED PLATFLIRM SI7F 3A' FINISH FI IIIIR-CARPFT ON SUSPENDED CE 1 L 1 N G FRAME ENAMEL NO. F-112 BLACK O= p F A C'I UIT HANDRAIL 1/4' x 2' #4 STAINLESS STEEL (1) REQUIRED ¢ n AND BUILT T❑ SEISMIC ZONE Z STANDARDS HOISTWAY FRAMES ENAMEL NO. F-105 CEDAR BROWN ii 4 ti SEE DETAIL ql CAR STATION MKD: G-U -RUN/ST❑P-ALARM-DOOR ❑PEN- HOISTWAY DOORS ENAMEL NO. F-105 CEDAR BROWN ii N a w °� PIT LADDER(BY B.S.E.) SELECTOR YES NO DOOR CLOSE-KEYED LIGHT/FAN SW. INDEPENDENT SERVICE SW. HOISTWAY SILLS ALUMINUM w U tj (n PIT LIGHT t t 4) CAR STATION J (SEE NOTE 2 t 4) Q = Q. CAR POS.IND. : Li N w ih a ENERG. LIGHT I TEL, BOX BELOW U Z A ti JUNCTION BOX TELE.BDX I A D V I S E a_ L Y �a'a �i I8(FFER MICROLIGHT (NON-CONTACT REOPENING DEVICE) w v ¢ 0i i;3 I f R=5,841 LBS. M L ___--__--- (\� CAR POS. IND. MKD: G-U o l F- I`-1 _ ' 6'r �" - _ --_-______ = CAR LANTERN MKD:6O ^ FIRE S,ER_VT(1E fANDING --------------- - I rl I HOISTWAY SAFETY VENT HOISTWAY ------- BEAM TO BE RATED PER CODE BY OTHERS HOISTWAY ENTRANCES: SINGLE SPEED (POWER OPERATED) U FOR 5,400 LBS.I HALL STATION I I I I I I HALL STATIONS: LIGHT UP CALL BUTTONS F"'0/ t Tr- F`;r.- :,,"?i ;7:..� 1. i ? ti.- t: i,r, .'t`•.. I z w @ G-U I : I l-1:. .i: ,f T ! iV::_i v i ✓• + `� - - -1 o FIRE SERVICE I wu J e G ONLY OPENING I I 3 `I�I,f "� 4 I 'D.L. JACK-+ �4 ( -- 'v POWER UNIT MODEL: EP-60-20 H.P. VOLTS PH, CY. W/ S❑LID STATE STARTING 20 208 3 60 �ZO Z 103'-6' CLEAR OPENING •: JU Z I Y ar 3S-STD 3o s'-o• ROUGH OPENING 3'-4' JACK MODEL OVERTRAVEL TOP 6' BOTTOM 91' } r. r <1 SEC) �i'S---I,f v i��S :'Y.�i i}:_ S ►� 1 � �(n wf 2j• I-----6'-8' CLEAR INSIDE CAB--{ 2 ' PLUNGER O.D. 3.875' WALL THICKNESS .2605' NET AREA 11.82 1 r l --{ MIN 7j' 4'-1' -� 2'-Il1' 7j' REFUSE SPACE 43 CYLINDER O.D. 5.5625' WALL THICKNESS .250' EST. W.P. 429 PSI. fir,.z Q :x��F y� 1 111 7'-0 WIDE CAR PLATFORM I I co CROSSHEAD 6' BOLSTER 8' STILE 7GA._�►71 3j' FACE TO FACE OF RAILS 33, c w HALL FIXTURES FLOORS POCKET SIZE ABOVE FIN. I `CD WIDTH HEIGHT DEPTH FLOOR .'�.=.:. ,- .- -_ 2 '—► T-11' BACK TO BACK RAILS 2 ' _ I PER NEC �002, 110,26 I HALL STATION 2 G-U IN ROUGH 3'-G' MINIMUM 3'-6" CLEAR 4 a ' -�- 3-7 • w FIRE SERVICE e G ONLY OPENING 5'-6' a REQUIRED USING 480 VOLTS 8'-4' WIDE CLEAR PLUMB HOISTWAY W U I w JACK f I a w MINIMUM 3'-0' CLEAR /� z U REQUIRED USING 208 VOLTS f—I N o o a Z v~¢i I u o Y W PLAN ❑F ELEVATOR H❑ISTWAY a J A MINIMUM 4 0 CLEAR I A LJ REQUIRED WHEN FACING - I Of = GENERAL CONTRACTOR NOTES DISCONNECT SWITCH o = X WORK NOT INCLUDED IN ELEVATOR CONTRACT w m w `o o 1. A plumb holstway according to code and sizes shown and properly i 4 ventilated. Adequate support of all oulde rail bracket locations for n I v b loads shown. Pipe sleeves, trenching and back filling for all/or w ' Q, conduit lines as shown patching to Install holstway entrances and J a I I I I I I I I elevator hall fixtures, holstway barricades. I w� 2. Necessary pit lights and switch, convenience outlets GFI Protected, I WALL LINE---- REF according to code (keep clear of elevator equipment). I--- 3. An enclosed machine area according to code with adequate light, heat (min. 50' F, max. 100' F) and ventilation, 7'-76' It TO It TARGET HOLE —� w 4. 120 volts, 20 amp Fused Disconnect Switch, car light, alarm circuit and r M Junction box as located on drawing. TARGET HOLE NOTE: ❑IL PIPE LINE (n o= 6. Entrance Assembly Angle (by B.S.E.) full width of holstway and grouting (nevi of sills In place (by G,C.). i"t �`� CANNOT CROSS FACE OF RAIL —�- 1 ' I woz SUMP PIT I� � BUILDING JOINT LINE J QF-H o 7. For passenger elevators type hoistwa entrances, erect entrance W/ COVER k�\\\; a N of I- ' walls pocket, with lintels, after frames are set, or leave a rough BY OTHERS L1a1� Ld¢ 'v PER CODE w EDGE OF PLATFORM z I opening l-� wider x 1=0' higher than finished opening and fill-in, W �j,J with lintels, around frames after frames are set. _J I v— j LJ Necessary pockets in corridor waits for hall fixtures per table abGve. cr a 0 (Locate as directed by elevator contractor). NOTE: ❑IL PIPE ROUTING '' '- _ - — r o 9. Lead time for deliver of elevator material Is 12 to 14 weeks after all TO BE FIELD LOCATED I I- ��j approvals, y OAS_ (TYP. EACH SIDE) z I Z �� 10. Fire rated holstway and machine room by others per code. ZOO ❑ It. Machine room and holstway ventilation by others (If required per code). sw I 2- OIL PIPE .154' WALL DETAIL # 1 I 12. The elevator machine room and holstway are to be void of all piping, BQ-2' SHUT OFF VALVE z o G ductwork, or other materials not directly required for the elevator 1 z a operation. r a Ca-8' x 8' CONDUIT & PIPE SLEEVES ti 13. 3'-O'W, x 6'-8'H. minimum door with spring lock automatic closer by others o w SEE NOTE 2 (in machine room per code). I OPENINGS BELOW 1 TO BE FIELD LOCATED Uo = STOP SWITCH o m (BY B.S.E.) 14. Disconnect switch and wiring to terminal of elevator power unit by a( a o -v - w others. Z:, U N z p W c U I Lj LLJ A "p• N ' = NOTE: CHANGE l MINIMUM HEIGHT IN ``' A ti �,J w NOTE: A: Oil pipe tines and fittings shall be properly supported to "' xo SWING OF MACHINE - I- relieve strain. MACHINE ROOM: 7'-0' w , �a 0 R❑OM DOOR TO AS of W Q Z NOTE B: All reactions on this drawing have been doubled for impact o Z MQ SHOWN TO MEET y( I I I z i' ' _j DATE SYM. REVISIONS al .wJ W CODE CLEARENCES L �3 M Q o I .J 3 PHASE H II w I CK DISCONNECT b CL C/)J Jp 3 3 a w z SWITCH WALL MUST BE PLUMB �E 11 l �"�H 10-5-07 B CAB RETURN a oU 1 PHASE AND SMOOTH. AREA TO a '— t N 3 Y E1 HAVE ADEQUATE STRENGTH ac 1$ - v 9-24-07 A APPROVALS - ORDER - FLOOR MARKINGS DISCONNECT AMP FOR ATTACHMENT OF ENTRANCE o o W .6F I_Q 301 VENT MACHINE ASSEMBLY ANGLE. SEE DETAIL *.j w 0 Li SWITCH ENT-7 FOR ALL ATTACHMENT :`` " _� I Y ELEVATOR CONTRACTOR D❑ NOT SCALE THIS DRAWING T ROOM PER CODE POINTS AND LOADS. o RO OTHERS GROOVED �� et J U=UBAY STATE ELEVATOR BY -Z AGAWAM, MA. wn. W Q 1 " DIL INLET - q a�3 Q CONTRACT: EX5955 NOTE # FOR: VISIONS SPA & SALON ENTRANCE ASSEMBLY ANGLE 3' 2'-10 6'-6�' BY H.S.E. (SEE NOTE 6) SEE ENTRANCE DRAWING ENT 15060 )KSEE ELEVATOR Lj 9'-8' INSTALLER FOR n w ADDRESSI 207 BUCKLAND ROAD SILL SUPPORT DETAIL LOCATIONS W PLAN [IF ELEVATOR MACHINE ROOM AT ATTIC R= 9,524 LBS. = CITY: SOUTH WINDSOR, CT 06074 U w M GEN. CONTRACTOR: PIERCE BUILDERS, INC., GRANBY CT 06035 ELEVATION SECTION A—A w ARCHITECT: SCHOENHARDT ARCHITECTURE, SIMSBURY, CT 06070 DATE JOB NO, C-15060 REV. SHEET NO. 4-9-07 B 1 OF I 1900727 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 09/25/2019 GIS ID:41350200 FEE: 18.00 MUNIS APPLICATION# 201902057 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: NATIONAL SIGN CORP." ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 780 FOUR ROD ROAD OWNER: KRISHRELTIC,LLC 213 WEST STREET BERLIN,CT 06037 DESCRIPTION OF WORK: REFACE EXISTING WALL AND GROUND SIGNS FOR KUMON SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TfIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/25/2019 9:58 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900947 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/23/2019 GIS ID:41350200 FEE: 1440.00 MUNIS APPLICATION# 201902813 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KRISHRELTIC,LLC ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 213 WEST STREET OWNER: KRISHRELTIC,LLC 213 WEST STREET BOLTON,CT 06043 DESCRIPTION OF WORK: COMMERCIAL BUILD OUT FOR UNIT 104-DOCTORS OFFICE "COLLINS MEDICAL OFFICE"(216 HEMLOCK) SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/23/2019 10:06 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700047 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 02/15/2017 GIS ID:41350200 FEE: 15.00 MUNIS APPLICATION# 201700107 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VINNY PHAN ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 709 FALLSVIEW ROAD OWNER: VISION SALON&SPA LLC MANCHESTER,CT 06042 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW ILLUMINATED WALL SIGN FOR VIP NAIL AND SPA. SUITE 216 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 2/15/2017 10:56 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900767 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 12/09/2019 GIS ID:41350200 FEE: 360.00 MUNIS APPLICATION# 201902805 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: M.J. EMONDS MECHANICAL ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 17 NUTMEG LANE OWNER: KRISHRELTIC,LLC 213 WEST STREET GLASTONBURY,CT 06033" DESCRIPTION OF WORK: REMOVE AND REPLACE A/H AND CONDENSER WITH SAME EQUIPTMENT UNIT 216(216 HEMLOCK) SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/9/2019 10:48 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900015 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 12/16/2019 GIS ID:41350200 FEE: 108.00 MUNIS APPLICATION# 201902813 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HARTFORD SPRINKLER CO INC ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 4 BRITTON DRIVE OWNER: KRISHRELTIC, LLC s 213 WEST STREET BLOOMFIELD,CT 06002 DESCRIPTION OF WORK: COMMERCIAL BUILD OUT FOR UNIT 104-DOCTORS OFFICE "COLLINS MEDICAL OFFICE"(216 HEMLOCK) SPECIAL CONDITIONS: RELOCATE HEADS FOR NEW TENANT LAYOUT ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/16/2019 8:31 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700041 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 02/08/2017 GIS ID:41350200 FEE: 15.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: APEX REFRIGERATION COOLING& ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 21 STEELS CROSSING ROAD OWNER: VISION SALON&SPA LLC BOLTON,CT 06043 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BATHROOM EXHAUST FAN TO OUTSIDE AND DRYER VENTING TO OUTSIDE. SMALL EXHAUST FAN OVER NAIL SECTION AND TOWEL VENT TO OUTSIDE. 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 2/8/2017 12:08 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700304 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT 2 DATE: 07/18/2017 GIS ID:41350200 FEE: 15.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: L.C.MECHANICAL LLC. ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 15 BITTERSWEET DRIVE OWNER: VISION SALON&SPA LLC EAST HARTFORD,CT 06118 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MOVE FLEX DUCTWORK FOR NAIL SALON--CONDITIONER AIR ONLY. 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 7/18/2017 3:33 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000092 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 03/23/10 GIS ID:41350200 FEE: 60.00 MUNIS APPLICATION# 201000224 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: LUU JOHN Ii ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 200 HEMLOCK AVENUE OWNER: VISION SALON&SPA LLC SOUTH WINDSOR,CT 06074 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BUILD OUT ON LOWER FLOOR. DR.'S OFFICE. INSTALLATION OF DUCT SYSTEM TO CONFORM TO NEW LAY-OUT. 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 3/23/2010 11:49 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600535 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: I 1/17/2016 GIS ID:41350200 FEE: 30.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: J.L.ELECTRIC ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 82 FALKNOR DRIVE OWNER: VISION SALON&SPA LLC MANCHESTER,CT 06040 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DEMO EXISTING INTERIOR WALLS AND ADD 8"- 10 120V OUTLETS. 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 1 I/17/2016 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700144 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/23/2017 GIS ID:41350200 FEE: 15.00 MUNIS APPLICATION# 201700523 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: LJ ELECTRIC CO. INC. ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 201 CHRISTIAN LANE_ OWNER: VISION SALON& SPA LLC UNIT G 216 HEMLOCK AVE BERLIN,CT 06037 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MAKE-SAFE DEMO OF WALLS TO BE REMOVED. 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 5/23/2017 8:29 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700218 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/18/2017 GIS ID:41350200 FEE: 90.00 MUNIS APPLICATION# 201700721 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: H&E ELECTRIC LLC. ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 35 EAST MORNINGSIDE STREET OWNER: VISION SALON&SPA LLC HARTFORD,CT 06112 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRING OFFICE SPACE--INSTALL PLUGS AND LIGHTS. ALSO ADD 200 AMP 3 PHASE METER AND PANEL. 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 7/1 8/201 7 3:34 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700303 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 07/18/2017 GIS ID:41350200 FEE: 225.00 MUNIS APPLICATION# 201700721 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EVERYBODY LOVES TITUS PLUMBING ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 177 WESTLAND STREET OWNER: VISION SALON& SPA LLC HARTFORD,CT 06126-- 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROUGH PLUMBING FOR 8 HAND WASH SINKS AND HALF BATH. INSTALL FIXTURES, TWO AIR LINE AND TWO VAC DRAIN FOR CHAIRS. 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 7/1 8/201 7 4:04 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900575 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/24/2019 GIS ID:41350200 FEE: 90.00 MUNIS APPLICATION# 201902813 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: WEST HARTFORD ELECTRIC LLC ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 34 MAGNOLIA HILL' OWNER: KRISHRELTIC,LLC 213 WEST STREET WEST HARTFORD,CT 06117 DESCRIPTION OF WORK: COMMERCIAL BUILD OUT FOR UNIT 104-DOCTORS OFFICE "COLLINS MEDICAL OFFICE"(216 HEMLOCK) SPECIAL CONDITIONS: ROUGH AND FINISH WIRING OF 9 EXAM ROOMS ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/24/2019 11:08 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600531 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 12/13/2016 GIS ID:41350200 FEE: 45.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT r LOCATION NAME: RINALDI PLUMBING&HEATING ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 171 ATWOOD AVENUE OWNER: VISION SALON&SPA LLC WATERBURY,CT 06705 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROUGH-IN FOR 10 PEDICURES AND 1 WASHING MACHINE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/13/2016 1:58 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600531 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 12/13/2016 GIS ID:41350200 FEE: 45.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PAUL RINALDI ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 1342 WOLCOTT ROAD OWNER: VISION SALON&SPA LLC WOLCOTT,CT 06716 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ROUGH-IN FOR 10 PEDICURES AND 1 WASHING MACHINE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/19/2016 10:20 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700413 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/01/2017 GIS ID:41350200 FEE: 1650.00 MUNIS APPLICATION# 201700721 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KRISHRELTIC,LLC ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 213 WEST STREET OWNER: VISION SALON&SPA LLC BOLTON,CT 06043 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MEDICAL OFFICE BUILD OUT ON 2ND FLOOR SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE Q DING DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: BUILIING OFFICIAL 8/1/2017 9:21 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700431 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 08/07/2017 GIS ID:41350200 FEE: 225.00 MUNIS APPLICATION# 201701001 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KRISHRELTIC,LLC, ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 213 WEST STREET OWNER: VISION SALON& SPA LLC BOLTON,CT 06043 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACEMENT WALL AND FREE-STANDING ILLUMINATED SIGN. SUITE 216 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 8/7/2017 3:40 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700449 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 08/16/2017 GIS ID:41350200 FEE: 75.00 MUNIS APPLICATION# 201701047 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VINNY PHAN ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 709 FALLSVIEW ROAD OWNER: VISION SALON&SPA LLC MANCHESTER,CT 06042 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NON-ILLUMINATED REPLACEMENT WALL SIGN FOR V.I.P NAILS&SPA. 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 8/16/2017 2:38 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700228 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/23/2017 GIS ID:41350200 FEE: 105.00 MUNIS APPLICATION# 201700523 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PRESCOTT CONSTRUCTION MANAGEMENT ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 6A WILCOX STREET OWNER: VISION SALON&SPA LLC SIMSBURY,CT 06070 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: LIMITED DEMOLITION OF NON-LOAD BEARING INTERIOR PARTITION PER DRAWING BY GTS DESIGN. 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 5/23/2017 8:20 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000672 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 12/05/2014 GIS ID:41350200 FEE: 15.00 MUNIS APPLICATION# 201401729 BUILDING DESCRIPTION: APPLICANT :, . ` ,,: LOCATION NAME: MARIA LONGO SKULOS-;,,`" ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 111 SHERWOOD DRIVE . OWNER: VISI6N SALON&SPA LLC EAST HARTFORD,CT 06108 i n~216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW NON-ILLUMINATED WALL SIGN--PLASTIC BARBER POLE. SPACE 216=-SISION SALON&SPA. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS`APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/5/2014 12:19 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000122 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/13/10 GIS ID:41350200 FEE: 150.00 MUNIS APPLICATION# 201000359 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KEVIN BARRY ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 192 WATERVILLE ROAD OWNER: VISION SALON&SPA LLC FARMINGTON,CT 06032. 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STEEL STUD FRAMING,DRYWALL&FINISH 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 4/13/2010 11:03 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600791 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/17/2016 GIS ID:41350200 FEE: 135.00 MUNIS APPLICATION# 201601634 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VINNY PHAN ADDRESS: 200 HEMLOCK AVENUE ADDRESS: 709 FALLSVIEW ROAD OWNER: VISION SALON&SPA LLC MANCHESTER,CT 06042 216 HEMLOCK AVE SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DEMO WORK AND REMODELING FOR NAIL SALON AND SPA. 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 11/17/2016 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE