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100 HEMLOCK AVE SUITE 120
APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT t APPRO 1540 SULLIVAN AVENUE B a`� ,. 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application mast be printed or typed FEE SCHEDULE // Location of Job: $0-$1,000=$15.00 1 �`/�m t o e if Over$1,000= F Street Lot No. $15.00 per$1,000 � S.Ok or any fraction thereof signation Apt.No. APPLICANT /�G�,o� �• / ��iz rh -one . APPLICANT ADDRESS f 3/ /44.••< S te"-* Alk ne ke-s Ar_f Cf . OGo yZ APPLICANT'S PHONE# OWNER OWNER ADDRESS Vj OWNER PHONE _ ESTIMATED COST$ S 1,00 0 C � V IS THIS A CONTRACT COST? JZYes No FEE ENCLOSED$ 5 TYPE OF JOB: SOR CO New Installation Alteration/Addition/Repair Zrll,ri� Ic: Revised 03/05/10 APPLICATION FOR IIVAC PERNM(Continued from ieverse side) TYPE OF TEM: TYPE OF BUILDING: Cl,PEATING ❑ RESIDENTIAL �CIAir ON ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT.HEATER . EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 1117 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) VgNTZI ATION 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. YT- . 0303Vc(2 -�5t s - C(,7-- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC DATE A�Tl�1 = SY5TEl"S l/VC. MUNICIPALITY Town of South Windsor AN.Nail S JOB NAME a p START DATE 5-18-17 JOB DESCRIPTION HVAC per plans and specifications. PER PUBLIC ACT 91-95 THIS LETTER AUTHORIZES Jessie J Dupont III TO SIGN THE PERMIT AS AN AGENT OF j// 54 V U FOR THE ABOVE MENTIONED JOB AND MUNICIPALITY APPLICABLE LICENSE (i�43'f4 '7 S-1 OTHER STAT OF CONNECTICUTSTATE OF CONNECTICUT DE.�AR*TAIEATOFCONSU.41ERPJtOTECnON-- --ON LIMITED SHEET METAL CONTRACTOR HEATING,PIPING&COOLING UNLIMITED CONTRACTOR VINCENT J SAVINO VINCENT J SAVINO 19 WINDMILL RD 19 WINDMILL RD ELLINGTON,CT 06029-2124 ELLINGTON,CT 06029-2124 LIC./REG NU.-EFFIXI IVE EXPIRES LIC./REG NO. EFF TIVE EXPIRES .HM.0000333-SM 0 1/2 08/31/2017 HTG.0303447-51 Ul/?0] 08 31/2017 SIGNED _ SIGNED 731 Adams Stre et,et, Manchester, CT 06040 Tel. (860) 645-8838 Fax(B60) 645-0226 CT Lic.# 303447 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR pgRAW# Application is hereby: BUILDING DEPARTMENT APP o D 1540 SULLIVAN AVENUE )`1 644-2511.ext. 230 Bldg.Permit# D-ate-7" Building I for �b00�(p Application must be printed or typed FEE SCHEDULE � �'�'�-v ClL Location of Job: $041,000—$15.00 Over$1,000 a Street No. _ Street Lot No. $I s.00 per$1,Ooo 407WN LY 1//,vC.�11�A-c 5P.4 S�r /a-o or any fraction thereof Tenant Designation Apt.No. APPLICANT -A lo-ow r l 7 a/G APPLI ANT ADDRESS I.D 2- Ur`f'K-Ccto-c�� ,1j2 G-/,t&-� U c�T, NeQ 33 APPLICANT'S PHONE (a o' ;3 V y S 88 OWNER P7/G O`A- L �,•r,r,� SOW N S�q< OWNER ADDRESS 'f?uV C rz i o,L 0 6�- O OWNER PHONE C ESTIMATED COST$ C"yz IS THIS A CONTRACT COST? '✓des No FEE ENCLOSED•$ c;0 0 0 TYPE OF JOB: OR•C0 ✓New Installation Alteration/Addition/Repair r Revised 03/05/10 APPLICATION FOR ELECTRICAL PERNUT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERNIIT APPLICATION? GYBES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY SIBUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE, ❑ FACTORY ❑.STORAGE ADDRESS ❑ GARAGE . 0 MDIED USE CITY STATE ZIP (Oth"Ptaw SP=ify) TYPE OF INS TALLATION[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'SWTTCHES NUMBER OF OUTLETS NUMBER OF LIGHT FD URES NUMBER OF HEAT CIRCUITS NUMBER'OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 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 12-35--?. y — / C % CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICANT �p//\./ DATE BLOOMFIELD ELECTRIC COMPRW SERVICE•DESIGN•INSTALLATION SINCE 1926 CT LIC.#123564 May 24, 2017 Building Department Town of South Windsor South Windsor, CT Job Location: The promenade Shops 151 Buckland Rd. Job Description: Tenant fit out for Anthony Vince Nail Spa To Whom It May Concern: This letter authorizes Roger Baral, License#157751 to sign the permit as agent of Bloomfield Electric Company for the above mentioned job and municipality. Applicable License: / Z4 � Kevin Calhoun Roger Baral Contractor License Holder Journeyman License Holder E-1 123564 E-2 157751 Subscribed and sworn to before me this 28`h day of April 2017. Notary Public: My commission expires: June 30, 2017. 182 Oakwood Drive•Glastonbury,CT 06033-2434•Tel.:(860)430-5588•Fax:(860)430-5589 www.bloomfield-electric.com DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT (,Cid I M APPROVED 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Da4 Building Inspector 1� O }0O Application must be printed or typed FEE SCHEDULE )co t4,e 1 ,ecation of Job: iZo $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= / $15.00 per$1,000 +n►l V i^�� tie-;Is or any fraction thereof Tenant Designation Apt.No. APPLICANT Cr�Ss t(►'IEGEIq,�iG4L APPLICANT ADDRESS P 0, l&ox 34o663 + 4rThr6 C.f oL tzy APPLICANT PHONE# aG 0 - 17-1 y OW N S jc OWNER 6j6"&,rE.enj ��/gt,IC i A-itr < OWNER ADDRESS 50 %hovfrr►d -T Z2oo ( a OWNER PHONE C ESTIMATED COST$ Poo. ++ IS THIS A CONTRACT COST? ✓Yes _No FEE ENCLOSED$ o�2 76 �N O�� TYPE OF JOB: ;9 4097 'YOR C w Installation Alteration/Addition/Repair �700�3 7 rtev���t ain i innm � APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF B DING: ❑HEATING ❑ SIDENTIAL ❑A/C 0 COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING 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 APPLICATIOnN) / FURTHER DESCRIPTION OF WORK /hS'jJ1 PeN 2-�� , �JGT t 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. 039// IQ si GT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT i DATE 30 CREST MECHANICAL SERVICES HMTFORD NoawK54 P.O.Box 340683-Hartford,CT 06134-0683-860-724-3431 Telephone-860-251-7132 Fax-a-u•.crestmechanical.com Date: March 28ih 2017 Attn: Building Official Re: Application for Plumbing and HVAC Gentlemen: In accordance with Public Act 91-95: This letter authorizes the below named agent to sign the above referenced permit application. 1) Project Name: Anthony Vince Spa Landlord Work 2) Location: Suite 501 Shoppes At Evergreen Walk South Windsor, CT 3) Starting Date: April 20th 2017 4) Licensed Contractor's Name: Paul J Breglio 5) Licensed Contractor's Trade License No. S1-0391112 &P1-0203561 6) Name of Agent: Freddy Medina 7) License numbers of all contractors involved in the work in applicable: Sincerely, Signature of Company Official if applicable: Signature of Licensed Contractor required by Public Act 91-95 AA/EOE Connecticut License Numbers:HTG.0391112-SI PLM.0203561-Pi FRP.0010140-F1 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT - APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 4 * 644-2511 ext. 230 1 7 0 00 .2 4-, Date 1 Building Ins or Application must be printed or typed FEE SCHEDULE Location of Job: Ave- $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 /�/�tr,�.r4���1 or any fraction thereof Tenant Designation Apt.No. APPLICANT ,GI� yQr6CG iQ.L . /I/1 I�YtST�CI p✓1_ APPLICANT ADDRESS TS Clot✓ S - -�J� APPLICANT PHONE# S-I60 -$e 3 - ft 3 OW N SF OWNER /ni-cA t ,( La.4ox q� OWNER ADDRESS ` '700 La 6W-L, L ^^A h�4urn ee. o 'f3-5"37 0 r OWNER PHONE CO. ESTIMATED COST$ I Q tw IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ TYPE OF JOB: �I SO R-C O _New Installation -)—Z-Alteration/Addition/Repair 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 Pi11-URE USE AND OCCUPANCY ly:4/L S,g La-✓ ❑ STORAGE ❑ MIXEDUGARAGE ENGINEER'S NAME FL -,-, (tiw ��S PHONE CrtrJ -Z q( (Other please specify) ADDRESS L�i�Qv✓�/ ,S f. CITY L cj � #16JA✓i STATE C-r— ZIP O 6/LTOI� KIND OF INSTALLATION w c SIZE OF MAIN DRAIN Z WATER PRESSURE AT STREET(PSI) 9O ARE SPRINKLER HEADS ALTERED? %,YES ❑NO IF YES,CHECK ALL THAT APPLY: PCADDED ❑DELETED )2t AL.TERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW /b WATER PRESSURE AT SPRINKLER HEADS(PSI) 2 ARE PUMPS REQUIRED? ❑YES ,NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑ OTHER ARE STANDPIPES PROVIDED? ❑YES )E(t4O IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING /y6 3 GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK II S r t�l 2v S J ��... ev �tc 17v C.-w i'1 f ct" C4c-v1c-�.�to'•tS 0 GcCo w%a �CJc. itew 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 ZA� � DATE Lf—0—CI Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 100 +4Lrn4r,rx •R,je- Sulk- t2n Date: Z12�Z' Sprinkler# HOD IDD o FINAL P OVALS Estimated Cost $ �o$� 2 a c� Permit Fee $ I 123 Buildin COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ 1 Affidavit Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ I , IZ3 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ -9gs3yJ - 031.35 The undersigned hereby applies to do work according to the following: ,,3�,- �Qs 81 (o5 Applicant vL b" acn Location of Worl b V �`7� of No. Applicant's Addresses ' Tel t* Town-pr��Ln1�Y Zip Z Lic. Ctq C>Oa'7 Ownerll/E<'-1l�a�a� ArchitectFUL) . t, p�c�1r��e� Owner's AddressZ,Cj-6C Ac �-Architect's Address L9t�c-C�sx� Zip38( l`L zi tog Sq.Ft. New Area: 1 st FI. : ©4�,t 2nd FI. 3rd FI. Total New Area mod( 1 Purpose of this permit L a�, 1Clca,.� Z3F 0 J �c6� City Water J Well ] Septic System J Sewer ] ,26 D►3J Ins: HO SP, Area Basement Garage Approved by Date to 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 thig 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 ` INSPECTION FIELD SHEET 05/08/17 Printed byyy Fore�shaw, Dayshell 13 57 15 INSPELTSON: 93083 FOOTING PERMIT: , STATUS APPLICATION: 201700139 LOC: 100 HEMLOCK AVENUE SOUTH WINDSOR PROPERTY ID: 41350100 OWNER: EVERGREEN WALK LIFESTYLE CENTER LLC CONTRACTOR: REQUEST BY: PROJ DESC: LANDLORD PORTION OF ANTHONY VINCE NAILS WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 04/11/17 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/03/17 DOUG PASS B003 FRAMING (ROUGH) 04/03/17 DOUG PASS E003 ELECTRIC ROUGH 04/11/17 ROSE N/A B004 INSULATION 04/11/17 ROSE N/A B005 FIREPLACE / CHIMNEY 04/11/17 ROSE N/A B006 WOOD / GAS STOVE 04/11/17 ROSE N/A H002 HVAC UNDERGROUND 04/11/17 ROSE N/A H003 HVAC ROUGH 04/11/17 ROSE N/A P002 PLUMBING UNDERGROUND 04/11/17 ROSE N/A P003 PLUMBING ROUGH 04/11/17 ROSE N/A P004 PLUMBING GAS TEST 04/11/17 ROSE N/A S002 SPRINKLER UNDERGROUND 04/11/17 ROSE N/A S003 SPRINKLER ROUGH 04/11/17 ROSE N/A S005 HYDRO TEST 04/11/17 ROSE N/A S006 TRIP TEST 04/11/17 ROSE N/A S007 MAIN DRAIN 04/11/17 ROSE N/A E001 ELECTRIC SERVICE 04/11/17 ROSE N/A E002 ELECTRIC UNDERGROUND 04/11/17 ROSE .' N/A „B002 ,FOUNDATION 04/17/17 DOUG--,-.-- PASS.,,..,,_ ,,,..B010_FINAL- %^---ANTHONY @ 860-883-2855 05/08/17 MAUL N/A F005 FM PENETRATIONS/SEPERATION INSPECTION FIELD SHEET 05/08/17 Printed by Fozeshaw, Dayshell 13 57 15 `,. 05/08/1'r' MAUL N/A FO10 FM ABOVE CEILING 05/08/17 MAUL N/A F015 FM FIRE ALARM TEST 05/08/17 MAUL N/A F025 FM EMERGENCY/EXIT LIGHTING 05/08/17 MAUL N/A F035 FM EXITS 05/08/17 MAUL N/A F040 CO -FIRE MARSHAL INSPECTION 05/08/17 FOLG PASS Z003 CO PLANNING INSPECTION Hydraulic Calculations ` for Project Name:Anthony Vince Nail Salon Location: 100 Hemlock Avenue, South Windsor, CT 06074 Drawing Name: VINCE ANTHONY HYDRAULIC FILE Calculation Date: 3/3/2017 Design Remote Area Number: 1 Remote Area Location: Nail Room 102 Occupancy Classification: Light Hazard NA Density: 0.100gpm/ft2 Area of Application: 950.00ft2(Actual 1163.91ft2) Coverage per Sprinkler. 175.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 16 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 10: 372.50 @ 55.244 Water Supply Information: for Node: 10 Date: Location: Static: 90 psi Residual: 72 psi Flow: 1463 gpm Source: 12" Municipal Main Name of Contractor: AL Fire Protection, LLC Address: 45 Cherry Street, East Hartford CT 06108 °c Phone Number: (860)291-8840 Name of designer. PSM ` Authority Having Jurisdiction: Town of South Windsor Notes: Automatic peaking results Left: N/A Right: N/A L©M.E.P.CAD, Inc. ,flAutoSPRINK® 12 v12.0.47.0 1 3/3/201711:45:23AM Pagel Hydraulic Graph Job Name: Anthony Vince Nail Salon N 1.85 Remote Area Number: 1 Date: 3/3/2017 100 Water Supply Summary Sheet Static Pressure 90.000 Node: 10 72.50 0 88.567 80 1463.00 @ 72.000 70 60 272.50 55.244 •N 1 I n 372.50 with Hose Allowance at Source 50 v a. 40 stem demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm �i.©M.E.P.CAD. Inc. -111 AutoSPRINK®12 02.0.47.0 3/3/2017 11:45:25AM Paqe 2 i p� Summary Of Outflowing Devices Job Number:1 !'K Report Description:Light Hazard(1) Actual Flow Minimum Flow K-Factor Pressure Coverage Device I m m I K si I Foot b Sprinkler 101 17.50 17.50 5.6 9.766 175.00ft2 S rinkler 102 17.65 17.50 5.6 9.938 175.00ft2 Sprinkler 103 16.03 8.00 5.6 8.195 80.00ft Sprinkler 104 16.04 8.00 5.6 8.208 80.00ft Sprinkler 105 16.36 7.50 5.6 8.534 75.00ft2 Sprinkler 106 16.37 7.50 5.6 8.546 75.00ft2 Sprinkler 107 16.44 7.50 5.6 8.623 75.00ft2 Sprinkler 108 16.51 7.50 5.6 8.695 75.00ft2 Sprinkler 109 1 16.83 8.00 5.6 9.030 80.00ft Sprinkler 110 17.31 7.50 5.6 9.558 75.00ft2 Sprinkler 111 17.38 7.50 5.6 9.628 75.00ft2 Sprinkler 112 17.45 7.50 5.6 9.712 75.00ft Sprinkler 113 17.46 7.50 5.6 9.718 75.00ft2 Sprinkler 114 17.58 7.50 5.6 9.855 75.00ft2 Sprinkler 115 17.73 7.50 5.6 10.019 75.00ft Sprinkler 116 17.85 7.50 5.6 10.159 75.00ft2 b Most Demanding Sprinkler Data �,0 M.E.P.CAD,Inc. 11 AutoSPRINK®12 02.0.47.0 3/3/2017 11:45:27AM Page 3 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) (psi) 10 Water Supply 90.000 72.000 1 1463.00 88.567 372.50 55.244 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psl (gpm) 10 -5'-0 Supply 55.244 272.50 101 12'-0 Sprinkler 9.766 17.50 Coverage: 175.0Oft2 102 12'-0 Sprinkler 9.938 17.65 Coverage: 175.00ft2 103 12'-0 Sprinkler 8.195 16.03 Coverage:80.00ft2 104 12'-0 Sprinkler 8.208 16.04 Coverage:80.ODft2 105 10'-0 Sprinkler 8.534 16.36 Coverage:75.00ft2 106 10'-0 Sprinkler 8.546 16.37 Coverage:75.00ft2 107 10'-0 Sprinkler 8.623 16.44 Coverage:75.00ft2 108 10'-0 Sprinkler 8.695 16.51 Coverage:75.00ft2 109 12'-0 Sprinkler 9.030 16.83 Coverage:80.00ft2 110 10'-0 Sprinkler 9.558 17.31 Coverage:MOW 111 10'-0 Sprinkler 9.628 17.38 Coverage:75.00ft2 112 10'-0 Sprinkler 9.712 17.45 Coverage:75.00ft2 113 10'-0 Sprinkler 9.718 17.46 Coverage:MOW 114 10'-0 Sprinkler 9.855 17.58 Coverage:MOW 115 10'-0 Sprinkler 10.019 17.73 Coverage:75.00ft2 116 1T-0 Sprinkler 10.159 17.85 Coverage:MOM 1 17'-3 20.450 2 1 T-3 20.833 &C M.E.P.CAD, Inc. 0 AutoSPRINK®12 02.0.4 3/32017 11:45:29AM Paqe 4 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 3 16-3 21.679 4 16-3 21.694 5 16-3 21.804 6 16-3 22.070 7 16-3 22.296 8 15'-0 34.680 9 3'-0 51.276 11 17'-3 17.371 12 17'-3 19.929 13 17-3 17.465 14 17'-3 20.032 15 17'-3 19.469 16 17'-3 20.789 17 17'-3 19.918 18 17'-3 20.984 100 3'-0 40.936 &C M.E.P.CAD, Inc. Ed AutoSPRINK®12 v12.0.4 3/3/2017 11:45:29AM Paqe 5 Job Name:Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings& Length C Factor Notes Node 1 (Foot) K-Factor this step om .Total(Pt)inal ID Devices (Foot) FittinglDevice(Equivalent Len (q) Fitting py Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Ql (Foot) Foot (psi) Friction(Pf) to(Pt)and shown as a (Foot) negative value. 101 12'-0 5.6 17.50 1 (See 4'-6 120 9.766 •••••Route 1 ••••• Notes) Sprinkler, 123'-0 -2.276 1 17'-3 17.50 1.0490 0.101648 T(5'-0),fd(118'-0) 127'-6 12.960 1 17'-3 1 y. (See 8'-4 120 20.450 Notes) 6-0 2 17'-3 17.50 1.3800 14,E 0.026734 0.383 T(6'-0) 2 17'-3 17.65 1+/2 (See 1'-0 120 20.833 Notes) 8'-0 Flow(q)from Route 2 3 IT-3-3 35.15 1.6100 91 -0 0.045862 0.434 0.413 T(8'-0) 3 16-3 3 10'-0 120 21.679 4 16-3 35.15 3.2600 0.001477 0.015 4 16-3 66.21 3 10'-6 120 21.694 Flow(q)from Route 3 5 16-3 101.36 3.2600 0.010476 10'-6 0.110 5 16-3 66.38 3 10'-0 120 21.804 Flow(q)from Route 4 6 16-3 167.75 3.2600 0.026601 10'-0 0.266 6 16-3 51.87 3 5-2 120 22.070 Flow(q)from Route 9 7 16-3 219.62 3.2600 0.043789 5'-2 0.226 7 16-3 52.88 3 (See 61'-10 120 22.296 Notes) Flow(q)from Route 12 119'-7% 0.542 8 15'-0 272.50 3.2600 181'-5'/. 0.065268 11.842 E(9'-5),2T(20'-2), BV(13'-5%) 8 15'-0 4 (See 17'-3 120 34.680 Notes) 42'-1+/z 5.202 100 3'-0 272.50 4.2600 59'-4+/ 0.017736 1.053 2E(13'-2), BV(15'-9+/) 100 T-0 4 (See 6'-0 120 40.936 Notes) 13,-2 9 3'-0 272.50 4.2600 19'-2 0.017736 10.340 BFP(-10.000), E(13'-2) 9 T-0 6 (See 108'-0 140 51.276 Notes) 140'-3 3.468 n,o -5'-0 272.50 6.2800 248'-3 0.002014 0.500 4E( GV'4>-8'/.),S3+/) (A� ®M.E.P.CAD,Inc. j AutoSPRINK®12 02.0.47.0 1 3/3/2017 11:45:32AM Page 6 Job Name:Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total Fricion(tP� (Foot) (Q) (Foot) (Psi) to(Pt)and shown as a (Foot) negative value. 100.00 55.244 Hose Allowance At Source 10 372.50 Total(Pt) Route 1 3'-6 120 9.938 •••••Route 2•I Notes) •••• 102 12'-0 5.6 17.65 1 (See Sprinkler, 124'-0 -2.276 2 17'-3 17.65 1,0490 0.103303. EE(1'-0),T(5'-0),fd(118'-0) 127'-6 13.171 20.833 Total(Pt) Route 2 103 12'-0 5.6 16.03 1 (See 12'-6 120 8.195 •••••Route 3... •• Notes) Sprinkler, 120'-0 -2.276 11 17'-3 16.03 1.0490 132'-6 11.452 0.086428 E(2'-0),fd(118'-0) 11 17'-3 16.36+ 16.44 1% (See 8'-4 120 17.371 Notes) 6'-0 Flow(q)from Route 5 and 7 12 17'-3 48.83 1.3800 14,-4 0.178481 2.558 T(6'-0) 12 17'-3 17.38 1'/ (See 1'-0 120 19.929 Notes) 8'-0 0.434 Flow(q)from Route 11 4 16-3 66.21 Ti .6100 91 -0 0.147957 1332 PO(8'-o) 21.694 Total(Pt) Route 3 Route4•• 13'-3 120 8.208 ••••• ••• 104 12'-0 5.6 16.04 1 (See S nnkler, Notes) 120'-0 -2.276 p 13 17'-3 16.04 1.0490 133-3 11.533 0.086554 E(2'-0),fd(118'-0) 13 17'-3 16.37+ 16.51 1'/. (See 8'-4 120 17.465 Notes) Flow(q)from Route 6 and 8 14 17'-3 48.93 1.3800 14,E 0.179105 2.567 T(6-0) 14 17'-3 17.46 1'/ (See 1'-0 120 20.032 Notes) Flow(q)from Route 13 8'-0 0.434 5 16-3 66.38 1.6100 91 -0 0.148672 1338 PO(8'-0) 21.804 Total(Pt) Route 4 534 •••••Routes••••• 105 10'-0 5.6 16.36 1 (See 8'-6 120 8. Sprinkler, Notes) 125'-0 -3.143 P 11 1T-3 16.36 1.0490 0.089733 E(2'-0),C(5'-0),fd(118'-0) 133'-6 11.979 17.371 Total(Pt) Route 5 Q�,®M.E.P.CAD,Inc. AutoSPRINK®12 02.0.47.0 1 3/3/2017 11:45:32AM Page 7 Job Name: Anthony Vince Nail Salon Remote Area Number. 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent g Fittin Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) (Q) Actual ID Length Total Friction(Pf)(Psi) to( and shown as a (Foot) (Foot) negative value. 9'-3 120 8.546 •••••Route6••••• 106 10'-0 5.6 16.37 1 Notes Sprinkler, 125'-0 -3.143 13 17'-3 16.37 1.0490 134,-3 0.089948 12.062 E(2-0), C(5'-0),fd(118'-0) 17.465 Total(Pt) Route 6 6'-3 120 8.623 •••••Route7••see 107 10'-0 5.6 16.44 1 (See Sprinkler, Notes) 125'-0 -3.143 11 17'-3 16.44 1.0490 0.090595 E(2'-0), C(5'-0),fd(118'-0) 131'-3 11.891 17.371 Total(Pt) Route 7 108 10'-0 5.6 16.51 1 (See 5'-6 120 8.695 •••••Route 8••••• Notes) Sprinkler, 125'-0 -3.143 13 17'-3 16.51 1.0490 130'-6 11.914 0.091292 E(2'-0),C(5'-0),fd(118'-0) 17.465 Total(Pt) Route 8 109 12'-0 5.6 16.83 1 (See 14'-6 120 9.030 •••••Route 9••••• Notes) Sprinkler, 120'-0 -2.276 15 17'-3 16.83 1.0490 0.094541 E(2'-0),fd(118'-0) 134'-6 12.716 15 17'-3 17.31 1'/. (See 8'-4 120 19.469 Notes) Flow(q)from Route 10 16 17'-3 34.14 1.3800 14,E 0.092046 1.319 T(6-0) 16 17'-3 17.73 1'/z (See 1'-0 120 20.789 Notes) 8'-0 0.434 Flow(q)from Route 15 6 16-3 51.87 1.6100 91-0 0.094179 0.848 PO(8'-0) 22.070 Total(Pt) Route 9 110 10'-0 5.6 17.31 1 (See 6'-0 120 9.558 •••••Route 10••••• Notes) 125'-0 -3.143 Sprinkler, 15 1T-3 17.31 1.0490 0.099652 E(2'-0),T(5'-0),fd(118'-0) 131'-0 13.054 19.469 Total(Pt) Route 10 111 10'-0 5.6 17.38 1 (See T-0 120 9.628 •••••Route ll ••••• Sprinkler, Notes) 12T-0 -3.143 12 17'-3 17.38 1.0490 134,-0 0.100325 13.444 2E(2'-0),T(5'-0),fd(118'-0) 19.929 Total(Pt) Route 11 112 10'-0 5.6 17.45 1 (See 10'-0 120 9.712 •••••Route 12••••• , Notes 122'-0 -3.143 '17 17'-3 17.45 1.0490 132'-0 13.349 0.101130 2E(T-0),fd(118'-0) (1,�,C M.E.P.CAD,Inc. t1l AutoSPRINK®12 v12.0.47.0 1 3/32017 11:45:32AM Page 8' Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total rcton (Foot) (0) (Foot) Fii PQ (psi) ( to(Pf)and shown as a (Foot) negative value. 17 17'-3 17.58 1'/. (See 6-3 120 19.918 Notes) 7'-5'/. Flow(q)from Route 14 18 17'-3 35.03 1.4420 - 0.077937 T(7'-5'/.) 13'-8/. 1.066 18 1 T-3 17.85 1'/ (See 1'-0 120 20.984 Notes) 8'-0 0.434 Flow(q)from Route 16 7 16-3 52.88 1.6100 9,-0 0.097612 0.879 PO(8'-0) 22.296 Total(Pt) Route 12 Route13•••-• 6'-0 120 9.718 ••••• 113 10'-0 5.6 17.46 1 (See S nnkler, Notes) 127'-0 -3.143 p 14 17'-3 17.46 1.0490 133'-0 13.458 0.101186 2E(2'-0),T(5'-0),fd(118'-0) 20.032 Total(Pt) Route 13 114 10'-0 5.6 17.58 1 (See 3'-10 120 9.855 •....Route 14..... Notes) Sprinkler, 125'-0 -3.143 17 17'-3 17.58 1.0490 128'-10 13.206 0.102506 E(2'-0),T(5'-0),fd(118'-0) 19.918 Total(Pt) Route 14 115 10'-0 5.6 17.73 1 (See 6'-8 120 10.019 •••••Route 15... •• Notes) Sprinkler, 127'-0 -3.143 16 17'-3 17.73 1.0490 133'-8 13.913 0.104086 2E(2'-0),T(5'-0),fd(118'-0) 20.789 Total(Pt) Route 15 116 10'-0 5.6 17.85 1 (See 6-6 120 10.159 •••••Rouge 16••-•• Notes) Sprinkler, 12T-0 -3.143 18 17'-3 17.85 1.0490 132'-6 13.969 0.105425 2E(2'-0),T(5'-0),fd(118'-0) 20.984 Total(Pt) Route 16 (! 0 M.E.P.CAD,Inc. AutoSPRINK®12 02.0.47.0 1 3/3/2017 11:45:32AM Page 9 Job Name:Anthony Vince Nail Salon Remote Area Number. 1 Date: 3/3/2017 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multipfier, Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) =Factor Muftiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 11% Elbow Ee2 22'/z Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90°FireLock M Elbow fEE 45' FireLock M Elbow fig Flange FN Floating Node fT FireLock M Tee Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Sup I sCV Swing Check Valve S r Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve z Ca [l ,0 M.E.P.CAD,Inc. AutoSPRINKO 12 v12.0.47.0 1 3/3/2017 11:45:32AM Page 10 • Hydraulic Calculations for Project Name:Anthony Vince Nail Salon Location: 100 Hemlock Avenue, South Windsor, CT 06074 Drawing Name: VINCE ANTHONY HYDRAULIC FILE Calculation Date: 3/3/2017 Design Remote Area Number: 1 Remote Area Location: Nail Room 102 Occupancy Classification: Light Hazard NA Density: 0.100gpm/ft2 Area of Application: 950.00ft2(Actual 1163.91ft2) Coverage per Sprinkler. 175.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 16 Type of System: Wet Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 10 Type: Allowance at Source Total Water Required (including Hose Streams where applic able): From Water Supply at Node 10: 372.50 @ 55.244 Water Supply Information: for Node: 10 Date: Location: Static: 90 psi Residual: 72 psi Flow: 1463 gpm Source: 12" Municipal Main Name of Contractor: AL Fire Protection, LLC Address: 45 Cherry Street, East Hartford CT 06108 Phone Number. (860)291-8840 Name of designer. PSM A Authority Having Jurisdiction: Town of South Windsor Notes: Automatic peaking results Left: N/A Right: N/A EQ M.E.P.CAD, Inc. flAutoSPRINK012 02.0.47.0 1 3/3/201711:45:23AM Page 1 Hydraulic Graph Job Name: Anthony Vince Nail Salon N 1.85 Remote Area Number: 1 Date: 3/3/2017 100 Water Supply Summary Sheet 90 Static Pressure 90.000 Node: 10 I I 372.50 88.567 80 1463.00 @ 72.000 70 60 _ 272.50 55.244 372.50 with Hose Allowance at Source 50 a` 40 ystem demand curve 30 20 10 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow-gpm &C M.E.P.CAD, Inc. -0 AutoSPRINK®12 v12.0.47.0 3/3/2017 11:45:25AM Paqe 2 is ISummary Of Outflowing Devices Job Number:1 Report Description:Light Hazard(1) Actual Flow Minimum Flow K-Factor Pressure Coverage Device I m I m I K (psi) Foot U Sprinkler 101 17.50 17.50 5.6 9.766 175.00ft2 Sprinkler 102 17.65 17.50 5.6 9.938 175.00ft2 Sprinkler 103 16.03 8.00 5.6 8.195 80.00ft2 Sprinkler 104 16.04 8.00 5.6 8.208 80.00ft2 Sprinkler 105 16.36 7.50 5.6 8.534 75.00ft2 Sprinkler 106 16.37 7.50 5.6 1 8.546 75.00ft= Sprinkler 107 16.44 7.50 5.6 8.623 75.O0ft2 Sprinkler 108 1 16.51 7.50 5.6 8.695 75.00ft2 Sprinkler 109 1 16.83 8.00 5.6 9.030 80.00ft S rinkler 110 17.31 7.50 5.6 9.558 75.00ft2 Sprinkler 111 17.38 7.50 5.6 9.628 75.00ft2 Sprinkler 112 17.45 7.50 5.6 9.712 75.00ft2 Sprinkler 113 17.46 7.50 5.6 1 9.718 75.DOft2 Sprinkler 114 17.58 7.50 5.6 1 9.855 75.00ft2 Sprinkler 115 17.73 7.50 5.6 10.019 75.00ft2 Sprinkler 116 17.85 7.50 5.6 10.159 75.00ft2 c> Most Demanding Sprinkler Data �,0 M.E.P.CAD,Inc. jfl AutoSPRINK®12 02.0.47.0 3/3/2017 11:45:27AM Page 3 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) (gpm) (psi) (gpm) (psi) 10 Water Supply 90.000 72.000 1463.00 88.567 372.50 55.244 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 10 -5'-0 Supply 55.244 272.50 101 12'-0 Sprinkler 9.766 17.50 Coverage: 175.00ft 102 12'-0 Sprinkler 9.938 17.65 Coverage: 175.01Oft2 103 12'-0 Sprinkler 8.195 16.03 Coverage: 80.O0ft2 104 12'-0 Sprinkler 8.208 16.04 Coverage:80.00ft2 105 10'-0 Sprinkler 8.534 16.36 Coverage:75.O0ft2 106 10'-0 Sprinkler 8.546 16.37 Coverage:75.00ft2 107 10'-0 Sprinkler 8.623 16.44 Coverage:75.O0ft2 108 10'-0 Sprinkler 8.695 16.51 Coverage:75.00ft2 109 12'-0 Sprinkler 9.030 16.83 Coverage:80.00ft2 110 10'-0 Sprinkler 9.558 17.31 Coverage:MOW 111 10'-0 Sprinkler 9.628 17.38 Coverage:MOM 112 10'-0 Sprinkler 9.712 17.45 Coverage:75.00ft2 113 10'-0 Sprinkler 9.718 17.46 Coverage:MOM 114 10'-0 Sprinkler 9.855 17.58 Coverage:? OM' 115 10'-0 Sprinkler 10.019 17.73 Coverage:MOM 116 10'-0 Sprinkler 10.159 17.85 Coverage:75.O0ft2 1 17'-3 20.450 2 17'-3 20.833 &C M.E.P.CAD, Inc. dAutoSPRINKO 12 02.0.4 3132017 11:45:29AM Paqe 4 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (Psi) (gpm) 3 16-3 21.679 4 16-3 21.694 5 16-3 21.804 6 16-3 22.070 7 16-3 22.296 8 15'-0 34.680 9 3'-0 51.276 11 17'-3 17.371 12 17'-3 19.929 13 17'-3 17.465 14 17'-3 20.032 15 17'-3 19.469 16 17'-3 20.789 17 17'-3 19.918 18 17'-3 20.984 100 3'-0 40.936 &C M.E.P.CAD, Inc. d AutoSPRINK®12 v12.0.4 3/3/2017 11:45:29AM Paqe 5 Job Name: Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Length C Factor Notes Node 1 K-Factor this ste Fittings 8 Total(Pt) (Foot) p ominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. •••••Route I see- - 4'-6 120 9.766 101 12'-0 5.6 17.50 1 (See S nnkler, Notes) 123'-0 -2.276 P 1 17'-3 17.50 1.0490 127'-6 0.101648 12 960 T(5'-0),fd(118'-0) 1 17'-3 11/ (See 8'-4 120 20.450 Notes) 6'-0 2 17'-3 17.50 1.3800 14,-4 0.026734 0.383 T(6'-0) 2 17'-3 17.65 11/ (See 1'-0 120 20.833 Notes) Flow(q)from Route 2 8'-0 0.434 3 16'-3 35.15 1.6100 91-0 0.045862 0.413 T(8'-0) 3 16'-3 3 10'-0 120 21.679 4 16'-3 35.15 3.2600 0.001477 10'-0 0.015 4 16-3 66.21 3 10'-6 120 21.694 Flow(q)from Route 3 5 16'-3 101.36 3.2600 0.010476 10'-6 0.110 5 16-3 66.38 3 10'-0 120 21.804 Flow(q)from Route 4 6 16-3 167.75 3.2600 0.026601 10'-0 0.266 6 16-3 51.87 3 5'-2 120 22.070 Flow(q)from Route 9 7 16-3 219.62 3.2600 0.043789 5'-2 0.226 7 16'-3 52.88 3 (See 61'-10 120 22.296 Notes) Flow(q)from Route 12 119'-7% 0.542 8 15'-0 272.50 3.2600 , 0.065268 E(9'-5),2T(20'-2), BV(1 T-5'/.) 181'-5/. 11.842 8 15'-0 4 (See 17'-3 120 34.680 Notes) 42'-1Y 5.202 100 T-0 272.50 4.2600 0.017736 2E(13'-2),BV(15'-9'/) 59'-4'/2 1.053 100 3'-0 4 (See 6'-0 120 40.936 Notes) 13,-2 9 3'-0 272.50 4.2600 19,-2 0.017736 10.340 BFP(-10.000),E(13'-2) 9 3'-0 6 (See 1081-0 140 51.276 Notes) 140'-3 3.468 10 -5'-0 272.50 6.2800 248-3 0.002014 0.500 4E(22'-0'/.),T(47-3'/.), GV(4'-8/.),S �,,0 M.E.P.CAD,Inc. :a AutoSPRINK®12 02.0.47.0 1 3C3/2017 11:45:32AM Page 6 Job Name:Anthony Vince Nail Salon Remote Area Number. 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) (Q) Actual ID Length Total (psi) Friction(Pf) to(Pf)and shown as a (Foot) (Foot) negative value. E372 .00 55.244 Hose Allowance At Source 10 .5 Total(Pt) Route 1 *-see 3'-6 120 9.938 •••• 102 12'-0 5.6 17.65 1 (See Sprinkler, Notes 124'-0 -2.276 Sp. 2 1T-3 17.65 1.0490 12T-6 13.171 0.103303 EE(1'-0),T(5'-0),fd(118'-0) 20.833 Total(Pt) Route 2 103 12'-0 5.6 16.03 1 (See 12'-6 120 8.195 .....Route 3••••• Notes) Sprinkler, 120'-0 -2.276 11 17'-3 16.03 1.0490 132'-6 11.452 0.086428 E(2'-0),fd(118'-0) 11 17'-3 16.36+ 16.44 1'/. (See 8'-4 120 17.371 Notes) Flow(q)from Route 5 and 7 12 17'-3 48.83 1.3800 14 0.178481 2.558 T(6-0) 12 17'-3 17.38 1'/2 (See 1'-0 120 19.929 Notes) 8'-0 0.434 Flow(q)from Route 11 4 16-3 66.21 1.6100 91-0 0.147957 1332 PO(8'-0) 21.694 Total(Pt) Route 3 104 12'-0 5.6 16.04 1 (See 13'-3 120 8.208 •••••Route 4••••• Notes) Sprinkler, 120'-0 -2.276 13 17'-3 16.04 1.0490 0.086554 E(2'-0),fd(118'-0) 133'-3 11.533 13 17'-3 16.37+ 16.51 1'/. (See 8'-4 120 17.465 Notes) Flow(q)from Route 6 and 8 14 17'-3 48.93 1.3800 14,E 0.179105 2.567 T(6-0) 14 17'-3 17.46 1'/ (See 1'-0 120 20.032 Notes) 8'-0 0.434 Flow(q)from Route 13 5 16-3 66.38 1.6100 91 -0 0.148672 1338 PO(8'-0) 21.804 Total(Pt) Route 4 •••••Route5••••• 8'-6 120 8.534 105 10'-0 5.6 16.36 1 (See Sprinkler, Notes 125'-0 -3.143 Sp. 11 1T-3 16.36 1.0490 0.089733 E(2'-0),C(5'-0),fd(118'-0) 133'-6 11.979 17.371 Total(Pt) Route 5 j,,0 M.E.P.CAD,Inc. 411 AutoSPRINK®12 02.0.47.0 1 3132017 11:45:32AM Page 7 Job Name:Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 Pipe Information Elev 1 Flow added Fittings 8. Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (psi)�) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 106 10'-0 5.6 16.37 1 (See 9'-3 120 8.546 •••••Route 6••••• Sprinkler, Notes) 125'-0 -3.143 p 13 17'-3 16.37 1.0490 134-3 0.089848 12.062 E(2'-0), C(5'-0),fd(118'-0) 17.465 Total(Pt) Route 6 107 10'-0 5.6 16.44 1 (See 6-3 120 8.623 •••••Route 7••••• Notes) Sprinkler, 125'-0 -3.143 11 17'-3 16.44 1.0490 0.090595 E(2'-0),C(5'-0),fd(118'-0) 131'-3 11.891 17.371 Total(Pt) Route 7 108 10'-0 5.6 16.51 1 (See 6-6 120 8.695 •••••Route 8••••• Notes) Sprinkler, 125'-0 -3.143 13 17'-3 16.51 1.0490 0.091292 E(2'-0), C(5'-0),fd(118'-0) 130'-6 11.914 17.465 Total(Pt) Route 8 109 12'-0 5.6 16.83 1 (See 14'-6 120 9.030 ••...Route 9••••• Notes) Sprinkler, 120'-0 -2.276 15 17'-3 16.83 1.0490 134'-6 12.716 0.094541 E(2'-0),fd(118'-0) 15 17'-3 17.31 1% See 8'-4 120 19.469 Notes) Flow(q)from Route 10 16 17'-3 34.14 1.3800 14,E 0.092046 1319 T(6'-0) 16 17'-3 17.73 11/ (See 1'-0 120 20.789 Notes) 8'-0 0.434 Flow(q)from Route 15 6 16'-3 51.87 1.6100 0.094179 PO(8'-0) 9'-0 0.848 22.070 Total(Pt) Route 9 Route10••• 6'-0 120 9.558 ••••• •• 110 10'-0 5.6 17.31 1 (See Sprinkler, Notes) 125'-0 -3.143 p 15 1T-3 17.31 1.0490 131'-0 0.099652 13.054 E(2'-0),T(5'-0),fd(118'-0) 19.469 Total(Pt) Route 10 •••Routell ••••• T-0 120 9.628 •• 111 10'-0 5.6 17.38 1 (See S nnkler, Notes) 12T-0 -3.143 P 12 1 T-3 17.38 1.0490 1 34,-0 0.100325 13 444 2E(2'-0),T(5'-0),fd(118'-0) 19.929 Total(Pt) Route 11 112 10'-0 5.6 17.45 1 (See 10'-0 120 9.712 •••••Route12••••• Notes) Sprinkler, 122'-0 -3.143 17 1T-3 17.45 1.0490 132'-0 13.349 0.101130 2E(2'-0),fd(118'-0) 0 M.E.P.CAD,Inc. 41y AutoSPRINK®12 02.0.47.0 1 3/32017 11:45:32AM Page 8' Job Name: Anthony Vince Nail Salon Remote'Area Number: 1 Date: 3/3/2017 • Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step ominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Leng(Foot) Total Friction(Pf) (Foot) (Q) ( 1 (Foot) (psi) to(Pfl aand tiveh awn as a 17 17'-3 17.58 1% (See 6-3 120 19.918 Notes) 7'-5Y. Flow(q)from Route 14 18 17'-3 35.03 1.4420 - 0.077937 T(7'-5%) 13'-8/ 1.066 18 17'-3 17.85 1'/z (See 1'-0 120 20.984 Notes) 8'-0 0.434 Flow(q)from Route 16 7 16'-3 52.88 1.6100 91-0 0.097612 0.879 PO(8'-0) 22.296 Total(Pt) Route 12 113 10'-0 5.6 17.46 1 Notes) 12T-0 120 -3.143 •••••Sprinkler, 133'-0 13.458 ••••• 14 17'-3 17.46 1.0490 0.101186 2E(2'-0),T(5'-0),fd(118'-0) 20.032 Total(Pt) Route 13 114 10'-0 5.6 17.58 1 (See 3'-10 120 9.855 •••••Route Notes) 14••••- Sprinkler, 125'-0 -3.143 17 17'-3 17.58 1.0490 0.102506 128'-10 13.206 E(2'-0),T(5'-0),fd(118'-0) 19.918 Total(Pt) Route 14 115 10'-0 5.6 17.73 1 (See 6-8 120 10.019 •....Route 15.... • Notes) 133'-8 13.913 Sprinkler, III 127'-0 -3.143 16 17'-3 17.73 1.0490 0.104086 2E(2'-0),T(5'-0),fd(118'-0) 20.789 Total(Pt) Route 15 116 10'-0 5.6 17.85 1 (See 6-6 120 10.159 •••••Route 16••••- Notes) Sprinkler, 127'-0 -3.143 18 17'-3 17.85 1.0490 0.105425 2E(2'-0),T(5'-0),fd(118'-0) 132'-6 13.969 20.984 Total(Pt) Route 16 �,®M.E.P.CAD,Inc. 13 AutoSPRINKO 12 02.0.47.0 1 3/3/2017 11:45:32AM Page 9 Job Name:Anthony Vince Nail Salon Remote Area Number: 1 Date: 3/3/2017 1'qurvalent Pipe Lengths of Valves and Fittings(C=120 only) c Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) =Factor MuRiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve An V An le Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Cou lin Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90°Elbow EE 45°Elbow Eel 11'/.° Elbow Ee2 22'/z°Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90°FireLock M Elbow fEE 45° FireLock M Elbow fig Flange FN Floating Node fT FireLock M Tee Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve S r Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve z Ca (hj C M.E.P.CAD,Inc. 411 AutoSPRINKO 12 02.0.47.0 1 3/3/2017 11:45:32AM Page 10 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# 11 O v IIIe BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Bui ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: �(30 1 Z0 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 q Ivy;I S or any fraction thereof Tenant Designation Apt.No. APPLICANT MCCj4AN;44t- APPLICANT ADDRESS p 6 _ &o j 340(,83 HRr. f(V rGt Ct 0(, 13 4 APPLICANT PHONE# O 6 0• -1.2 y. 9 g3 r SOW N S N OWNER w.11-wc 2Et0; C OWNER ADDRESS SO �D✓San OAt�l, �LJD S✓��E �20+ OWNER PHONE C -D ESTIMATED COST$ S S DO . +• •f; IS THIS ACONTRACT COST? —Yes _No !� g �CJ FEE ENCLOSED$ 1d 40 S - o TYPE OF JOB: -*H0 2-7R C _NN Installation ✓Alteration/Addition/Re air -- P ® 17b®�31 Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑ SIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO BUSINESS CURRENT USE AND OCCUPANCY kf;+c. ❑ASSEMBLY❑MERCANTILE FUTURE USE AND OCCUPANCY /�Tti� ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE 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 ❑YES ❑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 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM TTM WORK DESCRIBED AND ITTT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. Qao 35G 1 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE -�/30/270a DEPARTII M DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 17 b 0 U 4 a- APPR 1540 SULLIVAN AVENUE -2511 EXT. Bldg.Permit# s. ►" VE 644 230 17bbO2lo (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE lion of b: Iod 1 VC $0-$1,000=$15.00 Street No. Street - Lot No. Over$1,000- V1 I $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS (.J Z, l4 )7 1 3 S li!/ APPLICANT PHONE# 10, OMI N St < OWNER q OWNER ADDRESS Y 7U0 C 1- 0 OWNER PHONE / C ESTIMATED COST $ -5 IS THIS A CONTRACT COST? ��YES NO � � FEE ENCLOSED$ '��1�v TYPE OF JOB: l� `S0R•CD XNew Installation Alteration/Addition Repair _,20 Jac; /Ito 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? ❑ YES ❑ NO �USINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE 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 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 ic) 67 l 4 ,t-7J 4-AirL 4 /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. ,',/ o�jr s- 7 V 3 CONTRACTORS LICENSE NO. TYPE STA SIGNATURE OF APPLICANT DATE 7 / � APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP O 1540 SULLIVAN AVENUE ��D �r�?a�- Bldg. 644-2511 ext. 230 i p rJ a 'ie Date Building Inspector Z Application must be printed or typed FEE SCHEDULE F�St4eetNo. U H c.rv�k o C �} Location of Job: $041,000=$15.00 _ Over$1,000= Street Lot No. $15.00 per$1,000 y,j,7- /Z(3 or any fraction thereof Tenant Designation Apt.No. APPLICANT CZW)C/6-C 4� 05,A.&C, V^j°.-kC_. APPLICANT ADDRESS /80 0'r-W" 6 ,b& b'Gas�ti-J�✓iy � cv. 0 4� 33 APPLICANT'S PHONE# 864 - Y30 --S-sag Ow N S£ OWNER C✓le,2 j r-44* V (.i✓Ad�lc_- 44 A::;e S Le C2nl4-e-,r- '� OWNER ADDRESS 2!o J D 7WCUS Tw• 38/18 Cn OWNER PHONE ESTIMATED COSTS Ij a U IS THIS A CONTRACT COST? Yes ✓No FEE ENCLOSED$ / • O r ° TYPE OF JOB: SOR•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? O YES ❑ NO EVESIDENTIAL CURRENT USE AND OCCUPANCY a BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD. SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Tn!S�4 Gc �► ,-�V�1 tJ� �^'t Pr'� Ale Cl y / b c/i l S THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK /Z36l9 y CONTRACTORS LICENSE NO / TYPE STATE SIGNATURE OF APPLICANT - - DATE 2-7� APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1�7 0 0 p�7 APPRO E 1540 SULLIVAN AVENUE - Bldg.Permit# - •I �,- 644-2511.ext. 230 (70 b l Date Building Inspector --- Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 /o� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 LTenant Th c rn� )�n c I � or any fraction thereof Desgnation Apt.No. APPLICANT APPLICANT ADDRESS 16Y4 G'a rnm r c S c r- c-603 3 - APPLICANT'S PHONE# D OWNER �..f' O W N St OWNER ADDRESS 2 6 j�i ou✓R r� 6/�KS3/SU - r n,4�1, i S 7� cll1 O F OWNER PHONE C ESTIMATED COST "1 U IS THIS A CONTRACT COST? ' Yes No - FEE ENCLOSED$ o c TYPE OF JOB: �1�/0/ dSOR•co ✓New Installation Alteration/Addition/Repair - Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY Ef-BUSINESS ❑ ASSEMBLY FUSE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME ICES- �r►4Wi h'�j 1 b►'I )44 PHONE. ❑ FACTORY ❑. STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other pkw 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? 0 YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWTTCBES. NUMBER OF OUTLETS NUMBER OF`LIGHT FIX'TTURES NUMBER OF HEAT CIRCUITS NUMBER'OF A/C CIRCUITS SEPARATE HEAT LOSS AND AIC CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 4 8 v ZDE 0 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 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE ` GJ 2 0 7 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Pas Est.Cost: — Date: Permit Fee:$ 1 o D e' Final I : Sign Permit# O U b�`f Building Electrical Pem>it# Zoning '— ,'J u qx Applicant: r c In , l-u.yV1- Business Mane: LW!*Vlyj- G A Applicant Address: fjAhala 61'a I.1,tM -RmLU L A Phone: n*0-4zg�pI 41�f �2d i C Address of Proposed Sgn(s):�k-��11. W �J( 4 a[� Zone: � .D TYPE of SIGN: �3 Wall or❑Free-standing R New or❑Replacement Murninated?❑No J@ Yes(electrical permit required) Proposed Free-standing Sign: Size(sq fQ: Sign Height: Sq Ft of Existing signs on se:Fes:_Wall: Proposed Building up: Binding Frontage(ft): 58' Sign Size(sq ft): 5a•8 sck FT �6 Description of so materials and lighting: Awm Nv,^ " A<wei rG ATTACH L e) DIAGRAM of SON I have read,understand and agree to abide by the South Windsor Zoning Regulations,Signs. INCLUDOG DIMENSIONS l� AND MAP WITH Applicant Date: SIGN LOCATION C' / ON PROPERTY Property Owner: Date: - --------------------------------------------------------------....7 0 o i 3 g- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval:�� I t)b &ki4e 120 Est.Cost: $ 7 too, Date: Permit Fee:$ I a .o o � Final inspections: Sign Permit# PtkD p 65 Approved: Building Electric Permit# 1 Zoning Applicant: M tu4ojc c- Business Name: / ,WVV r V nKe Applicant Address 1W C er Lrl,+a! NoWmc-e- Off u Phone: ?30-,29'5-40-7 Address of Proposed Sgn(s):�10ZRc�J"Lk- (51 >UU Zone: (9 L) TYPE of SIGN: ®Wall or❑Free-standing ®New or❑Replacement Illuminated?[]No ®Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height Sq Ft of Existing signs on site:Free-standing:_Wail: Proposed Building Sign: Budding Frontage(ft): Sign Size(sq ft): !f' s a Pr- Description of sign materials and fighting: 4 ATTACH DIAGRAM OF I have read,understvW SIGN INCLUDING � agree to amide by the South Windsor Regulations,Signs. DIMENSIONS ANa MAP WITH SKIN Applicant: Date: LOCATION ON PROPERTY Property Owner. Date: I .r.�lGfldr�r 390.9 in Iru�rrl..l 0 1 Il.+4sf�swl�e — 219.1 in 1?4.4 ir, ///�)7+ ' AYr,ll.d.471.. , �� ' MEMOIANI}!O®'... ��.d h"s StGs e ANTHONY VINO NAIL SPA OFace Illuminated Channel Letters,(52.80 SF) 1 r,."hcw."ab.afo".1tl swaw"ry w.rws ar r.u.aer.w t.w... ••°• .� � ,:'le;';'z[.•Wpf'1 : Md�E-C.rr.rbrwM�regy.wr�q"s...Yr r�/rwba _,-�y w I i���•�� I rr c.r.ar tr..rr �� IZi11'ZOIb 46.• © "'r` 11212812016,2 i. ®Ol/17,11017r5 'ram...—f .—_.s.....,...» T BYO O L 1411/410 Awnings-Non-Illuminated "onarrr.r.r r.."r r.w.rw ro.rrrrs T I� AWNING SIDE VIEW SECTION YETI�I1. t" ' lE1SI D AM �- 58'-0" _ 431. 4roed T home Moll: _'R 1i"NOW kit AMMONY VINCE' NAIL SPA' • I rw a� • • • • IA,°a" 64L Kn d d Wed. We yam_ ►ridtelrir'�te Alel� Dea"Vant OL IY `� � YiE Aay hia� MIN W-O"CLEARANCE MIN W-O'CIEARANCE Aldw&( w Mw f�pe*ieyilele ho*Aww. $031 R" L-16,0 40210 II%R bIP14 5G2.SYl.Sl07 ram,.� fa Ni.btl.iMt WI ShovtlmeS�OnC m ' 1 7E :43.04K i pe YRo leaf ofIYI fredo¢. 192 t i 2 v f44in —rt 16 inNp*W Sip* ° a --ANTHONY VINCE' NAIL SPA �,�®CE �R� e�01 _rM11T Face Nktminated Channel Lettem,143.03 SF) AWNING list YIeW FRONTt CHANNEL LETTER' SECTION OET Il .. ..a.�....M.<..�...� .....«. SECTION Parade I r n.<r.�..m• RnYw .Y M YNCu.•••Na F" -e91r TN.'.N • nW•MI O.1 fRrf caac / t L—4f 4- 46..© � :;D CuNo.Rr_ REDIBIaCR�• .�i ww.C.mYeWa /i CR 466 14S IS1 rwY WrM �� 46 ao. .`r�r'e ow I sr uwsrr Q11i2812016 r2 OI r-a..a+r w � Wee l-6'CLEARANCE� � r•Rra R.sY.. r r owl— wawa .W YY�YwR- 148ai W�p.Ia RM.a--J � �vr.+fwMr 1 ,EN A4wYSGallowireri�Yed 77 hose Oeborl; LEASED AREA �'be 58 -0 ' EnkOpm fimth hnrcd ed ponied. anij Bela►: &and Spec.k bre16 bmi*Awme. AMMONY VINCE' NAIL SPA (ok;j BUr9M6 16031 Appto,etd As Is W"f 907 inm: �!Y flpl Needed � © O Burgundy -aR'rIl1M4 ign re dTYPICAL INSTALL SPECS Dale r e MIN W-0"CLEARANCE. /~ s.RRi.,rr 40no .,ra: tNl:.tlzsleT — � ti avrrsr ssD.,�esga,com�� �urY[ta[W.�.r�rbw.rru.ar+wo-i�.r.W w�� RE: Location https:/loutlook.live.00m/owalprojection.aspx 1 Download Show email I of 1 1/31/2017 12:31 PM ` NO SPRINKLER REQUIRED PER Tap Beam C-Clamp Sammy XP-20 SECTION 8.6.7.2 NFPA 1312/11/1 rj 1 I 2 J with Retaining Strap (Joist) I � i 1 Retaining-, -- Top Beam � n ��.. � I C r''ti1 D C �'1 C lAllr"1 Q LC I `� Concrete Deck Threaded Thread jPipe Bar Joist =� Rod = CST-20 7771 Swivel Ring` Pipe Swivel Ring _I A NAIL AREA - IL ROOM 101 12'-0"CH �--� • OUT OUT 1 OUT use 1 �4 2 oU TOP BEAM HANGER ASSEMBLY ROOF DECK ANCHOR ASSEMBLY — ,� 1- i— 1_2 J _ ��_0 OUT r ECE TI 3 ,} 102 O O py Q 00 1 / o�O 17"-3"CL 0 C / 101 NAIL AREA THREADED FITTING ROOM 102 BRANCH LINE i 'Q `° l' 12 0"CH co FLEXIBLE FITTING ,1 �- � Q �/ 12 I ;� ADJUSTIBLE BRACKET OUT OUT 1 Y4 U T I— 1 /4 ��Q OUT HYDRAULIC CALCULATION INFORMATION ® f'�1_f'� 61-1 O I �'-� I U1 8'- REMOTE AREA 1:NAIL ROOM 102 ennAn�nJ�n��J ( 1 1! 1 ( 11 I ( 1 (_1 I v 4 a r� ( ' LIGHT HAZARD 0.PER GPA13201 FOR 950 FT^2 _ � DESIGN AREA REDUCTION PER(NFPA 13 2010)SECTION 11.2.3.2.3.1 CONCEALED SPRINKLER CONCEALED SPRINKLER I 12'4'CHV I ?`� `'� �'� UO3U 1�� >`-'� v �'� ��' I v 1 SYSTEM DEMAND:372.50 GPM @ 55.244 PSI 010 107 ' 111 AVAILABLE SUPPLY:88.567 PSI @ 372.60 GPM TOTAL COMBINED HOSE ALLOWANCE:100 GPM AREA OF COVERAGE PER SPRINKLER:175 FT12 O PEDICURE A1 PEDICUR ' SPRINKLERS IN DESIGN AREA: 16 SPRINKLERS SPRINKLER HEAD DETAIL FLEXIBLE FITTING DETAIL ROOM104 I ROOM 10� O 10'•0"CH 10'-0"CH f ( o I 108 SPRINKLER HEAD LEGEND o T ^�+ 1 u r I 1 13 • 14'\ 14 ' • - - _ - - -L1 SYMBOL MANUFACTURER MODEL QUANTITY K-FACTOR SIZE TEMP RESPONSE FINISH 0 1 f'�i_f� _ '-1 1-� T �1ou �• VICTAULIC V3802 40 K=5.6 112" T=165 QUICK WHITE AISLE �,f �,f • 5 �. ROOM 107 10'-0"CH it"-3"CL 17"-3"CL 7 1 104 106 ) SPRINKLER PIPE LEGEND ( R 16.4 BOS —_t • • _ l v � WAX - SPRINKLER HEAD INFORMATION i' ROOM 108 � 'Q NEW SPRINKLER PIPE MAXIMUM SPACING: 15'x 15'=225FT^2 WALL: T-6 I 9'00"CH I I I EXISTNG SPRlM{LEIt PPE I MAX100 CiSTANCE FROM " AISLE ROOM 1119 I ROOM 1jJM 110 T 1 1 V �C 1 ',-` 101-0"CH 10'-0' CH • I ��1 • ��// 16 T I 1 — ou 1 f4 1 U our L 1 oU 1 Y4 11 SPRINKLER SYSTEM DESIGN INFORMATION SPRINKLER ABBREVIATION LEGEND '-1 I 1 _� I1 6 �Or OUT ccc.!!!! DENSITY AREA METHOD PER(NFPA132010)SECTION 11.2.3.2 E EXISTING SPRINKLER • j� b¢ 1� PEDICUR� LIGHT HAZARD OCCUPANCY CLASSIFICATION PER(NFPA 132010)SECTION 52 PEDICURE ROOM 113 I DESIGN DENSITY OF 0.10 GPM OVER 1500 FTA2 PER(NFPA 13 201 N NEW SPRINKLER 0)FIGURE 1i.2.3.1.1 ROOM 112 10'-0"CH 10'-0"CH �\ n12 Tl1TA1 LIl1CG CTDCARA AI 1 0161ACE OF 1�O GD6,1 DER(NFPA 13204,0)TART F�9 9 41 9 OUT EXISTING OUTLET ! LJ I nn I �/ � ■ 3 X 1'/z"MT IVInL IIV VL VInLnlvl nLLv..nvL vl (NFPA.v av rv�u.vrr...r.r...r \ f�V a/, 225 FTA2 MAXIMUM SPRINKLER PROTECTION AREA PER(NFPA 132010)TABLE 8.6.2.2.1(a) PLUG PLUGGED OUTLET WAX Q I • ! • I 1 17 1 �4 1 _!) 9 0 CHROOM 1 I 6' '� t L.7) f�A , 116 ' C I r, • M IL AREA 7 Q f ROOM 105 U 1 L) 1 /4— O v I ARCHED CEILING N APEX 12'-0"CH 2'-� '-� • !�- _ _ _ 4 HYDRANT FLOW TEST DATA - lu 1 1 O'-0 SYSTEM FEED 15'•0" STATIC:90 PSI SPRINKLER ROOM ;� 1 WOMEN$ INS TA L NEW I ROOM 117 o. RESIDUAL:72 PSI ,� °� • • �• 'K 4 9'-0"CH REPLACE 3" ELL FLOW:1463 GPM ��G - 3 EXPRESS CO ��' Q BACKFLOW PEVENTOR 4� o' STERILE SINK AREA n 4 �5� ;le Q�� ROOM 115 '� I ROOM 114 ' WITH NEW 3 TEE `� 10'•0'CH 10'-0"CH, 6"SERVICE ^s'' i��D ' I ( I iF6 10 �2j100 ' �+ R M ZO _ WORK OOM `— EXISTING4"CONTROLL FIRE DEPARTIv1ENT 15"•0"CL A Q 1EH R00119 `5 VALVE ASSEh1BLEY EXISTING 4"BACKFLOW CONNECTION 14"-3"C 10'0" H 7 JQ M MEN$ PEVENTORASSEMBLEY I '^ OUT 1 —I OUT T ROOM118 RELOCATE E ISTING I '�I •' _10 ' 8'-1-} FVV ~�-:", •� 1 � � I oRl onn 11 S _ o G 1 1 O 9'-0"CH CONTROL V LVE Cf) 1 0" H ' o • ASSEMBLY A OVE � � � tt� `�b. 4 ( y a �p'• • ABOVE GEILI G OF �,� II • I I •� (� I ■ EXTERIOR GRADE 0'-0" M M M M M M M I� I� 4"EXPRESS BREAK ROOM 121 i7 BREAK M ff 1 0 ROOM 121 LI 4 fl FP SERVICE 5'-0" L 0.0 SUPPLY SOURCE t - I HYDRAULIC CALCULATION REFERENCE DETAIL z REPLACE 3" ELL 2 DEMO EXISTING c +�� INSTALL GAP ON CONTROL VALVE INSTALL CAP ON � WITH NEW 3" TEE FXISTING 4" TFF ac"ortta1nI r-V EXISTING 3" MAIN ./A T_ SMALL ROOM RULE PER J o. 5 SECTION 8.6.3.2.4 NFPA 13(2010) `+ to I y S ! Standard Symbols Standard Symbols Standard Sprinkler Symbols Sprinkler System Notes Revisions Inspections NORTH y y p • y p y p AL FIRE PROTECTION L LC -Post Indicator Valve � -Alarm Check Valve Upright on Y:"outlet PERMIT DRAWING 03/03/2017 1. TOWN OF SOUTH WINDSOR N.R.s. 1> All materials&installations of this sprinkler system to conform to N.F.P.A.#13,#20,#22A#24 7> System to be hydrostatically tested @ 200psi for 2 hours-per N.FP.A.#13. 2 45 CHERRY STREET — �-$- -Key Operated Valve p -Thrust Block -•- -Pendent on%z"Outlet HYo Public Hydrant 1 I 2> Underground piping to be properly rodded&blocked per N.F.P.A.#24. 8> 24-hour supervision to be provided by others. 3. EAST HARTFORD, CT 06108 -Backflow Preventer {p} Upright on 1"Sprig l FDC Fire Dept.Connection Pendent below ceiling on 1"Drop 3> Earthquake bracing to be standard per N.F.P.A.#13. 9> All electrical&painting to be provided by others. 4_ -Q- - :! jr—, o.S.&Y Gate valve Upright above Pendent on 1"Drop 4> Provide spare head cabinet with a minimum of 3 of each type of sprinkler head used. 10>Existing wet system. Pipe sizing per Hydraulic Calculations 5. Jcb No. NA ANTHONY VINCE NAIL SPA Check valve Date 03/03/2017 L 2 1 0 4 8 '-`' -Sidewall on/z'outlet 5> This building to be properly protected against exposure. 11>Piping 2 1/2"&larger to be Sch.10 black steel piping with grooved couplings&fittings. 100 HEMLOCK AVENUE I II — --I New Underground — Sidewall on 1"Sprig Engr. PSM - P'9 6> Low points of system shall have provisions for proper drainage. 12>Piping 2"&smaller to be Sch.40 black steel piping with threaded ends&cast iron fittings. SOUTH WIN DSOR, CT 06074 FP,01 Graphic Scale 114"=1'-0" fQ is i l Existing Underground Scale 1/4"=1'-0" NO SPRINKLER REQUIRED PER Top Beam C-Clamp Sammy XP-20 2 SECTION 8.6.7.2 NFPA 13(2010) with Retaining Strap (Joist) RI / I etaining-,,ng� � Q Top Beam cr_na� nG 1AlP�iRK au __. Concrete Deck ♦ ♦ I . ♦ • • Threaded Thread Roder Bar Joist = Rod CST-20 • Pis Swivel Ring Pipe Swivel Ring p + � e NAIL AREA ROOM 101 _ \ ^�l I w 1 1- 12'-0"CHI/1 ( I I I ) 2 , ♦ OUT OUT �'J�4 '1� OUT 6� //% /4i/ `�/ OU TOP BEAM HANGER ASSEMBLY ROOF DECK ANCHOR ASSEMBLY .� �I_ j— �_ _ .� / �I_� OUT 1 $1 G� � 102 -_�' RECE TI 3 �� o 0 �a, 0 00 10 17"-3"CL C 101 17"- L NAIL AREA THREADED FITTING BRANCH LINE ,I ROOM 102112�1-CH Q FLEXIBLE FITTING r ff 12 Q>,� ADJUSTIBLE BRACKET OUT OUT 1 Y U /' r — r 11 /4 OUT ♦ HYDRAULIC CALCULATION INFORMATION — 1 —� ��Z 6-1 fo —0 UT r— REMOTE AREA 1:NAIL ROOM 102 y� yam( A / �'��( LIGHT HAZARD 0.100 GPM/FT^2 FOR 950 FT"2 I ROOM 103 I ( 1/ / t ) I I DESIGN AREA REDUCTION PER(NFPA 13 2010)SECTION 11.2.3.2.3.1 CONCEALED SPRINKLER CONCEALED SPRINKLER I 12'-0"CH I `� O 103 V I 1 05 1 OT ■ , SYSTEM DEMAND:372.50 GPM @ 55.244 PSI <� I ' 111 AVAILABLE SUPPLY:88.567 PSI @ 372.50 GPM TOTAL COMBINED HOSE ALLOWANCE:100 GPM O (Q AREAOF COVERAGE PER SPRINKLER:175 FT12 PEDICURE /` ' I PEDICUR -I SPRINKLERS IN DESIGN AREA:16 SPRINKLERS SPRINKLER HEAD DETAIL FLEXIBLE FITTING DETAIL I ROOM104 I I ROOM 100 0 10'-O"CH 1 10'"0"CH I • .o I 108 113 SPRINKLER HEAD LEGEND � �---ou OUT r 1 /4 ks I 1 13(� iu r Q SYMBOL MANUFACTURER MODEL QUANTITY K-FACTOR SIZE TEMP RESPONSE FINISH a�_a1_1 I �_� r �- 5 ,OU O VICTAULIC V3802 40 K=5.6 112" T=165 QUICK WHITE AISLE I ROOM 107 10'-0"CH 17"-3'CL ♦16.4 BOS '_� 104 s 106 • ' SPRINKLER PIPE LEGEND SPRINKLER HEAD INFORMATION ROOM 108 I `� I I ' • NEW SPRINKLER PIPE � �^( MAXIMUM SPACING: 15'x 15'=225FT^2 9'-O"CH lt�f EXISTING SPRINKLER PIPE MAX DISTANCE FROM WALL: 7'-6" I I AISLE JttSL 110 M FN)M 1w19 FAMU„s y� 115 ' �� T ! OU f4 u OUT OU 1 14 SPRINKLER SYSTEM DESIGN INFORMATION SPRINKLER ABBREVIATION LEGEND • 10 I- 31- _0 I 1 V' 6 �aOUT � PEDICUR DENSITY AREA METHOD PER(NFPA 132010)SECTION 11.2.3.2 E EXISTING SPRINKLER } ROOM 113 LIGHT HAZARD OCCUPANCY CLASSIFICATION PER(NFPA 132010)SECTION 52 IN NEW NEW SPRINKLER 10'-0"CH DESIGN DENSITY OF 0.10 GPM OVER 1500 FT"2 PER(NFPA 13 2010)FIGURE 11.2.3.1.1 Y`( )'�`( ROOM 112 TOTAL HOSE STREAM ALLOWACE OF 100 GPM PER(NFPA 132010)TABLE 11.2.3.1.2 OUT EXISTING OUTLET t��C) iM) 10'•0"CH 1 1 2 3 x 1'/i"MT ♦ p 0109(41) 17 � 18 '225 FT"2 MAXIMUM SPRINKLER PROTECTION AREA PER(NFPA 13 2010)TABLE 8.6.2.2.1(a) PLUG PLUGGED OUTLET WAX - • � 1 f4 116 ROOM 111 �` {� 9'-0"CH V I M ' IL AREA 1 1+ 1 ROOM 105 114 1 O, U 4 I v ARCHED CEILING ( tJi L APEX 12'•0"Czo -�T k _ _ _ ♦ � I 4- 7 �t. �t 4 HYDRANT FLOW TEST DATA SPRINKLER ROOM 1 O +f WOMENS SYSTEM FEED 15.0 STATIC:90 PSI { y- ROOM 117 • RESIDUAL:72 PSI • INSTA L NEW o., FLOW:1463 GPM �G� C _ �� • a 3" EtESS 0 t'7 _ 9 o CH REPLACE 3" ELL y,`QJ BACKFLOWPEVEt�TOR \y� I {co STERILE ' SINKAREA I ' WITH NEW 3" TEE Q 9 ROOM 115 ROOM 114 6 I ' `O JQ 's I 6"SERVICE _- 10'•0"CH j _ $ p '� . CH tY1'�T ■ 0 100 -:1 R M 20 WORK� 0M EXISTING 4"CONTROLL - -_ FIRE DEPARTMENT 10 15"-0"CL A Q J 1a' H ROOM 119 17 -t VALVE ASSEf,1BLEY EXISTING 4'BACKFLOW CONNECTION I ^ I OUT 114"-3"IC u 10'0" H DI,r MENS 1j PEVENTORASSEMBLEY _ �I ROOM 118 �f- RELOCATE E ISTING I ® </ _10 I 8'-1 FVV I •' 101-o I 0. 1 $�_ — o�ul� 9'-0"CH - "-_` r- 9 CONTROL V LVE ' M I -o" H � ' _ �j ASSEMBLY ABOVE �o. " • ABOVE GEILI�G OF �,� II I 4 I I �I ■ EXTERIOR GRADE 0'-0" BREAK ROOM 121 ( �� �� I_ I M 4"EXPRESS 6 `P BREAK 6SROOM121 FP SERVICE -5'-0' SUPPLY SOURCE HYDRAULIC CALCULATION REFERENCE DETAIL I♦ . f L �Q ►, 1 REPLACE 3" ELL 2 DEMO EXISTING INSTALL GAP ON CONTROL VALVE INSTALL CAP ON WITH NEW 3 TEE EXISTING 4" TEE ASSEMBLEY EXISTING 3" MAIN A SMALL ROOM RULE PER ' /�COM l l Y SECTUON 8.6.3.2.4 NFPA 13(2010) 5 ■ NORTH Standard Symbols Standard Symbols Standard Sprinkler Symbols Sprinkler System Notes Revisions Inspections AL FIRE PROTECTION LLC ))— -P'LV' -Post Indicator Valve Alarm Check Valve -0- Upright on%i'outlet PERMIT DRAWING 03/03/2017 1. TOWN OF SOUTH WINDSOR N.R.S. 1> All materials&installations of this sprinkler system to conform to N.F.P.A.#13,#20,#22, 7> System to be hydrostatically tested @ 200psi for 2 hours-per N.FP.A.413. 45 CHERRY STREET �--e— -Key Operated Valve C� -Thrust Block Pendent on%'Outlet 2' EAST HARTFORD, CT 061 08 }� 4YD 2> Underground piping to be properly rodded&blocked per N.F.P.A.#24. 8> 24-hour supervision to be provided by others. 3 t Public Hydrant Backflow Preventer -(0. Upright on 1"Sprig FDC Fire Dept.Connection 3> Earthquake bracing to be standard per N.F.PA #13. 9> All electrical&painting to be provided by others. 4. Pendent below ceiling on 1"Drop • 11--I O.S.&Y.Gate Valve Upright above Pendent on 1"Drop 4> Provide spare head cabinet with a minimum of 3 of each type of sprinkler head used. 10>Existing wet system.Pipe sizing per Hydraulic Calculations 5. Jcb No. NA ANTHONY VINCE NAIL SPA 10 Check Valve 4 Sidewall on VT outlet 5> This building to be properly protected against exposure. 11>Piping 2 1/2"&larger to be Sch.10 black steel piping with grooved couplings&fittings. Date 03/03/2017 100 HEMLOCK AVENUE FP,01 2 1 0 4 6 New Underground �:- Sidewall on V Sprig 6> Low points of system shall have provisions for proper drainage. 12>Piping 2"&smaller to be Sch.40 black steel piping with threaded ends&cast iron fittings. ScalEnge PSM SOUTH WI N DSOR CT 06074 + P y P P p 9 P 9 P�p� 9 9 � Graphic Scale 1f4"=1'-0" M ® M Existing Underground Scale 1/4"=1'-0" M