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200 DEMING ST THE RESIDENCE AT DEMING
1 Electric #10 APPLICATAS FOR O BUILDING PERI&T Plumbing# c� HVAC# Xn -Deming lli�e'(' Date: 2 la Sprinkl APPROVALS r# 13DOD y� 5 7 Estimated Cost $ 03 FINBuilding -/- COMPLETE RED BOXED AREAS Permit Fee $ I Z1, 517— Occupancy Fee $ to— Engineerin TYPE OR PRINT ONLY Affidavit Eng. Insp. Fee $ Appr.forCO. - - ► SIGN ON REVERSE SIDE / Total Fee $ J,pLj, S;Z TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ l to The undersigned hereby applies to do work according to the following: Applicant d I/464 Location of Work Lot No. Applicant's Address Z' &� sr. Tel # 971-S34'- to700 Town Pea k9A M Zip 019G0 Lic.#MCO.0103170 Owner L L1 v)n 1-1.6 Architect—Me, vra l A Owner's Address /00 RIVEr Q,dQe LDr. Architect's Address &" C SV14- IDS monA load M4 Zip 070G 2 ZiPA2150 Sq.Ft.New Area: 1 st FI. 22,60 S f 2nd FI.S2 6 DO 3rd Fl. 2Z 00 o Total New Area to L 1000 S IF Purpose of this permit Co•,arUG I r $O lJA/i 4SI/J /- t hl eeKNJ c/r►ut 1. Aw .f a Ord c y erg c /c City Water Well ❑ Septic System J Sewer V �01�b71p $.S'�77 Ins: HO P Cert. Area Basement Garage Approved by Date I - / Use Group Z fr/ Construction Type �l4 ,Q Pw"d 1108 1 hereby agree to conform to all Otequirements 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 thi ui nq 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 LI INSPECTION COMMENTS INSPECTION FIELD SHEET 03/03/15 Printed by Peart, Dayshell 09:47 26 INSPECTION: 58470 FOOTING PERMIT: STATUS APPLICATION: 201300710 LOC: 200 DEMING STREET SOUTH WINDSOR PROPERTY ID: 27600200 OWNER: DEMING PLAZA LLC CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT A NEW 3 STORY, 80 UNIT ASSISTED LIVING FACILITY. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 09/20/13 PRIORITY: SCHEDULED: 09/23/13 AM COMPLETED: 09/24/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS MARK @ 1-978-880-0706 W/ SUPER MARK b9-E-6 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/25/13 DOUG PASS B001 FOOTING MARK @ 1-978-880-0706 10/04/13 DOUG PASS B001 FOOTING Special Inspctns 10/16/13 DOUG PENDING B001 FOOTING 10/18/13 DOUG PENDING B001 FOOTING 10/04/13 DOUG PASS B001 FOOTING W/MARK 10/16/13 DOUG PASS B001 FOOTING 10/08/13 ROSE PASS B002 FOUNDATION MARK @ 1-978-880-0706 FOUNDATION WALL ON LINE4E THRU N1 FOOTING LINE 2 -N1 THRU R1 TO R 19 INTERIOR COLUMN FTGS -E12,17 &21 F10 & 12 10/11/13 ROSE PASS B002 FOUNDATION BETWEEN COL LINE M2 THRU R15 09/27/13 ROSE PASS B002 FOUNDATION INSPECTION FIELD SHEET 03/03/15 Printed by Peart, Dayshell 09:47 26 foundation wall between17D & F4 06/27/14 DOUG PASS B003 FRAMING (ROUGH) ABOVE CEILING hallways 12/05/14 DOUG PASS B003 FRAMING (ROUGH) MARK @ 1-978-880-0706 (FIRST FLOOR) 12/05/14 DOUG PASS B004 INSULATION FIRST FLOOR. 10/09/14 ROSE PASS B004 INSULATION MARK @ 1-978-880-0706 (ROOF AND FIRST FLOOR INSULATION) PRE-INSPECTION TO INSULATION RECHECK RM 106,107- 109 -110,111, 113 112,102 -115- 116-118 &119 08/26/14 ROSE PASS B004 INSULATION (MARK @ 1-978-880-0706 )FIRST FLOOR. INSULATION AROUND ELEVATOR 01-033 & RESTROOM WALLS 01-108,01-017 & 01-039 07/11/14 DOUG PASS B004 INSULATION 10/15/14 DOUG PASS B004 INSULATION MARK @ 1-978-880-0706 (ROOF) VAPOR/INSUL OK 10/22/14 DOUG N/A B009 OTHER MARK @ 1-978-880-0706 12/02/14 DOUG PASS B009 OTHER w/spclinspctrfirestopping to mod specs 03/02/15 ROSE N/A B009 OTHER 12/02/14 DOUG N/A B009 OTHER 09/30/14 DOUG PASS B009 OTHER MARK @ 1-978-880-0706 (VAPOR BARRIER) 09/22/14 DOUG N/A B009 OTHER SPECIAL INSP. 12/08/14 DOUG PASS B009 OTHER WITH SPCL INSPECTOR, FIRESTOP OK 03/02/15 ROSE N/A B009 OTHER MARK @ 1-978-880-0706 02/11/14 DOUG N/A B009 OTHER 03/02/15 DOUG N/A B009 OTHER MARK @ 1-978-880-0706 03/02/15 DOUG N/A B010 FINAL MARK @ 1-978-880-0706 03/02/15 DOUG N/A B010 FINAL MARK--@ 1-978-880-0706 -02723/15 DOUG" PASS B010 FINAL MARK-@•-1-978-880-0706 w 03/02/15 ROSE N/A E001 ELECTRIC SERVICE 11/04/13 DOUG PASS E002 ELECTRIC UNDERGROUND 11/05/13 DOUG PASS E002 ELECTRIC UNDERGROUND 05/12/14 DOUG PASS E002 ELECTRIC UNDERGROUND CHRIS @ 860-841-8501 05/15/14 DOUG PASS E003 ELECTRIC ROUGH MARK @ 1-978-880-0706 by state ok 06/03/14 ROSE PENDING E003 ELECTRIC ROUGH MARK @ 1-978-880-0706 (ALL OF 3RD FLOOR.)NORTH HALF UNITS CONTR. TO SUBMIT METHOD OF PROTECTING THE INTEGRITY OF DEMISING WALL FOR PENETRATIONS RE: IBC 712 3.4 FOR OUTLET BOXES PERMISSION GIVEN TO SHEETROCK ONE SIDE OF WALL. 06/05/14 DOUG PASS E003 ELECTRIC ROUGH MARK @ 1-978-880-0706 (3RD FL) 06/12/14 DOUG PASS E003 ELECTRIC ROUGH MARK (2ND FLOOR.) 04/08/14 DOUG PENDING E003 ELECTRIC ROUGH INSPECTION FIELD SHEET 03/03/15 P?Inted by Peart, Dayshell 09 47:26 ?FOR ROMEXIN TYPEIIA CONSTRUCTION 10/08/14 SUMM PASS F005 FM PENETRATIONS/SEPERATION 10/08/14 SUMM PASS FO10 FM ABOVE CEILING 02/26/15 SUMM PASS F015 FM FIRE ALARM TEST 02/10/15 SUMM PASS F020 FM HOOD EXTINGUISH SYSTEM 02/11/15 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 02/11/15 SUMM PASS F030 FM GENERATOR TEST 02/26/15 SUMM PASS F035 FM EXITS 02/27/15 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 03/02/15 ROSE N/A H002 HVAC UNDERGROUND 05/09/14 ROSE PASS H009 HVAC OTHER press test ht piping to units 203,303, 204 304,205 ,305 07/29/14 ROSE PASS H009 HVAC OTHER PARTIAL- LEAK IN CONDENSATE PIPNG TO UNIT IN RM215 80 PSI ON ALL PIPING LEAK ON CONDENSATE PIPE TO UNIT IN RM 215 OBSERVED PIPNG FOR REST OF THE FOLLOWING RMS #109,108,107,106,105,110,104, 103,112 &111.-OK ALSO CHECKED UPPER FLOOR SHEETROCKED TO VERIFY CONDITIONS.NO LEAKS OBSERVED. CONTR. DISCUSSED CABINET HEATERS. 03/02/15 ROSE N/A H009 HVAC OTHER 06/09/14 ROSE PASS H009 HVAC OTHER MARK 1-978-880-0706 (ROOM #IS 221-225 AND 323-327)SEE TEXT PRESS TEST ON HEAT PIPING FOR UNITS 223-224 - 225 & 323 ,325,326 & 327 UNITS 221-222 & UPPER CORESPONDING UNITS NOT READY 06/13/14 ROSE PASS H009 HVAC OTHER HEATING LINES UNITS 117-221-222/323 & 324 05/20/14 ROSE PASS H009 HVAC OTHER MARK @ 1-978-880-0706//PRESS ON HEAT PIPES PRESS. TEST ON PARTIAL MAIN SUPPLY AND RETURN SOUITH SIDE OF BLDG INCLUDING SIX UNITS #227,228 &229,330, 331 &329. 05/07/14 ROSE PASS H009 HVAC OTHER ht pipe unit 201,301,208,308/test supply &return to chiller 10/23/13 DOUG PASS P002 PLUMBING UNDERGROUND ROOFTOP DRAINS UNDERGRND W/CONTRCTR 11/07/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 see progress work sheet 11/12/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 11/13/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 11/14/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 SEE PLMBS REPORT 11/15/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 11/21/13 ROSE PASS P002 PLUMBING UNDERGROUND PARTIAL WATER TEST UNDERGD PLBG WATER TEST FOR SAN. DRAINS BETWEEN S &K FROM COL LINE 34 THRU COL LINE 42 03/02/15 ROSE N/A P002 PLUMBING UNDERGROUND 11/26/13 ROSE PASS P002 PLUMBING UNDERGROUND TED8360490/partial remainder of undergd plbg two connections at the base os stack shall comply with IPC Section 903.4 10/28/13 DOUG PASS P002 PLUMBING UNDERGROUND UNDRGRND SANITARY W/CONTRCTR 10/31/13 DOUG PASS P002 PLUMBING UNDERGROUND TED @ 860-836-0490 w/contrctrironpipe@ bthrm and greasetrp 04/28/14 DOUG PASS P003 PLUMBING ROUGH PAUL @ 860-480-9935/ MIKE present/PRESS TEST WATER PIPES INSPECTION FIELD SHEET 03/03/15 grinted by Peart, Dayshell 09:47 26 WATER PIPING TO UNITS 203-204-205-206-229 (207 KITCHEN ONLY) 303-304-306-306-331 (307 KITCHEN ONLY) ALL ABOVE IN WALL & CHASE TO FIRST FLOOR CEILING 05/06/14 ROSE PASS P003 PLUMBING ROUGH PAUL Q 860-480-9935WASTE &VENTS & WATER PIPING WATER TEST WASTE & VENTS TO UNITS 208 &308, 207 & 307 (KITCHEN & BATH.) PRESS. TEST WATER PIPING 208-226-227-328-329-308 (BATH RM. & KITCHEN) 228-330 KITCHEN RISER,207 & 307 (BATH RISER 05/22/14 ROSE PASS P003 PLUMBING ROUGH ROOMS 217-223, 225, 318, 320, 321, AND 323-327.SEE TEX LIST PRESS. TEST FOR WATER PIPES (WATER RISER& BATHR) TO UNITS #218-219- 220-221-222-223&225 #320-321-322-323-324-326&327 PRESS. TEST ON SAN. WASTE & VENTS TO KIT. & BROOM TO UNIS 224& 326 05/13/14 DOUG PASS P003 PLUMBING ROUGH M1-978-80-0706--ROOM #s 207, 208, 307, 308, 02-014 (GYM)MIKE PRESS TEST HEAT PIPES 05/06/14 DOUG PASS P003 PLUMBING ROUGH EXTERIOR UNDERGD GAS LINE TO BLDG 05/08/14 ROSE PASS P003 PLUMBING ROUGH MARK -HT. PIPES UNITS 203, 204, 205 AND 303, 304, 305 03/02/15 ROSE N/A P003 PLUMBING ROUGH SANITARY AND VENT LINES FOR ROOMS 324 AND 325. 06/03/14 ROSE PASS P003 PLUMBING ROUGH SEE TEXT PRESS TEST ON WATER PIPNG/& SANITARY WASTE & VENTS FOR UNITS #215-214-213-212 & 211 #317-316-315-314-&313 PRESS. TEST ON RISER WATER PIPING FOR KIT. AND BATH. FOR UNITS #319 & 217 PRES TEST ON WATER PIPE ONLY FOR BATH RM ONLY UNITS #209-311 PRESS. TEST COPPER WATER PIPING TO TO UNITS CU 002-008 & CU003-008 NEED TO ISOLATE PIPE TOUCHINH STEEL STUDS 06/11/14 ROSE PASS P003 PLUMBING ROUGH PAUL ® 860-480-9935//see text for list & comments PRESS TEST ON WASTE AND VENTS-- KITCHEN & BATH WASTE & VENTS UNITS 322-321-320-319/220-219-218-217/1110112-113-114-115 BATH WASTE & VENTS ONLY UNITS 116-221-323 NEED NAILPLATES ON STUDS UNIT 113 KIT WASTE & VENTS ONLY UNITS 318-216-110 PRESS TEST ON WATER PIPES KIT. & BATH UNITS 309-310-312 210 -208 WOMEN,S TOILET 01-039 1ST FL BATH WATER ONLY UNITS 318-216 (PRESS TEST IN UNIT 110) INSPECTION FIELD SHEET 03/03/15 PYinted by Peart, Dayshell 09:47 26 KIT WATER ONLY UNIT 311 BATH WATER ONLY 02-007/03-007 02/13/15 ROSE PASS P003 PLUMBING ROUGH PAUL @ 860-480-9935//PARTIAL 08/18/14 DOUG PASS P003 PLUMBING ROUGH MARK @ 1-978-880-0706 07/29/14 ROSE PENDING P003 PLUMBING ROUGH MARK 1-978-880-0706//CONTR. NOT READY TO TEST PIPING 07/02/14 ROSE PASS P003 PLUMBING ROUGH PARTIAL-PRESS.TEST ON HOT/COLD & RETURN LINE NEAR STAIRWELLI PARTIAL PRESS TEST ON-COLD /HOT&RETURN LINE RISERS ABOVE DINING AREA TERMINATING AT WALL NEAR TO STAIRWELL ONE-OK 07/24/14 ROSE PASS P004 PLUMBING GAS TEST MARK @ 1-978-880-0706 press.test gas piping to fireplace TO PROVIDE ACCESS PANEL TO SHUT OFF VALVE 05/22/14 ROSE PASS P004 PLUMBING GAS TEST GAS PIPING TO RTU/EXCLUDES KITCHEN,MECH RM & 1ST FL FIREPL EXPOSED PIPING ON ROOF TO BE PROTECTED FROM CORROSION. 10/21/14 ROSE PASS P004 PLUMBING GAS TEST PRESS. TEST ON MAINS FOR METER SERVICE (FOR GEN. & BLDG) ) GAS PIPING TO KITCHEN APPLIANCE NOT IN PLACE. 07/02/14 DOUG PASS P004 PLUMBING GAS TEST 03/02/15 ROSE N/A P009 PLUMBING OTHER RECHECK ON PRE-INSPECTION TO INSULATION. 03/02/15 ROSE N/A PO10 PLUMBING FINAL JEFF @ 860-463-3122 (2ND & 3RD FLOORS AND MECHANICAL ROOM) 03/02/15 ROSE N/A 5005 HYDRO TEST 03/02/15 ROSE N/A 5006 TRIP TEST 03/02/15 ROSE N/A S007 MAIN DRAIN 02/06/15 ROY PASS V035 HEALTH FINAL INSPECTION PERFORMED BY H OATIS 03/02/15 FOLG APPWBOND Z003 CO PLANNING INSPECTION (2015-03-02 14:49 12 michelerlipe] rEQUIREMENT OF $10,000 BOND FOR REMAIINGN WORK DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: 1,5 p(ygp--3 BUILDING DEPARTMENT APPRO E V 1540 SULLIVAN AVENUE Bldg.Permit# 5:- (�j 644-2511 ext. 230 Date Buil mg Inspector Application must be printed or typed FEE SCHEDULE Location of Job: FTenant $0-$1,000=$15.00 Strom Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT r (2-MU,— CV\C,1 l l � t�l►-e i-�9l/ll� n� APPLICANT ADDRESS 1 � ggbt KSo k'\ y x j APPLICANT PHONE# (O O W N S k. OWNER OWNER ADDRESS a Oa OWNER PHONE C D ESTIMATED COST$ Z�D e It IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ r�� �•/�� TYPE OF JOB: 9 G SOR-Co New Installation _Alteration/Addition/Repair c>141 36 07)6 ►. Revised 4i01//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 K( Fv1 ❑ 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 a 1 ,07 yc S SSia•, S 5 n C uhuvS}— o-o�l 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. FQ'p�o30o`fz- CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT �u� DATE 1/2 �// r ' 15 Robert Jackson Way RIVER Tel (860) 793-6900 Plainville,CT 06062 Fax (860) 793-6906 New Engla Le er in Fire Protection 20 Years 1994-2014 Public Act No. 91-95:An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes must personally sign each building permit application. Date:, S ATTN: Building Official RE: �PV To Whom It May Concern, In Accordance with Public Act 91-95, this letter Authorizes the below named agent to sign the above reference permit application. 1. Project Name: ±^t tT S I'Az nLe a) �� l,,[y'Y4 ! 4 r rtis 2. Location: �Jo Ii�oM �CQ 3. Starting Date: F� S 4. Licensed Contractor's Name: Michael Gagnier 5. Licensed Contractor's Trade License No.: FRP.0030042-F3 6. Name of Agent: r Sincerely, STATEOF CONNECTICUT-71: DEPARTMENT OF CONSUMER PROTECTION FIRE PROTECTION LIMITED CONTRACTOR Sig ure edle0bentractor MICHAEL J GAGNIER 33 MACINTOSH WAY SOUTHINGTON,CT 06489-2053 LIC./REG NO. EFFECTIVE EXPIRES FRP.0030042-F3 11/01/2014 10/31/2015 SIGNED501- 1/�� 01 NFFW MEMBER www.allstatefireinc.com A CT Lic. #F30042 6 MA-CR. 1097 --- ' Install Date:2015 Allstate Fire Equipment,Inc. JU-JANSUL.1 The Residence at South Windsor Farms-S.Windsor 15 Robert Jackson Way 200 Deming Rd. Plainville,CT 06062 South Windsor,CT 06074 Mike Gagnier Mark Kupiec 860-793-6900 • 978-880-0706 Mike@AIIStateFireinc.com CT F3-0042 The Residence at South Windsor Farms Fire Suppression System C) O 00 O� 11MANl'NOg11 Gas do x 1 3.0 Tank& I Jank Enc. 3.0 Tank & Reg. Release page 1 of 5 Install Date:2015 Allstate Fire Equipment,Inc. 1,MSUL.] The Residence at South Windsor Farms-S.Windsor 15 Robert Jackson Way 200 Deming Rd. Plainville,CT 06062 South Windsor,CT 06074 Mike Gagnier Mark Kupiec 860-793-6900 • 978-880-0706 Mike@AIIStateFireinc.com CT F3-0042 The Residence at South Windsor Farms Fire Suppression System The Residence at South Windsor Farms Cooking Appliance Line-up Dud lax 10 in. t 166 x 20 In. Did lax 10 in. � f r i I conracfm oven 1 (no hmrd) i 1 Fry vat 15 x 16 in. With dnpecard:15 x 22 In. Griddle piaron 24 x 24 In. Char bopar wiled 24 x 24 in. I Ranpe patinga ' 3a x 24 in. sweaw (no hmrd) Flow Summary: Coverage I Overall Dimensions I No.A. Flows Nou1e Location Hood:Single Bank 168 x 48 in. IN x2 2 2.4 in.from filter face,center of height dimension,aimed down filter length. Duct Square 18 x 10 in. 2W 2 2-8 in.into center of dud opening,aimed up Dud:Square 16 x 10 in. 2W 2 2-0 in.into center of dud opening,aimed up Range:6 burners 36 x 30 in. IN x3 3 3040 in.,0-10 in.from each burner centerline,aimed at midpoint Char Broiler 28 x 30 in. 1 N 1 15-40 in.,alongtwithin perimeter,aimed at center Griddle 24 x 30 in. 1 N 1 35-40 in.,0-2 in.inside perimeter,aimed at center Fryer.1 vat,dripboard 18 x 30 in. 3N 3 25-35 in.,FRONT HALF of perimeter,aimed at center Total Flow Points 14 page 2 of 5 J.H.JANSUL.1 Install Date: 2015 Allstate Fire Equipment, Inc. The Residence at South Windsor Farms- S. Windsor 15 Robert Jackson Way 200 Deming Rd. Plainville, CT 06062 South Windsor, CT 06074 Mike Gagnier Mark Kupiec 860-793-6900 978-880-0706 Mike@AIIStateFirelnc.com CT F3-0042 Notes Project Notes:Automatic fire suppression system plans and specifications in compliance with;UL 300,NFPA-17A(2002),2003 IFC-904.11,2003 IBC- 904.11,2003 IMC-509.1 Microswitches are provided for electrician to make applicable connection(including make-up air fan shut-down,electric appliance shut-down,&alarm tie-in). All Hood penetrations will have UL-listed(UL#2L09)grease seals. Manual Pull Station to be located in the path of egress 48"above finished floor and a minimum of 10'to a maximum of 20'from the kitchen exhaust system. All fuel sources(natural gas,LP,or electric)will shut-down upon system activation. System to be installed to a new exhaust hood. Fusible Links: =>To determine actual fusible link ratings,temperature readings must be taken during peak cooking time. The Residence at South Windsor Farms Cooking Appliance Line-up: Note 1=>Range:6 burners:Additional nozzle combinations are possible for this range.Please refer to the manual. page 3 of 5 An ANSUL R-102 Fire Suppression System shall be furnished.The 2.0 PRODUCT system shall be capable of protecting all hazard areas associated with 2.1 Manufacturer k ®: f:ooking equipment. ai 2.1.1 Tyco Fire Suppression&Building Products,One 1.0 GENERAL Stanton Street, Marinette,Wisconsin 54143-2542, Telephone(715)735-7411. 1.1 References 2.2 Components 1.1.1 Underwriters Laboratories, Inc. (UL) 2.2.1 The basic system shall consist of an ANSUL 1.1.1.1 UL Standard 1254 AUTOMAN regulated release assembly which includes 1.1.1.2 UL Standard 300 a regulated release mechanism and a wet chemical 1.1.2 Underwriters Laboratories of Canada(ULC) storage tank housed within a single enclosure. 1.1.2.1 ULC/ORD-C 1254.6 Nozzles,blow-off caps,detectors,cartridges,agent. 1.1.3 National Fire Protection Association(NFPA) fusible links,and pulley elbows shall be supplied in 1.1.3.1 NFPA 96 separate packages in the quantities needed for fire 004213 1.1.3.2 NFPA 17A suppression system arrangements.Additional equip- ment shall include remote manual pull station, 1.2 Submittals mechanical and electrical gas valves,and electrical 1.2.1 Submit two sets of manufacturer's data sheets switches for automatic equipment and gas line shut- Agent Distribution Hose- Kitchen appliances manufactured with or 1.2.2 Submit two sets of piping design drawings off,and building fire alarm control panel interface. ' resting on casters wheels/rollers may include an agent distribution 9 ( ) Y 9 2.2.2 Wet Chemical Agent:The extinguishing agent shall be hose as a component of the suppression system.This allows the appli- 1.3 System Description a specially formulated, aqueous solution of organic Wet Chemical Agent-The extinguishing agent is a mixture of organic ance to be moved for cleaning purposes without disconnecting the appli- . salts with a H range between 7.7-8.7,designed for salts designed for rapid flame knockdown and foam securement of 1.3.1 The system shall be an automatic fire suppression p g g ante fire suppression protection.The hose assembly includes a flame knockdown and foam securement of grease grease related fires. It is available in plastic containers with instructions restraining cable kit to limit the appliance movement within the range system using a wet chemical agent for cooking grease related fires. for wet chemical handling and usage. (length)of the flexible hose. related fires. 1.3.2 The system shall be capable of suppressing fires in 2.2.3 Agent Tank:The agent tank shall be installed in a Flexible Conduit-Flexible conduit allows for quicker installations and the areas associated with ventilating stainless steel enclosure or wall bracket.The tank Agent Tank-The agent tank is installed in a stainless steel enclosure g equipment includ- or wall bracket.The tank is constructed of stainless steel. the convenience of being able to route the cable over,under and around ing hoods,ducts, plenums, and filters as well as auxil- shall be constructed of stainless steel.Tanks shall be obstacles. Flexible conduit can be used as a substitute for standard iary grease extraction equipment.The system shall available in two sizes; 1.5 gallon(5.7 L)and 3.0 gallon Tanks are available in two sizes: 1.5 gallon(5.7 L)and 3.0 gallon EMT conduit or can be used with EMT conduit. also be capable of suppressing fires in areas associ- (11.4 L).The tank shall have a working pressure of (11.4 L).The tanks have a working pressure of 110 psi(7.6 bar),a test ated with cooking equipment,such as fryers;griddles 110 psi(7.6 bar),a test pressure of 330 psi(22.8 bar), pressure of 330 psi 22.8 bar and a minimum burst pressure of 660 psi Flexible conduit can be used only with the Molded Remote Manual Pull and a minimum burst pressure of 660 psi(45.5 bar). P P ( ), P P and range tops;upright,natural charcoal,or chain-type (45.5 bar). Station. broilers;electric, lava rock,mesquite or gas-radiant The tank shall include an adaptor/tube assembly The tank includes an adaptor/tube assembly.The adaptor assembly Pull Station Assembly-The remote manual pull station is made out of char-broilers;and woks. containing a burst disc union. includes a chrome-plated steel adaptor with a 1/4 in. NPT female gas a molded red composite material.The red color makes the pull station 1.3.3 The system shall be the pre-engineered type having 2.2.4 Regulated Release Mechanism:The regulated release inlet,a 3/8 in. NPT female agent outlet,and a stainless steel agent pick- more readily identifiable as the manual means for fire suppression minimum and maximum guidelines established by the mechanism shall be a spring-loaded, up tube.The adaptor also contains a bursting disc seal which helps to system operation. manufacturer and listed by Underwriters Laboratories mechanical/pneumatic type capable of providing the expellant gas supply to one or two agent tanks prevent the siphoning of agent up the pipe during extreme temperature The pull station is compatible with the ANSUL Flexible Conduit. (UUULC). depending on the capacity of the gas cartridge used or variations. 1.3.4 The system shall be installed and serviced by person- three 3.0 gallon(11.4 L)agent storage tanks in certain nel trained by the manufacturer. applications. It shall contain a factory installed regula- Regulated Release Mechanism-The regulated release mechanism is 1.3.5 The system shall be capable of protecting cooking for deadset at 110 psi(7.6 bar)with an external relief a spring-loaded,mechanical/pneumatic type capable of providing the appliances by utilizing either dedicated appliance of approximately 180 psi(12.4 bar). expellant gas supply to one,two,or three agent tanks depending on the protection and/or overlapping appliance protection. capacity of the gas cartridge used. It contains a factory installed regula It shall have the following actuation capabilities:auto- capacity Listed 1.4 Quality Control remote actuation by a fusible link detection system and tor deadset at 110 psi(7.6 bar)with an external relief of approximately 180 psi(12.4 bar). It has automatic actuation capabilities by a fusible link CE Marked 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression remote manual actuation by a mechanical pull station. detection system and remote manual actuation by a mechanical pull New York City Department of Buildings System shall be manufactured by a company with at The regulated release mechanism shall contain a station. least forty years experience in the design and manu- release assembly, regulator,expellant gas hose,and • LPCB facture of pre-engineered fire suppression systems. agent storage tank housed in a stainless steel enclo- The regulated release mechanism contains a release assembly, regula- sure with cover.The enclosure shall contain knock- tor,expellant as hose,and agent storage tank housed in a stainless • TFRI The manufacturer shall be ISO 9001 registered. P 9 9 9 outs for 1/2 in.conduit.The cover shall contain an steel enclosure with cover.The enclosure contains knock-outs for 1/2 in. Marine Equipment Directive MED 1.4.2 Certificates:The wet agent shall be a specially formu ( ) opening for a visual status indicator. conduit.The cover contains an opening for a visual status indicator. DNV lated,aqueous solution of organic salts with a pH It shall be compatible with mechanical as shut-off range between 7.7-8.7,designed for flame knock- P g It is compatible with mechanical gas shut-off devices;or,when equipped ABS down and foam securement of grease-related fires. devices;or,when equipped with a field or factory- with a field or factory-installed switch and manual reset relay,it is installed switch(es), it shall be compatible with electric compatible with electric gas line or appliance shut-off devices. Lloyd's Register 1.5 Warranty,Disclaimer,and Limitations gas line or appliance shut-off devices,or connections Meets requirements of NFPA 96(Standard for the Installation of 1.5.1 The pre-engineered restaurant fire suppression system to a building fire alarm control panel. Regulated Actuator Assembly-When more than two agent tanks(or Equipment for the Removal of Smoke and Grease-Laden Vapors from components shall be warranted for five years from 2.2.5 Regulated Actuator Assembly:When more than two three 3.0 gallon(11.4 L)tanks in certain applications)are required,the Commercial Cooking Equipment) date of delivery against defects in workmanship and agent tanks or three agent tanks in certain applications regulated actuator is available to provide expellant gas for additional Meets requirements of NFPA 17A(Standard on Wet Chemical material. are required,the regulated actuator shall be available tanks. It is connected to the cartridge receiver outlet of the regulated Extinguishing Systems) 1.6 Delivery to provide expellant gas for additional tanks. It shall be release mechanism providing simultaneous agent discharge. It contains 1.6.1 Packaging:All system components shall be securely connected to the cartridge receiver outlet of the regu- a regulated actuator deadset at 110 psi(7.6 bar)with an external relief packaged to provide protection during shipment. lated release mechanism providing simultaneous agent of approximately 180 psi(12.4 bar). It has automatic actuation capabili- discharge.The regulator shall be deadset at 110 psi ties using pressure from the regulated release mechanism cartridge. 1.7 Environmental Conditions (7.6 bar)with an external relief of approximately 1.7.1 The R-102 system shall be capable of operating within 180 psi(12.4 bar).The regulated actuator assembly The regulated actuator assembly contains an actuator,regulator,expel- a temperature range of 32 OF to 130 OF(0°C to 54 shall contain an actuator, regulator,expellant gas lant gas hose,and agent tank housed in a stainless steel enclosure with Order all system components through your local authorized ANSUL °C). hose,and agent tank housed in a stainless steel cover.The enclosure contains knockouts to permit installation of the Distributor. enclosure with cover.The enclosure shall contain expellant gas line. knockouts to permit installation of the expellant gas Discharge Nozzles-Each discharge nozzle is tested and listed with line. the R-102 system for a specific application. Nozzle tips are stamped with 2.2.6 Discharge Nozzles: Each discharge nozzle shall be the flow number designation(1/2, 1,2,or 3). Each nozzle must have a tested and listed with the R-102 system for a specific metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking application. Nozzles tips shall be stamped with the grease build-up. flow number designation(1/2, 1,2,or 3). Each nozzle shall have a metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking grease build-up. 2.0 PRODUCT (Continued) 1:11ANSULI • 2.2 Components (Continued) 2.2.7 Distribution Piping: Distribution piping shall be FIRE SUPPRESSION Schedule 40 black iron,chrome-plated, or stainless steel conforming to ASTM A120,A53,or A106. Data/Specification 2.2.8 Detectors:The detectors shall be the fusible link style designed to separate at a specific temperature. 2.2.9 Cartridges:The cartridge shall be a sealed steel pres- sure vessel containing either carbon dioxide or nitro- gen gas.The cartridge seal shall be designed to be punctured by the releasing device supplying the required pressure to expel wet chemical agent from ■ Low pH Agent the storage tank. ■ Proven Design 2.2.10 Agent Distribution Hose:An optional agent distribution ■ Reliable Gas Cartridge Operation hose shall be available for kitchen appliances manu- factured with or resting on casters(wheels/rollers). ■ Aesthetically Appealing This shall allow the appliance to be moved for clean- ■ UL Listed —Meets Requirements of UL 300 ing purposes without disconnecting the appliance fire ■ ULC Listed—Meets Requirements of ULC/ORD C1254.6 suppression protection. Hose assembly shall include a restraining cable kit to limit the appliance movement ■ CE Marked within the range(length)of the flexible hose. 00 2.2.11 Flexible Conduit:The manufacturer supplying the -- — Restaurant Fire Suppression System shall offer flexi- ble conduit as an option to rigid EMT conduit for the installation of pull stations and/or mechanical gas _ valves.The flexible conduit shall be UL Listed and The ANSULa R-102T' Restaurant Fire Suppression System is an auto- include all approved components for proper installa- matic,pre-engineered,fire suppression system designed to protect tion. areas associated with ventilating equipment including hoods,ducts, 004212 2.2.12 Pull Station Assembly:The Fire Suppression System plenums,and filters.The system also protects auxiliary grease extrac- shall include a remote pull station for manual system tion equipment and cooking equipment such as fryers;griddles and actuation.The pull station shall be designed to range tops;upright,natural charcoal,or chain-type broilers;electric,lava include a built-in guard to protect the pull handle.The rock, mesquite,or gas-radiant char-broilers;and woks. pull station shall also be designed with a pull handle The system is ideally suitable for use in restaurants,hospitals,nursing to allow for three finger operation and shall be red in homes, hotels,schools,airports,and other similar facilities. color for quick visibility. A system owner's guide is available containing basic information Use of the R-102 system is limited to indoor applications or locations pertaining to system operation and maintenance.A detailed technical 3.0 IMPLEMENTATION that provide weatherproof protection within tested temperature limita- manual, including system description,design,installation, recharge and tions.The regulated release and tank assemblies must be mounted in resetting instructions, and maintenance procedures,is available to qual- 3.1 Installation an area where the air temperature will not fall below 32 OF(0°C)or ified individuals. 3.1.1 The R-102 fire suppression system shall be designed, exceed 130 OF(54°C).The system must be designed and installed The system is installed and serviced by authorized distributors that are installed, inspected, maintained,and recharged in within the guidelines of the UL/ULC Listed Design, Installation, trained by the manufacturer. accordance with the manufacturer's listed instruction Recharge,and Maintenance Manual. manual. The basic system consists of an ANSUL AUTOMAN8 regulated release assembly which includes a regulated release mechanism and a wet 3.2 Training chemical storage tank housed within a single enclosure. Nozzles with 3.2.1 Training shall be conducted by representatives of the , , blow-off caps,detectors,cartridges,agent,fusible links,and pulley manufacturer. elbows are supplied in separate packages in the quantities needed for The restaurant fire suppression system is a pre-engineered,wet chemi- fire suppression system arrangements. cal,cartridge-operated, regulated pressure type with a fixed nozzle Additional equipment includes a remote manual pull station(s), mechan- agent distribution network. It is listed with Underwriters Laboratories, Inc. ical and electrical gas valves,and electrical switches for automatic (UL/ULC). equipment and gas line shut-off.Accessories can be added such as alarms,warning lights,etc.,to installations where required. Additional tanks and corresponding equipment can be used in multiple arrangements to allow for larger hazard coverage. Each tank is limited �' ® 1 to a listed maximum amount of flow numbers. HIM y �n PsSv�� ppA215 The system is capable of automatic detection and actuation as well as ►Indicates revised information remote manual actuation.Additional equipment is available for building fire alarm panel connections,electrical shutdown and/or interface,and ANSUL.ANSUL AUTOMAN,and R-102 are trademarks of Tyco Fire suppression&Building Products or its affiliates. mechanical or electrical gas line shut-off applications. The detection portion of the fire suppression system allows for auto- matic detection by means of specific temperature-rated alloy type fusible links,which separate when the temperature exceeds the rating tilco www.ansul.com of the link, allowing the regulated release to actuate. Fire Suppression One Stanton Street Copyright 0�2010 &Building Products Marinette, W 154143-2542 Form No.F-2004004-7 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appli rilding BUILDING DEPARTMENT - J/�G d 233 1540 SULLIVAN AVENUE - �D'' 644-2511 ext. 230 Bldg.Permit# Date ctor E'2DO 0'�� Application must be printed or-typed FEE SCHEDULE Location of Job: $041,000=$15.00 Zoo J>E'wt 1wa ST' Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT S(,I►�.J I y%/ C S S APPLICANT ADDRESS 3O Y�- f R.ogr,Cr-'SS /�✓� o ug C-r— APPI,TCANTS PHONE# Z O OWNER N Sf'Q� OWNER ADDRESS Cs� OWNER PHONE F ESTIMATED COST$ i 0 Oa *� IS THIS A CONTRACT COST? XYes No - 16* FEE ENCLOSED$ gGCd f�� TYPE OF JOB: a-51 - �OR•C® X New Installation Alteration/Addition/Repair Z4r 7 rD 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 Yl BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE Cl FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD('*jL%*jG j4S -- 4 cL ESS C.cS„y'r" L 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 i N q (�J;�LFS fs�• �i C r4r�+GW S Q�l� !� IA cG THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE �- Y APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT t y p y L 1( AP P OV 1540 SULLIVAN AVENUE Bldg.Permit# L. I 0� 644-2511 ext. 230 13 Du o4 S Date Building Inspe� r Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F rhillCOver$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT DRESS 2_0 APPLICANT'S PHONE# OWNER lot 01111 N s t', OWNER ADDRESS &ec Uj OWNER PHONE ESTIMATED COST$ C � IS THIS A CONTRACT COST? -&Yes No FEE ENCLOSED$ 7 Ko o ° TYPE OF JOB: 03-7 w SQR-Co _&N New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR RVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: 53 HEATING ❑ RESIDENTIAL 9 A/C ❑ COMMERCIAL VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. 0 HYDRONIC 0 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.) G�-e e --_� )aVnS 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 EXHAUS IT r- dc A, n I TOTAL SIZE OF SYSTEM(CFM) F SH 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. tk-Z, 63035�;`3-5 ( S / 4-� CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT ILG,4-DATE J ^/��I APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# ApplicWi y: BUILDING DEPARTMENTBD 1540 SULLIVAN AVENUE l�0 013 3 5 C. 644-2511 ext. 230 Bldg.Permit# Date uilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 2 00 -DEMWC, STREET Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT n,N G- S�c r�Ai�_Nc APPLICANT ADDRESS _ r 2 6 k e _ _ Gc,g1ron�3uR� T obo 3 APPLICANT'S PHONE# OWNER I- o 13 Sel ca N o uS0NG L LG O� S�q< OWNER ADDRESS 10o R ivEit R vo a oeitr- utz� t os ' + /✓oR wove , /�''1/'{ 0'2 0 6 2 & W OWNER PHONE 79 t- 61 4 93 2 0 C ESTIMATED COST$ U IS THIS A CONTRACT COST? __&Yes No - FEE ENCLOSED$ g j p oo TYPE OF JOB: ,��ZZd �S®R•CO X New Installation Alteration/Addition/Repair 10071U 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 CUNT USE AND OCCUPANCY /N A ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY cSErApo2 NojS/M G ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME J�YO7Nty��4RBAQ t kuoc- PHONE 7gl-fd26-`ligl/ ❑ FACTORY ❑ STORAGE ADDRESS _ !O q a WASH j N 6,70j1 cs r2t"�T ❑ GARAGE ❑ MIXED USE CITY //41Vov6-Q STATE A ZIP O2 33 7 (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK TEMf��2A?�2� Go�TRatS w iR,N6r- ��,� t-(VA E�vIPMFN7 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 t' I S CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE .S 25: APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applic BUILDING DEPARTMENT 14c D �> 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# Date B ' rng s'it pector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRES�S -�L/vq S • UUl�.�2 o(0� T 7 APPLICANT'S PHONE# (F60 •,33,f- j J-- OWNER -7K,r— CQN eEJr 6-0 _ OWN SF •( q� OWNER ADDRESS 2 boyzzo�,g - -!�lvi-rt` 2GO - 01 OWNER PHONE Z CESTIMATED COST$ 3. C) .0 0 IS THIS A CONTRACT COST? _ Yes No FEE ENCLOSED$ TYPE OF JOB: QA �h Y �Vo CO 4New Installation Alteration/Addition/Repair �`'V 60oq, Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: WrHEATING ❑ RESIDENTIAL ❑ A/C R"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.) 2 1,yc.Q Q � 4SAE I P 60e 7E*00 f��f 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 Z 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. C�yorl3� CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLICA DATE I � w Suburban Propane- -----J, BPhonOn-sie Proposal sal PROPANE PROPOSAL Suburban Propane,L.P.("Suburban"or"Seller")Address: 195 Commerce Way S Windsor, CT 06074 Telephone 860 - 528 - 1030 Fax 860 -291 -1748 Em all JLOVE @suburbanpropane com Date Account Number Account Representativs Name CSC N(snbw 1/29/14 7335-145137 John Love 7335 Name"Customer• Telephone The Congress Company 978-535-6700 ustorrWs Email Cell Telephone Fax sking@congressconstruction.com 978-880-8792 978-535-6701 Mang Address City State P 2 Bourbon St Suite 200 Peabody MA 01960 Delivery Address City tete Zip Code 200 Deming Street South Windsor CT 06074 Delivery Address Owner it not Customer("Landowner") Telephone Number ces Telephone Number QUANTITY EQUIPMENT/SERVICES DESCRIPTION TOTAL 1 Suburban shall furnish 2 1,000 gallon propane tanks for temp heat and $ maintain a keep full delivery schedule. $ Installation& Removal $250.00 Permitting procedures $ 100.00 s s s s s Permit Fees(if applicable): $ Sales Tax: s6.35 We propose to furnish the above stated Equipment/Services for the sum of .35 PROPANE SALES DESCIRJPTION e propose to sell propane for all of Customer's LP-Gas requirements at the initial per gallon price of $ 4.055 or as outlined above in Equipment/Services Description,subject to the terms and conditions set forth in the written agreement between Suburban and Customer. Customer acknowledges that,unless otherwise expressly stated above by Suburban,this price is applicable to Customer's first fill only. Customer acknowledges that this Proposal is confidential and agrees not to disclose its contents to third parties. Changes or additions to the Equipment/Services described above are subject to Suburban's approval and acceptance and may involve additional charges. This Proposal is contingent upon Customer's execution of a written agreement,completion of a credit check,and Suburban's acceptance of them.The terms and conditions of the agreement will include the EquipmenUServices Description. This Proposal may be withdrawn if not accepted within 15 days. SUBURBAN MANAGER(SEE INSTRUCTIONS)OR REGIONAL SALES REP: SIGNATURE: PRINT NAME: ISA John Love Alli E OF PROPOSAL I am authorized to accept this Proposal for work proc the 'eed a ery Address.The abov ent/Service , ropane Sales Description,prices and conditions are herebyaccepted, // CUSTOMER NAME: CUs SIO TUBE: ATE ACCEPTANCE: William A Nicholson q No.1 406 AGR-1005.0213 ■■■■■i■■ii■■■■i■r■rii■i■■■rr � ■r■■■■■i■■■■■■■■■■■■iiiri■iii■ ■r r■riirrirrrirr■■■ ■■ ■ rirrry iiirriiri■irr■■.■ rrir� ii■■!■ir■rr■■■■r■ ■ENNEN ■■r■■■i■ r■■■■rr■ ■■ i■NEN ■�■■rrrEE ■■■■■■■■ ■r■■■■■■■■■r■ 01iiri�i ■■■■■N■■■■■■■■■r■ ■rr■■■■■■■■■■ 1■■1■1rr ■■■■■■r■■■■■■■■■■ M®■■■■■ 11010101111 it■■irr■■■■■o■rrr rmi■ir■■ ■ENNEN ■■■■■��■�■■■■i■■■■■■i■■rrri�i■■rr rill■i■ ���■■■■��■■■�■■■■■■■ir■■■ri■i■iirr MONSON ■ ■�■■■■■■■■�■■■■■■■■■■■■■■■I■■■■ Mrr■iN ■r ■■■■■■■■�■r■■■riirr■■ii�i■rr■ MENNEN ■rrr■r■■i■r■�■■■■ir■rr■■r■■.i■r■■ r■ENNEN ■r■iir■rirr■■iiirrriirrrrrr�i ■■� r�rrrr� ■i■■■■■.■rrr■..rill■■ririi■ ■■MMER ■■■■illrllir■r■rl■�llr■■rrr■ ii■NNEN ■l■lli■rrrrr■■rrr�rirrrrrrr■■ ■rrrrrrr rr�■rrr■■■rrr■i■re�'r■rrrirr■■rrrr■�rrr■rrrrrrr ■■■■■■rllr■■■■■`��■r■rrrrrrrrrrrr■rr�■■r■r�■� rr■■ ■rl■■l■■lt�r■rr■■illilii■l�rr�■rrrlrr■�� rr r ii■i■r���■■rr■■rrrrrrr.rr�■�rlir�■�■ ■■■■■lr■rill■■■iir■rrrrr�rlillr ■■■■■■■■■■■■■■■■■■■■iil■��r■■■rrr ■■■■■■■■■■■■■■.■. WON ME �■■■i■■ii■i■i�■iii■■ii riil�■ rrrrr■� �■r■■■■rrii■■■i■■ii■■■■■r■irlllrirlrrrl■rr■ i P i I , � F� { � � 6 � f ! i � I k i � F I �� � I I i � � � �� ! 9 � i II I i I i I I � i i � ! t i l � i � --r--t--��-r-- I I I � � � i ( � i f 1 ,� i 1 � I� II � I I I I � I ' V � � V I I _ f J } ---i i �„ � � � � � � � � � � � � � � � � i � fl I� iil �'L -- DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR �� 6 BUILDING DEPARTMENT APPR a:7�� 1540 SULLIVAN AVENUE 644-2511 EYE 230 ` 31d �t (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE ' ation of b: $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 �tS — k� �U e�� Jr" cal APPLICANT ADDRESS ( VIV A NQ APPLICANT PHONE# u W N S F OWNER f� OWNER ADDRESS V— 1 OOWNER PHONE C ESTIMATED COST $ IS THIS A CONTRACT COST? . ES NO . G FEE ENCLOSED$ 0 0 TYPE OF JOB: �J�3� SOR•Co� New Installation _Alteration/Addition Repair ao/3bC) �o Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑ RESIDENTIAL BUILDING PERMIT APPLICATION? 1a YES ❑ NO ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑ MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ FACTORY ❑ STORAGE ENGINEER'S NAME LId PHONE 13 GE ❑ G XED USE ADDRESS 1 '( �L�s-kwA�nest `�A A-6VA�SIA S , 1 i(\- (Other please specik CITY_4—�AqW11-- STATE t'A55- 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 ❑ 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 THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ozJL'/1-f4 / P CONTRACTORS LICENSE NO. TYPE STATE / SIGNATURE OF APPLICANT DATE (///�1 ' Z �" ` DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT -L3 O®q Z ct APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 00 berm'in A Sire C i— $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof "Tenant Designation Apt. No. APPLICANT .�,In2 P.� Z A do rS K , APPLICANT ADDRESS P O r�Ok I b 7 mc�hc�,fsser nrooyo APPLICANT PHONE# 'Jj5 0 Ow N SFq OWNER P TV / LGB SoA3, W' "nLSQP— L1_C. OWNER ADDRESS I nr) fr N, a S'rrct,�- so,," W� &0#— C,-r 0(00'N OWNER PHONE C ;D ESTIMATED COST$_ O �I, 00 c . IS THIS A CONTRACT COST? ✓Yes _No o r--1i��� FEE ENCLOSED$ 15, 1 TYPE OF JOB: S4e SOR•CO New Installation Alteration/Addition/Repair C�e 1 0 C) 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? fi3YES ❑NO ❑RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ASSEMBLY FUTURE USE AND OCCUPANCY ❑MERCANTILE ❑ EDUCATIONAL❑INSTITUTIONAL ENGINEER'S NAMES p�z��[ � r i�s�. PHONE 1h ❑FACTORY ❑ STORAGE ADDRESS I OR ❑GARAGE ❑MIXED US) CITY STATE rYl A ZIP 33 �t A L,V,in (Other please specify TYPE OF INSTALLATION/WIRING METHOD (.n,\Ay,}, ,ram c t Kah)e_. N O)b C-&4jfq Fi rt MA'n CA.J e.. SIZE OF SERVICE Jan SIZE OF MAIN CONDUCTORS '7 5h K C fn LEA L NUMBER OF METERS I NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES R NO NUMBER OF LIGHT CIRCUITS 1 5 NUMBER OF POWER CIRCUITS _ NUMBER OF SWITCHES �— NUMBER OF OUTLETS :3!�6— NUMBER OF LIGHT FIXTURES �fiA NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SO SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. nn DESCRIPTION OF WORK Prpv �o_. [,:n� 1nS�L1� P���iC� Seiy.CQ�.�i��,��,`�• P A�hfM . 5 � �� c,��_��{h 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. 8-)409a - E 1 Flti k-ra.w- . CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DATE �\ -1 '4 18.9• / .�2��1. N / PROP LDING - iB.65 66�1 Jts :65 3 GSF� N _ - - - - - - - - i • //�o� ls.ss 80STORIES 18. 5 119 UNITS ' - I - - - - 116.E 1 , �113.5 _ TF.119.15 9.5 Q 118.10 T.O.W.•125.0 � 18. '/ - T.WALL B.O.W.:12 :124.0 O BOT.121.0 ry.� co END WALL \1 // ® 18.1 I 19;1 _ ��o, I�C� EL•123.0 I 1 N \ Q 19.5 I R M 1 T.O.W.;115.75 `� 'J 0 0•W.:124.0 / 9 B.O. 1 B.O.W.;110.0 `� W.:121.0 Lo — 1210 END 04 I WALL 'F=118.65 CL&P EL:115.25 I , 28057 1 PROP. GAZEBO ,y .0.W.:125.0 \ I 8 _ o00 f 'B.O.W: ., END WA , _12o ' , 124 126 —'-� ■ n �� �'/ ADE AT RDA6 - - �— T \ \ '2D`. ' ,�C/ �• yz ... ' z� _zz �z,,, z ..z -,- - ' '' z�z/ti I ' '/ , i Ln - - - -132- 128 c — 3p-Ni \ , a— SNET 'VEY NO � � 1282 TES AND CERTIFICATION. � VEER'S STAMP AND \ SIGNATURE ` ` AUG 2 8 2013 SOUIh Windsor BUILDING DEPARTMENT 10 7* Mmqw W>L Two QE WVTl1 WIxv50* Taft cdWL41 �Iltiwtlona�ro eetaeatit7�aC (7�7 0 tiMnwtl- toi.t J� sere. Meadow wft ammome.a storm in snt filed with Ow ana 1 apes to=dMM &to+g e8g at] � �owveqs as ssd D 4to � Ao of thftarto IMe1 l to m d n�a6 pern+lt. Signed �C rnis plan y b so 3rdero end �'"M be :omplled with. :onditionety ApprWgo tea thtlt Building Inspeefor � ���-C110 J ft -I/ CERTIFICATION OF ZONING COMPLIANCE Proposed buil0no(s), use(e)and/or structures) as 2 �x shown on this plan appears)to be in conformance with current South Windsor regulations. Variances m r�� and special excep Ions may apply. Date -r_ Q Zoning nforcement Officer DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Application is hereby: TOWN OF SOUTH WINDSOR PERMIT# 1 BUILDING DEPARTMENT 3a 0'�)04 APPRO41i, 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date g In�p. Application must be printed or typed FEE SCHEDULE Location of Job: F m',n A 5�r t�2_ $0-$1,000=$15.00 Street Lot No. Over$1,000= �2 t�Yl I $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT _ i C�a- 1 APPLICANT ADDRESS ` n (•j'p 1 __I (n Q ]/�T ^ lYlanl.tA _� 1�r l APPLICANT PHONE# S60 (a y 3- 13 3 1 OW N S i , OWNER Ike- Co,rA e S S CA,^, nC.n11% it S OWNER ADDRESS b o a r n r\ .a OWNER PHONE O C �D ESTIMATED COST$ Q000 _ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ TYPE OF JOB: O R.0 /New Installation _Alteration/Addition/Repair 6Is 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 ❑BUSINESS ❑ASSEMBLY FUTURE USE AND OCCUPANCY ❑MERCANTILE ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD L-I 0 D frv-,a -T't M n D J -efy SIZE OF SERVICE SIZE OF MAIN CONDUCTORS l�t 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 bU ; I i 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. of agoya - et C i CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANTS �c.��( �� ���� DATE DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR It # Application is hereby: � !(��t�0 BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# 5 �� i .iyooa4S7 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: bcm $0-$1,000=$15.00 F-Tenant S et Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT )S - APPLICANT ADDRESS (J M Lk r k 060 APPLICANT PHONE# O"" ��_ 771 l 0 W N St 14 F,q OWNER OWNER ADDRESS CIO) # OWNER PHONE OESTIMATED COST$ / 7 i DO O +M IS THIS A CONTRACT COS�T?.,� Yes _No FEE ENCLOSED$ C x S O�� TYPE OF JOB: O R C New Installation 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 SIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION?RYES ❑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 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: TA a ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING I 1(.0 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. � U`f01/& /=Ft r4- Gr CONTRACTORS LICENSE NO TYPE STATE SIGNATURE OF APPLICANT DATE I Apo I 1204 I I uth VVindor Bul dln Do 4 ment Q 1 OG _ _ _ Fire Protection by Computer Design C) ti UC.No. 1 r ,nff 'Z ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building 3RD FLOOR RM 326 Location 200 DEMING STREET SOUTH WINDSOR, CT. System 1 Contract Data File RES CALC AREA 1.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 3RD FLOOR RM 326 System No - 1 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-3 Construction ( ) Combustible (X) Non-Combustible Ceiling Height - 8'0 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz Gp ( ) 1 ( ) 2 ( ) 3 ( ) Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 650 System Type Sprinkler/Nozzle Density - 10 (X) Wet Make TYCO D Area Per Sprinkler - 252 ( ) Dry Model LFII E Elevation at Highest Outlet - 31 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 4 9 I Rack Sprinkler Allowance - ( ) Other Temp Rat 160 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 202 433 Press Required - 73 077 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev - E Static Press - 90 @ Press - R Residual Press - 70 Elev - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location O Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf O C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: f dater Supply Curve (C) ILLSTATE FIRE SYSTEMS Page 2 HE RESIDENCE AT WINDSOR FARMS Date !i City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 13.426 C2-Residual Pressure: 70 D2-System Flow 102.433 C2-Residual Flow 2176 D2-System Pressure 73.077 Hose ( Demand) 100 D3-System Demand 202.433 Safety Margin 16.676 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 D2 C2 U 70 D R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ittings Used Summary LLSTATE FIRE SYSTEMS Page 3 HE RESIDENCE AT WINDSOR FARMS Date itting Legend bbrev. Name '/2 '/. 1 1'% 1'/2 2 2% 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 sp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow nits Summary iameter Units Inches ength Units Feet low Units US Gallons per Minute ressure Units Pounds per Square Inch ote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors f 120 except as noted with * The fittings marked with a*show equivalent lengths values upplied by manufacturers based on specific pipe diameters and CFactors and they require no djustment. All values for fittings not marked with a*will be adjusted in the calculation r CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req 1 31.0 4.9 26.45 na 25.2 0.1 252 7.0 2 32.5 26.95 na 3 32.5 32.29 na 4 32.5 42.02 na 29 32.5 42.2 na 30 32.5 42.36 na 31 32.5 42.76 na 32 32.5 43.39 na 32A 32.5 45.86 na R2 32.5 49.85 na R1 9.5 59.84 na 5 9.5 59.86 na 6 9.5 59.89 na TOR 9.5 60.03 na BOR 1.0 66.77 na UG1 1.0 72.39 na UG2 -5.0 75.04 na UG3 -5.0 75.18 na TEST 0.0 73.08 na 100.0 8 31.0 4.9 25.66 na 24.82 0.1 170 7.0 9 32.5 25.17 na 10 32.5 25.72 na 11 31.0 4.9 25.26 na 24.63 0.1 138 7.0 12 31.0 4.9 32.14 na 27.78 0.1 253 7.0 13 32.5 31.68 na 36 32.5 42.36 na 21 32.5 42.5 na 21A 32.5 46.05 na R4 32.5 49.67 na R3 9.5 59.66 na 14 9.5 59.68 na The maximum velocity is 21.53 and it occurs in the pipe between nodes 3 and 4 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 25.20 1.101 1T 9.563 1.500 26.449 K Factor=4.90 to 150.0 0.0 9.562 -0.650 2 25.2 0.1044 0.0 11.062 1.155 Vel= 8.49 2 49.45 1.394 1 E 4.762 16.880 26.954 to 150.0 0.0 4.761 0.0 3 74.65 0.2466 0.0 21.641 5.336 Vel= 15.69 3 27.78 1.394 1T 9.523 12.460 32.290 to 150.0 0.0 9.523 0.0 4 102.43 0.4427 0.0 21.983 9.732 Vel = 21.53 4 -49.75 2.003 0.0 8.080 42.022 to 150.0 0.0 0.0 0.0 29 52.68 0.0222 0.0 8.080 0.179 Vel= 5.36 29 0.0 2.003 0.0 7.190 42.201 to 150.0 0.0 0.0 0.0 30 52.68 0.0221 0.0 7.190 0.159 Vel= 5.36 30 0.0 2.003 0.0 18.190 42.360 to 150.0 0.0 0.0 0.0 31 52.68 0.0221 0.0 18.190 0.402 Vel = 5.36 31 0.0 2.003 1 E 6.482 9.090 42.762 to 150.0 1T 12.965 19.447 0.0 32 52.68 0.0221 0.0 28.537 0.632 Vel= 5.36 32 0.0 2.003 1T 12.965 91.758 43.394 to 150.0 1 E 6.482 19.447 0.0 32A 52.68 0.0221 0.0 111.205 2.462 Vel= 5.36 32A 0.0 2.157 2E 12.307 10.542 45.856 to 120.0 1T 12.307 31.998 3.000 * Fixed loss = 3 R2 52.68 0.0233 1 B 7.384 42.540 0.992 Vel= 4.63 1 Fsp 0.0 R2 0.0 4.26 1 E 13.167 23.000 49.848 to 120.0 0.0 13.167 9.961 R1 52.68 0.0009 0.0 36.167 0.031 Vel = 1.19 R1 0.0 4.26 1T 26.334 0.500 59.840 to 120.0 0.0 26.334 0.0 5 52.68 0.0009 0.0 26.834 0.023 Vel = 1.19 5 5.74 4.26 1T 26.334 2.360 59.863 to 120.0 0.0 26.334 0.0 6 58.42 0.0010 0.0 28.694 0.030 Vel = 1.32 6 44.01 4.26 1 E 13.167 33.260 59.893 to 120.0 0.0 13.167 0.0 TOR 102.43 0.0029 0.0 46.427 0.135 Vel= 2.31 TOR 0.0 4.26 1 E 13.167 8.500 60.028 to 120.0 1 Fsp 0.0 13.167 6.681 * Fixed loss = 3 BOR 102.43 0.0029 0.0 21.667 0.063 Vel = 2.31 BOR 0.0 4.26 1Zib 0.0 0.010 66.772 to 120.0 0.0 0.0 5.616 * Fixed loss = 5.616 UG1 102.43 0.0 0.0 0.010 0.0 Vel= 2.31 UG1 0.0 4.1 1 E 14.534 6.000. 72.388 to 140.0 0.0 14.534 2.599 UG2 102.43 0.0026 0.0 20.534 0.053 Vel= 2.49 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn - UG2 0.0 4.1 1 E 14.534 40.000 75.040 to 140.0 0.0 14.534 0.0 UG3 102.43 0.0026 0.0 54.534 0.144 Vel = 2.49 UG3 0.0 8.27 4E 113.872 500.000 75.184 to 140.0 1 G 6.326 175.552 -2.166 TEST 102.43 0.0001 1T 55.354 675.552 0.059 Vel= 0.61 100.00 Qa= 100.00 202.43 73.077 K Factor= 23.68 8 24.82 1.101 0.0 1.500 25.665 K Factor=4.90 to 150.0 0.0 0.0 -0.650 9 24.82 0.1020 0.0 1.500 0.153 Vel= 8.36 9 0.0 1.394 1 E 4.762 12.410 25.168 to 150.0 0.0 4.761 0.0 10 24.82 0.0321 0.0 17.171 0.552 Vel = 5.22 10 24.63 1.394 0.0 10.720 25.720 to 150.0 0.0 0.0 0.0 2 49.45 0.1151 0.0 10.720 1.234 Vel = 10.40 0.0 49.45 26.954 K Factor= 9.52 11 24.63 1.101 1T 9.563 1.500 25.263 K Factor=4.90 to 150.0 0.0 9.562 -0.650 10 24.63 0.1001 0.0 11.062 1.107 Vel= 8.30 0.0 24.63 25.720 K Factor= 4.86 12 27.78 1.101 0.0 1.500 32.143 K Factor=4.90 to 150.0 0.0 0.0 -0.650 13 27.78 0.1253 0.0 1.500 0.188 Vel= 9.36 13 0.0 1.394 1 E 4.762 1.080 31.681 to 150.0 1T 9.523 14.284 0.0 3 27.78 0.0396 0.0 15.364 0.609 Vel = 5.84 0.0. 27.78 32.290 K Factor= 4.89 4 49.76 2.003 1 E 6.482 10.260_ 42.022 to 150.0 0.0 6.482 0.0 36 49.76 0.0199 0.0 16.742 0.333 Vel = 5.07 36 0.0 2.003 0.0 7.320 42.355 to 150.0 0.0 0.0 0.0 21 49.76 0.0199 0.0 7.320 0.146 Vel= 5.07 21 0.0 2.003 3E 19.447 145.623 42.501 to 150.0 1T 12.965 32.412 0.0 21A 49.76 0.0199 0.0 178.035 3.547 Vel= 5.07 21A 0.0 2.157 2E 12.307 10.167 46.048 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss = 3 R4 49.76 0.0210 1 Fsp 0.0 29.858 0.627 Vel= 4.37 R4 0.0 4.26 1 E 13.167 23.000 49.675 to 120.0 0.0 13.167 9.961 R3 49.76 0.0008 0.0 36.167 0.028 Vel = 1.12 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R3 0.0 4.26 1 T 26.334 0.500 59.664 to 120.0 0.0 26.334 0.0 14 49.76 0.0007 0.0 26.834 0.020 Vel = 1.12 14 -5.75 4.26 7E 92.17 250.710 59.684 to 120.0 0.0 92.170 0.0 6 44.01 0.0006 0.0 342.880 0.209 Vel = 0.99 0.0 44.01 59.893 K Factor= 5.69 14 5.74 2.003 9E 58.341 338.900 59.684 to 150.0 7T 90.753 149.094 0.0 5 5.74 0.0004 0.0 487.994 0.179 Vel= 0.58 0.0 5.74 59.863 K Factor= 0.74 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 1 wxfTime - 12 02 14 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req Delta Actual Req Delta ID K-Factor Flow Flow Flow Press Press. Press 1 4 900 25 20 25 20 0.00 26.449 Pt 26 449 0.000 8 4 900 24 82 17 . 00 7.82 25. 665 Pt 12.037 13.628 11 4 900 24 63 13. 80 10 83 25 263 Pt 7.932 17 331 12 4 900 27 78 25.30 2 48 32 143 Pt 26 659 5 484 Total K Factors 4 Total Fixed Flows 0 Sum Actual Flow. 102 43 Sum Required Flow 81 30 Sum Delta Flow 21. 13 Max Delta Flow . . . 10 83 Max Delta Pressure 17.331 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres Pres Pres 1 <- 2 1 101 26 449 1 154 -0 650 25 20 8 49 2 <- 3 1 394 26 954 5 336 0 000 74. 65 15 69 3 <- 4 1 .394 32 290 9 732 0.000 102 . 43 21.53 4 <- 29 2 003 42 022 0 179 0.000 52 68 5 36 29 <- 30 2 003 42 201 0 159 0 000 52 . 68 5 36 30 <- 31 2 .003 42 . 360 0 403 0 000 52. 68 5 36 31 <- 32 2.003 42 .763 0 632 0 000 1 52. 68 5 36 32 <- 32A 2.003 43.394 2 . 462 0 000 52 68 5.36 32A <- R2 2 157 45 856 0 992 3 000 52 68 4 . 62 R2 <- R1 4 .260 49 849 0 031 9 961 52 68 1 19 Rl <- 5 4.260 59 841 0.023 0 000 52. 68 1. 19 5 <- 6 4 260 59 863 0 029 0 000 58 . 42 1 32 6 <- TOR 4 260 59 893 0. 135 0 000 102. 43 2 .31 TOR <- BOR 4 260 60 027 0. 063 6 681 102 .43 2.31 BOR <- UG1 4 260 66 772 0.000 5 616 102. 43 2 31 UG1 <- UG2 4.100 72 388 0.054 2 599 102 43 2 49 UG2 <- UG3 4 .100 75 040 0 143 0.000 102 43 2 49 UG3 <- TEST 8.270 75 184 0 058 -2 165 102 .43 0 61 8 <- 9 1 101 25 665 0 152 -0.650 24 82 8 37 9 <- 10 1 394 25 168 0 552 0 000 24 .82 5 22 10 <- 2 1 394 25 720 1.234 0.000 49.45 10 40 11 <- 10 1 101 25.263 1 106 -0.650 24 63 8 .30 12 <- 13 1.101 32 143 0. 187 -0 650 27 78 9 36 13 <- 3 1 394 31 681 0. 608 0 000 27 78 5 84 4 <- 36 2 003 42 022 0.334 0 000 49 76 5 07 36 <- 21 2 003 42 355 0. 146 0.000 49 76 5 07 21 <- 21A 2 003 42 501 3.547 0 000 -49.76 5.07 - 21A <- R4 2 157 46 048 0. 627 3.000 49.76 4 37 R4 <- R3 4 260 49. 675 0.028 9.961 49.76 1 12 R3 <- 14 4.260 59 664 0 .020 0.000 49.76 1 .12 14 <- 6 4 260 59 684 0.209 0 000 44 01 0.99 14 <- 5 2.003 59.684 0.179 0.000 5 74 0 58 2 Pipe with highest velocity 3 - 4 (21.533) Water Supply Summary @ Point TEST Total Flow From Water Supply Curve 202 433 Pressure From Water Supply Curve 89 753 System Pressure Demand At Supply Curve 73.077 Safety Margin at Supply Curve 16 676 3 OG . _ _ Fire Protection by Computer Design f A E' OyZ „ LIC.NO. r %ff 9 to ALLSTATE FIRE SYSTEMS �y 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building 3RD FLOOR ELEV. LOBBY Location 200 DEMING STREET SOUTH WINDSOR, CT. System 2 Contract Data File RES CALC AREA 2.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hvdraulic Design Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 3RD FLOOR ELEV. LOBBY System No - 2 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-3 Construction ( ) Combustible (X) Non-Combustible Ceiling Height - 810 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz Gp ( ) 1 ( ) 2 ( ) 3 ( ). Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1012 System Type Sprinkler/Nozzle Density - 10 (X) Wet Make TYCO D Area Per Sprinkler - 252 ( ) Dry Model RFII E Elevation at Highest Outlet - 31 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp Rat 155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 294 363 Press Required - 50 388 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap. - T Time of Test - Rated Cap - Elev.- E Static Press - 90 @ Press - R Residual Press - 70 Elev - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location O Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf O C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: __ I Nater Supply Curve (C) \LLSTATE FIRE SYSTEMS Page 2 fHE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 - Elevation 13.426 C2-Residual Pressure: 70 D2-System Flow 194.363 C2-Residual Flow 2176 D2-System Pressure 50.388 Hose( Demand) 100 D3-System Demand 294.363 Safety Margin 39.118 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 C2 u 70 R 60 D2 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 'ittings Used Summary 11-STATE FIRE SYSTEMS Page 3 'HE RESIDENCE AT WINDSOR FARMS Date itting Legend ,bbrev. Name '/2 3/. 1 1Y. 1'/z 2 2'/ 3 3Y] 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 sp Flow Switch Potter VS Fitting generates a Fixed Loss Based on Flow i NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow lnits Summary )iameter Units Inches ength Units Feet 'low Units US Gallons per Minute 'ressure Units Pounds per Square Inch lote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. :quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors f 120 except as noted with * The fittings marked with a*show equivalent lengths values upplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation )r CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 - Pressure / Flow Summary- STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 15 31.0 5.6 7.0 na 14.82 0.1 101 7.0 16 32.5 6.41 na 17 32.5 7.28 na 18 32.5 7.72 na 19 32.5 9.66 na 20 32.5 9.94 na 21 32.5 11.56 na 21A 32.5 22.77 na R4 32.5 27.75 na R3 9.5 37.8 na 14 9.5 37.87 na 6 9.5 38.53 na TOR 9.5 38.97 na BOR 1.0 45.85 na UG1 1.0 49.12 na UG2 -5.0 51.89 na UG3 -5.0 52.36 na TEST 0.0 50.39 na 100.0 22 31.0 5.6 7.28 na 15.11 0.1 76 7.0 23 32.5 6.69 na 24 31.0 5.6 7.68 na 15.52 0.1 56 7.0 25 32.5 7.1 na 26 31.0. 5.6 9.99 na 17.7 0.1 148 7.0 27 31.0 5.6 10.58 na 18.21 0.1 159 7.0 28 32.5 10.01 na 4 32.5 11.51 na 29 32.5 11.56 na 30 32.5 11.67 na 31 32.5 12.22 na 32 32.5 13.63 na 32A 32.5 21.94 na R2 32.5 28.28 na R1 9.5 38.35 na 5 9.5 38.43 na 33 31.0 5.6 10.8 na 18.4 0.1 65 7.0 34 32.5 10.24 na 35 32.5 10.68 na 36 32.5 11.5 na 37 31.0 5.6 10.69 na 18.31 0.1 93 7.0 38 31.0 5.6 10.73 na 18.35 0.1 121 7.0 39 32.5 10.17 na 40 31.0 5.6 11.11 na 18.67 0.1 41 7.0 41 32.5 10.55 na 42 31.0 5.6 11.21 na 18.75 0.1 122 7.0 43 32.5 10.65 na 44 31.0 5.6 13.44 na 20.53 0.1 118 7.0 45 32.5 12.9 na The maximum velocity is 10.35 and it occurs in the pipe between nodes 32 and 32A Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"`***" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 14.82 1.101 0.0 1.500 7.000 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 16 14.82 0.0393 0.0 1.500 0.059 Vel= 4.99 16 0.0 1.101 2E 7.65 14.540 6.409 to 150.0 0.0 7.650 0.0 17 14.82 0.0391 0.0 22.190 0.867 Vel = 4.99 17 15.10 1.394 0.0 9.670 7.276 to 150.0 0.0 0.0 0.0 18 29.92 0.0454 0.0 9.670 0.439 Vel = 6.29 18 15.52 1.394 1 E 4.762 5.470 7.715 to 150.0 1 T 9.523 14.284 0.0 19 45.44 0.0985 0.0 19.754 1.945 Vel= 9.55 19 0.0 1.598 0.0 5.530 9.660 to 150.0 0.0 0.0 0.0 20 45.44 0.0505 0.0 5.530 0.279 Vel = 7.27 20 17.70 1.598 1 T 11.656 5.730 9.939 to 150.0 0.0 11.656 0.0 21 63.14 0.0931 0.0 17.386 1.618 Vel = 10.10 21 29.56 2.003 3E 19.447 145.623 11.557 to 150.0 1 T 12.965 32.412 0.0 21A 92.7 0.0630 0.0 178.035 11.214 Vel = 9.44 21A 0.0 2.157 2E 12.307 10.167 22.771 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss = 3 R4 92.7 0.0663 1 Fsp 0.0 29.858 1.981 Vel = 8.14 R4 0.0 4.26 1 E 13.167 23.000 27.752 to 120.0 0.0 13.167 9.961 R3 92.7 0.0024 0.0 36.167 0.087 Vel= 2.09 R3 0.0 4.26 1 T 26.334 0.500 37.800 to 120.0 0.0 26.334 0.0 14 92.7 0.0024 0.0 26.834 0.065 Vel = 2.09 14 -10.65 4.26 7E 92.17 250.710 37.865 to 120.0 0.0 92.170 0.0 6 82.05 ' 0.0019 0.0 342.880 0.660 Vel = 1.85 6 112.31 4.26 1 E 13.167 33.260 38.525 to 120.0 0.0 13.167 0.0 TOR 194.36 0.0095 0.0 46.427 0.441 Vel = 4.37 TOR 0.0 4.26 1 E 13.167 8.500 38.966 to 120.0 1 Fsp 0.0 13.167 6.681 * Fixed loss = 3 BOR 194.36 0.0095 0.0 21.667 0.206 Vel = 4.37 BOR 0.0 4.26 1Zib 0.0 0.010 45.853 to 120.0 0.0 0.0 3.266 * Fixed loss = 3.266 UG1 194.36 0.0 0.0 0.010 0.0 Vel = 4.37 UG1 0.0 4.1 1 E 14.534 6.000 49.119 to 140.0 0.0 14.534 2.599 UG2 194.36 0.0086 0.0 20.534 0.176 Vel = 4.72 UG2 0.0 4.1 1 E 14.534 40.000 51.894 to 140.0 0.0 14.534 0.0 UG3 194.36 0.0086 0.0 54.534 0.469 Vel = 4.72 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG3 0.0 8.27 4E 113.872 500.000 52.363 to 140.0 1 G 6.326 175.552 -2.166 TEST 194.36 0.0003 1T 55.354 675.552 0.191 Vel = 1.16 100.00 Qa= 100.00 294.36 50.388 K Factor= 41.47 22 15.11 1.101 0.0 1.500 7.277 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 23 15.11 0.0407 0.0 1.500 0.061 Vel = 5.09 23 0.0 1.101 1 E 3.825 1.130 6.688 to 150.0 1T 9.563 13.387 0.0 17 15.11 0.0405 0.0 14.517 0.588 Vel= 5.09 0.0 15.11 7.276 K Factor= 5.60 24 15.52 1.101 0.0 1.500 7.683 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 25 15.52 0.0427 0.0 1.500 0.064 Vel = 5.23 25 0.0 1.101 1 E 3.825 1.130 7.097 to 150.0 1T 9.563 13.387 0.0 18 15.52 0.0426 0.0 14.517 0.618 Vel= 5.23 0.0 15.52 7.715 K Factor= 5.59 26 17.70 1.101 1T 9.563 1.500 9.989 K Factor=5.60 to 150.0 0.0 9.562 -0.650 20 17.7 0.0542 0.0 11.062 0.600 Vel = 5.96 0.0 17.70 9.939 K Factor= 5.61 27 18.21 1.101 0.0 1.500 10.578 K Factor=5.60 to 150.0 0.0 0.0 -0.650 28 18.21 0.0573 0.0 1.500 0.086 Vel= 6.14 28 0.0 1.101 1 E 3.825 3.200 10.014 to 150.0 2T 19.125 22.951 0.0 4 18.21 0.0572 0.0 26.151 1.496 Vel= 6.14 4 7.16 2.003 0.0 8.080 11.510 to 150.0 0.0 0.0 0.0 29 25.37 0.0057 0.0 8.080 0.046 Vel= 2.58 29 18.67 2.003 0.0 7.190 11.556 to 150.0 0.0 0.0 0.0 30 44.04 0.0160 0.0 7.190 0.115 Vel= 4.48 30 18.34 2.003 0.0 18.190 11.671 to 150.0 0.0 0.0 0.0 31 62.38 0.0303 0.0 18.190 0.551 Vel= 6.35 31 18.76 2.003 1 E 6.482 9.090 12.222 to 150.0 1T 12.965 19.447 0.0 32 81.14 0.0492 0.0 28.537 1.404 Vel= 8.26 32 20.53 2.003 1 E 6.482 91.758 13.626 to 150.0 1T 12.965 19.447 0.0 32A 101.67 0.0747 0.0 111.205 8.310 Vel= 10.35 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 32A 0.0 2.157 2E 12.307 10.542 21.936 to 120.0 IT 12.307 31.998 3.000 * Fixed loss = 3 R2 101.67 0.0787 1 B 7.384 42.540 3.349 Vel = 8.93 1 Fsp 0.0 R2 0.0 4.26 1 E 13.167 23.000 28.285 to 120.0 0.0 13.167 9.961 R1 101.67 0.0029 0.0 36.167 0.104 Vel= 2.29 R1 0.0 4.26 IT 26.334 0.500 38.350 to 120.0 0.0 26.334 0.0 5 101.67 0.0028 0.0 26.834 0.076 Vel = 2.29 5 10.65 4.26 IT 26.334 2.360 38.426 to 120.0 0.0 26.334 0.0 6 112.32 0.0035 0.0 28.694 0.099 Vel = 2.53 0.0 112.32 38.525 K Factor= 18.10 33 18.40 1.101 0.0 1.500 10.797 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 34 18.4 0.0587 0.0 1.500 0.088 Vel= 6.20 34 0.0 1.101 1 E 3.825 3.820 10.235 to 150.0 0.0 3.825 0.0 35 18.4 0.0583 0.0 7.645 0.446 Vel= 6.20 35 18.31 1.394 IT 9.523 2.840 10.681 to 150.0 0.0 9.523 0.0 36 36.71 0.0663 0.0 12.363 0.820 Vel = 7.72 36 -7.16 2.003 0.0 7.320 11.501 to 150.0 0.0 0.0 0.0 21 29.55 0.0077 0.0 7.320 0.056 Vel= 3.01 0.0 29.55 11.557 K Factor= 8.69 37 18.31 1.101 1T 9.563 1.500 10.691 K Factor= 5.60 to 150.0 0.0 9.562 -0.650 35 18.31 0.0579 0.0 11.062 0.640 Vel= 6.17 0.0 18.31 10.681 K Factor= 5.60 36 7.16 2.003 1 E 6.482 10.260 11.501 to 150.0 0.0 6.482 0.0 4 7.16 0.0005 0.0 16.742 0.009 Vel = 0.73 0.0 7.16 11.510 K Factor= 2.11 38 18.35 1.101 0.0 1.500 10.732 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 39 18.35 0.0587 0.0 1.500 0.088 Vel= 6.18 39 0.0 1.101 1 E 3.825 2.930 10.170 to 150.0 2T 19.125 22.951 0.0 30 18.35 0.0580 0.0 25.881 1.501 Vel= 6.18 0.0 18.35 11.671 K Factor= 5.37 40 18.67 1.101 0.0 1.500 11.112 K Factor=5.60 to 150.0 0.0 0.0 -0.650 41 18.67 0.0600 0.0 1.500 0.090 Vel= 6.29 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 0.0 1.101 1 E 3.825 3.380 10.552 to 150.0 1 T 9.563 13.387 0.0 29 18.67 0.0599 0.0 16.767 1.004 Vel= 6.29 0.0 18.67 11.556 K Factor= 5.49 42 18.75 1.101 0.0 1.500 11.213 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 43 18.75 0.0607 0.0 1.500 0.091 Vel= 6.32 43 0.0 1.101 1 E 3.825 3.000 10.654 to 150.0 2T 19.125 22.951 0.0 31 18.75 0.0604 0.0 25.951 1.568 Vel= 6.32 0.0 18.75 12.222 K Factor= 5.36 44 20.53 1.101 0.0 1.500 13.439 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 45 20.53 0.0720 0.0 1.500 0.108 Vel = 6.92 45 0.0 1.101 2E 7.65 2.570 12.897 to 150.0 0.0 7.650 0.0 32 20.53 0.0713 0.0 10.220 0.729 Vel= 6.92 0.0 20.53 13.626 K Factor= 5.56 14 10.65 2.003 9E 58.341 338.900 37.865 to 150.0 7T 90.753 149.094 0.0 5 10.65 0.0011 0.0 487.994 0.561 Vel= 1.08 0.0 10.65 38.426 K Factor= 1.72 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 2 wxfTime - 12 06 48 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req Delta Actual Req Delta ID K-Factor Flow Flow Flow. Press. Press. Press 15 5. 600 14.82 14 .82 0 .00 7 000 Pt 7 000 0 000 22 5. 600 15 11 14.82 0.29 7.277 Pt 7.000 0.277 24 5 600 15 52 14 .82 0.71 7 683 Pt 7 000 0 683 26 5. 600 17 70 14 82 2 . 88 9. 989 Pt 7 000 2.989 27 5 600 18 21 15 90 2 31 10.578 Pt 8 062 2 516 33 5 600 18 40 14.82 3 58 10.797 Pt 7 000 3 797 37 5 600 18 31 14.82 3. 49 10. 691 Pt 7 000 3. 691 38 5. 600 18 .35 14 .82 3.53 10 732 Pt 7 000 3 732 40 5. 600 18 . 67 14 82 3.85 11.112 Pt 7 000 4 .112 42 5 600 18 .75 14 82 3. 94 11 213 Pt 7 000 4 213 44 5 600 20 53 14 82 5 71 13.439 Pt 7.000 6 439 Total K Factors. 11 Total Fixed Flows 0 Sum Actual Flow 194.36 Sum Required Flow 164.06 Sum Delta Flow . . . 30.30 Max Delta Flow . . . 5.71 Max Delta Pressure 6 439 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres. Pres . 1 Pres 15 <- 16 1 101 7 000 0 059 -0 650 14 82 4.99 16 <- 17 1 101 6 409 0.867 0 000 14 .82 4 99 17 <- 18 1 394 7 276 0.439 0 000 29.92 6 29 18 <- 19 1 394 7 715 1 944 0. 000 45 44 9. 55 19 <- 20 1 .598 9. 660 0 280 0. 000 45 44 7 ._27 20 <- 21 1 598 '9 939 1 617 0 000 63 14 10 10 21 <- 21A 2 003 11 557 11 214 0.000 92 70 9 44 21A <- R4 2 .157 22 771 1 981 3 000 92 70 8 14 R4 <- R3 4 .260 27.752 0 087 9. 961 92 70 2 09 R3 <- 14 4 .260 37 800 0 065 0 000 92 70 2 09 14 <- 6 4 260 37 865 0 660 0. 000 82..05 1.85 6 <- TOR 4 260 38 525 0 441 0 000 194 36 4 38 TOR <- BOR 4 260 38 966 0 206 6. 681 194 36 4 38 BOR <- UG1 4 260 45 853 0 000 3.266 194 36 4.38 UG1 <- UG2 4 100 49 119 0 177 2 599 194 36 4 72 UG2 <- UG3 4 100 51 894 0 469 0 000 194 36 4 72 UG3 <- TEST 8 270 52 363 0 191 -2 165 194 36 1 16 22 <- 23 1 101 7 277 0 061 -0 650 15.11 5 09 23 <- 17 1 .101 6 688 0 588 0 000 15. 11 5 09 24 <- 25 1 101 7 683 0 064 -0 650 15.52 5 23 25 <- 18 1 10'l 7 097 0 618 0. 000 15.52 5 23 26 <- 20 1 101 9 989 0. 600 -0 650 17.70 5. 96 27 <- 28 1 .101 10 578 0 086 -0. 650 18 .21 6. 14 28 <- 4 1 101 10.014 1 496 0 000 18 21 6 14 4 <- 29 2 003 11 510 0 046 0. 000 25 37 2.58 29 <- 30 2 .003 11.557 0.114 0.000 2 44 .04 4 48 30 <- 31 2 003 11 671 0 551 0 000 62 38 6 35 31 <- 32 2.003 12 222 1 405 0 000 81. 14 8 .26 32 <- 32A 2 003 13 626 8 310 0.000 101 67 10.35 32A <- R2 2.157 21 936 3 349 3 000 101. 67 8 93 R2 <- R1 4 260 28 .285 0. 104 9.961 101 67 2 29 Rl <- 5 4 260 38.350 0.077 0 .000 101. 67 2 29 5 <- 6 4 260 38 .426 0 099 0 000 112 32 2 53 33 <- 34 1 101 10.797 0 087 -0. 650 18 40 6 20 34 <- 35 1 101 10 235 0 446 0.000 18 .40 6 20 35 <- 36 1 394 10 681 0 820 0 000 36 71 7 72 36 <- 21 2 003 11 501 0.056 0 000 29 55 3 01 37 <- 35 1 101 10. 691 0 639 -0 650 18 .31 6 17 36 <- 4 2 003 11 501 0 009 0 000 7 . 16 0.73 38 <- 39 1 101 10.732 0.087 -0. 650 18 .35 6 18 39 <- 30 1 101 10 170 1.501 0.000 18 35 6 18 40 <- 41 1 101 11.112 0.090 -0. 650 18 . 67 6.29 41 <- 29 1 101 10.552 1.004 0.000 18 67 6 29 42 <- 43 1 101 11 213 0 091 -0 650 18 75 6 32 43 <- 31 1 101 10 654 1 567 0 000 18 .75 6 32 44 <- 45 1 101 13. 439 0 107 -0. 650 20 53 6 92 45 <- 32 1 101 12 897 0 730 0.000 20 53 6 92 14 <- 5 2 003 37 865 0 561 0.000 10 65 1 08 Pipe with highest velocity 32 - 32A (10.352) Water Supply Summary @ Point TEST Total Flow From Water Supply Curve . . . . . . 294 363 3 Pressure From Water Supply Curve 89 506 System Pressure Demand At Supply Curve 50.388 Safety Margin at Supply Curve 39 118 ' II 4 f r 7� O . _ _ Fire Protection by Computer Design ,4 sy UC. T „MQFi 9 i. ALLSTATE FIRE SYSTEMS ' 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building 1ST FLOOR KITCHEN Location 200 DEMING STREET SOUTH WINDSOR, CT. System 3 Contract Data File RES CALC AREA 3.wxf r ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 1ST FLOOR KITCHEN System No - 3 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-1 Construction ( ) Combustible (X) Non-Combustible Ceiling Height - 810 Occupancy - ORDINARY HAZARD GROUP 1 S (X) NFPA 13 ( ) Lt. Haz Ord Haz Gp (X) 1 ( ) 2 ( ) 3 ( ) Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 925 System Type Sprinkler/Nozzle Density - 15 (X) Wet Make TYCO D Area Per Sprinkler - 100 ( ) Dry Model RFII E Elevation at Highest Outlet - 10 33 ( ) Deluge Size 1/2" S Hose Allowance .- Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp Rat 155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 458 715 Press Required - 46 793 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev.- E Static Press - 90 @ Press - R Residual Press - 70 Elev - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location 0 Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf 0 C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: ater Supply Curve (C) LLSTATE FIRE SYSTEMS Page 2 HE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 3.465 C2-Residual Pressure: 70 D2-System Flow 208.715 C2-Residual Flow 2176 D2-System Pressure 46.793 Hose( Demand ) 250 D3-System Demand 458.715 Safety Margin 42.084 150 140 130 p 120 R 110 E 100 C1 S 90 S 80 C2 U 70 R 60 E 50 40 3 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ittings Used Summary LLSTATE FIRE SYSTEMS Page 3 HE RESIDENCE AT WINDSOR FARMS Date itting Legend bbrev. Name % '/, 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 sp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow nits Summary iameter Units Inches ength Units Feet low Units US Gallons per Minute ressure Units Pounds per Square Inch ote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors f 120 except as noted with * The fittings marked with a*show equivalent lengths values upplied by manufacturers based on specific pipe diameters and CFactors and they require no djustment. All values for fittings not marked with a *will be adjusted in the calculation or CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 r Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 46 8.0 5.6 7.17 na 15.0 0.15 100 7.0 47 10.33 6.26 na 48 10.0 7.15 na 49 10.0 8.17 na 50 10.0 9.11 na 51 10.0 10.8 na 52 10.0 17.99 na 14A 9.5 30.08 na 14 9.5 34.22 na 6 9.5 34.67 na TOR 9.5 35.17 na BOR 1.0 42.08 na UG1 1.0 45.41 na' UG2 -5.0 48.21 na UG3 -5.0 48.74 na TEST 0.0 46.79 na 250.0 53 8.0 5.6 7.23 na 15.06 0.15 93 7.0 54 10.33 6.32 na 55 10.0 7.21 na 56 8.0 5.6 7.2 na 15.03 0.15 66 7.0 57 10.33 6.28 na 58 8.0 5.6 7.26 na 15.09 0.15 67 7.0 59 10.33 6.34 na 60 8.0 5.6 9.18 na 16.97 0.15 93 7.0 61 10.0 8.41 na 62 8.0 5.6 10.75 na 18.36 0.15 98 7.0 63 10.0 10.0 na 64 10.0 18A9 na 65 10.0 19.3 na 5A 9.5 25.42 na 5 9.5 34.51 na 66 8.0 5.6 9.49 na 17.25 0.15 99 7.0 67 10.33 8.6 na 68 10.0 9.81 na 69 10.0 10.17 na 70 10.0 11.18 na 71 10.0 12.52 na 72 8.0 5.6 9.59 na 17.35 0.15 96 7.0 73 10.33 8.71 na 74 8.0 5.6 9.9 na 17.62 0.15 96 7.0 75 10.33 9.02 na 76 8.0 5.6 10.82 na 18.42 0.15 96 7.0 77 10.33 9.95 na 78 8.0 5.6 12.03 na 19.42 0.15 72 7.0 79 10.33 11.17 na , 80 8.0 5.6 17.1 na 23.16 0.15 96 7.0 81 10.33 16.3 na 82 10.0 18.28 na 83 10.0 18.45 na The maximum velocity is 20.08 and it occurs in the pipe between nodes 51 and 52 r Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 46 15.00 1.101 0.0 2.330 7.175 K Factor=5.60 to 150.0 0.0 0.0 -1.009 47 15.0 0.0399 0.0 2.330 0.093 Vel = 5.05 47 0.0 1.101 3E 11.475 7.190 6.259 to 150.0 0.0 11.475 0.143 48 15.0 0.0400 0.0 18.665 0.746 Vel = 5.05 48 15.03 1.394 1 E 4.762 8.130 7.148 to 150.0 1 T 9.523 14.284 0.0 49 30.03 0.0457 0.0 22.414 1.024 Vel = 6.31 49 30.14 1.394 0.0 5.670 8.172 to 150.0 0.0 0.0 0.0 50 60.17 0.1656 0.0 5.670 0.939 Vel= 12.65 50 16.97 1.394 0.0 6.460 9.111 to 150.0 0.0 0.b 0.0 51 77.14 0.2619 0.0 6.460 1.692 Vel= 16.22 51 18.36 1.394 1 T 9.523 8.950 10.803 to 150.0 0.0 9.523 0.0 52 95.5 0.3889 0.0 18.473 7.184 Vel = 20.08 52 -29.20 2.003 5T 64.823 259.865 17.987 to 150.0 4E 25.929 90.752 0.217 14A 66.3 0.0339 0.0 350.617 11.881 Vel = 6.75 14A 0.0 2.157 2E 12.307 12.125 30.085 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss = 3 14 66.3 0.0357 1 Fsp 0.0 31.816 1.135 Vel= 5.82 14 0.0 4.26 7E 92.17 250.710 34.220 to 120.0 0.0 92.170 0.0 6 66.3 0.0013 0.0 342.880 0.446 Vel = 1.49 6 142.42 4.26 1 E 13.167 33.260 34.666 to 120.0 0.0 13.167 0.0 TOR 208.72 0.0108 0.0 46.427 0.502 Vel = 4.70 TOR 0.0 4.26 1 E 13.167 8.500 35.168 to 120.0 1 Fsp 0.0 13.167 6.681 * Fixed loss = 3 BOR 208.72 0.0108 0.0 21.667 0.235 Vel = 4.70 BOR 0.0 4.26 1Zib 0.0 0.010 42.084 to 120.0 0.0 0.0 3.321 * Fixed loss =3.321 UG1 208.72 0.1000 0.0 0.010 0.001 Vel = 4.70 UG1 0.0 4.1 1 E 14.534 6.000 45.406 to 140.0 0.0 14.534 2.599 UG2 208.72 0.0098 0.0 20.534 0.201 Vel = 5.07 UG2 0.0 4.1 1 E 14.534 40.000 48.206 to 140.0 0.0 14.534 0.0 UG3 208.72 0.0098 0.0 54.534 0.535 Vel = 5.07 UG3 0.0 8.27 4E 113.872 500.000 48.741 to 140.0 1 G 6.326 175.552 -2.166 TEST 208.72 0.0003 1T 55.354 675.552 0.218 Vel= 1.25 250.00 Qa= 250.00 458.72 46.793 K Factor= 67.06 53 15.06 1.101 0.0 2.330 7.231 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 54 15.06 0.0403 0.0 2.330 0.094 Vel = 5.08 r Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'"*'' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 54 0.0 1.101 3E 11.475 7.230 6.316 to 150.0 0.0 11.475 0.143 55 15.06 0.0403 0.0 18.705 0.753 Vel = 5.08 55 15.09 1.394 1 E 4.762 6.570 7.212 to 150.0 1T 9.523 14.284 0.0 49 30.15 0.0460 0.0 20.854 0.960 Vel= 6.34 0.0 30.15 8.172 K Factor= 10.55 56 15.03 1.101 0.0 2.330 7.200 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 57 15.03 0.0399 0.0 2.330 0.093 Vel= 5.06 57 0.0 1.101 2E 7.65 0.750 6.284 to 150.0 IT 9.563 17.212 0.143 48 15.03 0.0401 0.0 17.962 0.721 Vel = 5.06 0.0 15.03 7.148 K Factor= 5.62 58 15.09 1.101 0.0 2.330 7.260 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 59 15.09 0.0403 0.0 2.330 0.094 Vel= 5.09 59 0.0 1.101 2E 7.65 0.710 6.345 to 150.0 IT 9.563 17.212 0.143 55 15.09 0.0404 0.0 17.922 0.724 Vel= 5.09 0.0 15.09 7.212 K Factor= 5.62 60 16.97 1.101 0.0 2.000 9.180 K Factor= 5.60 to 150.0 0.0 0.0 -0.866 61 16.97 0.0500 0.0 2.000 0.100 Vel= 5.72 61 0.0 1.101 1 E 3.825 0.500 8.414 to 150.0 IT 9.563 13.387 0.0 50 16.97 0.0502 0.0 13.887 0.697 Vel = 5.72 0.0 16.97 9.111 K Factor= 5.62 62 18.36 1.101 0.0 2.000 10.747 K Factor= 5.60 to 150.0 0.0 0.0 -0.866 63 18.36 0.0580 0.0 2.000 0.116 Vel = 6.19 63 0.0 1.101 1 E 3.825 0.500 9.997 to 150.0 IT 9.563 13.387 0.0 51 18.36 0.0580 0.0 13.887 0.806 Vel= 6.19 0.0 18.36 10.803 K Factor= 5.59 52 29.19 2.003 0.0 14.350 17.987 to 150.0 0.0 0.0 0.0 64 29.19 0.0074 0.0 14.350 0.106 Vel = 2.97 64 90.07 2.003 0.0 12.000 18.093 to 150.0 0.0 0.0 0.0 65 119.26 0.1004 0.0 - 12.000 1.205 Vel = 12.14 65 23.15 2.003 1 C 1.296 31.060 19.298 to 150.0 10 10.0 11.296 0.217 5A 142.41 0.1394 0.0 42.356 5.904 Vel = 14.50 r Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5A 0.0 2.157 4E 24.613 9.500 25.419 to 120.0 1 B 7.384 31.997 3.000 *Fixed loss = 3 5 142.41 0.1468 1 Fsp 0.0 41.497 6.093 Vel= 12.50 5 0.0 4.26 1 T 26.334 2.360 34.512 to 120.0 0.0 26.334 0.0 6 142.41 0.0054 0.0 28.694 0.154 Vel= 3.21 0.0 142.41 34.666 K Factor= 24.19 66 17.25 1.101 0.0 2.330 9.488 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 67 17.25 0.0515 0.0 2.330 0.120 Vel= 5.81 67 0.0 1.101 3E 11.475 9.160 8.599 to 150.0 0.0 11.475 0.143 68 17.25 0.0518 0.0 20.635 1.068 Vel = 5.81 68 17.35 1.394 0.0 6.000 9.810 to 150.0 0.0 0.0 0.0 69 34.6 0.0595 0.0 6.000 0.357 Vel= 7.27 69 17.62 1.394 0.0 8.000 10.167 to 150.0 0.0 0.0 0.0 70 52.22 0.1272 0.0 8.000 1.018 Vel = 10.98 70 18.42 1.394 0.0 6.000 11.185 to 150.0 0.0 0.0 0.0 71 70.64 0.2225 0.0 6.000 1.335 Vel= 14.85 71 19.42 1.394 1T 9.523 6.450 12.520 to 150.0 0.0 9.523 0.0 64 90.06 0.3489 0.0 15.973 5.573 Vel = 18.93 0.0 90.06 18.093 K Factor= 21.17 72 17.35 1.101 0.0 2.330 9.594 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 73 17.35 0.0524 0.0 2.330 0.122 Vel= 5.85 73 0.0 1.101 2E 7.65 1.160 8.707 to 150.0 IT 9.563 17.212 0.143 68 17.35 0.0523 0.0 18.372 0.960 Vel = 5.85 0.0 17.35 9.810 K Factor= 5.54 74 17.62 1.101 0.0 2.330 9.900 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 75 17.62 0.0541 0.0 2.330 0.126 Vel= 5.94 75 0.0 1.101 2E 7.65 1.500 9.017 to 150.0 IT 9.563 17.212 0.143 69 17.62 0.0538 0.0 18.712 1.007 Vel = 5.94 0.0 17.62 10.167 K Factor= 5.53 76 18.42 1.101 0.0 2.330 10.821 K Factor=5.60 to 150.0 0.0 0.0 -1.009 77 18.42 0.0584 0.0 2.330 0.136 Vel= 6.21 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn" 77 0.0 1.101 2E 7.65 1.500 9.948 to 150.0 1 T 9.563 17.212 0.143 70 18.42 0.0585 0.0 18.712 1.094 Vel= 6.21 0.0 18.42 11.185 K Factor= 5.51 78 19.42 1.101 0.0 2.330 12.030 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 79 19.42 0.0648 0.0 2.330 0.151 Vel= 6.54 79 0.0 1.101 2E 7.65 1.500 11.172 fo 150.0 1 T 9.563 17.212 0.143 71 19.42 0.0644 0.0 18.712 1.205 Vel = 6.54 0.0 19.42 12.520 K Factor= 5.49 80 23.16 1.101 0.0 2.330 17.098 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 81 23.16 0.0893 0.0 2.330 0.208 Vel = 7.80 81 0.0 1.101 3E 11.475 9.160 16.297 to 150.0 0.0 11.475 0.143 82 23.16 0.0892 0.0 20.635 1.841 Vel = 7.80 82 0.0 1.394 0.0 6.000 18.281 to 150.0 0.0 0.0 0.0 83 23.16 0.0282 0.0 6.000 0.169 Vel = 4.87 83 0.0 1.394 1 T 9.523 20.450 18.450 to 150.0 0.0 9.523 0.0 65 23.16 0.0283 0.0 29.973 0.848 Vel = 4.87 0.0 23.16 19.298 K Factor= 5.27 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 3 wxfTime - 12 08 06 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req Delta Actual Req Delta ID K-Factor Flow Flow Flow Press. Press. Press 46 5 600 15 00 15 00 0.00 7 175 Pt 7.175 0 000 53 5 600 15.06 14 82 0.24 7 231 Pt 7.000 0 231 56 5 600 15 03 14 . 82 0 21 7 200 Pt 7 .000 0.200 58 5 600 15 09 14 82 0 27 7 260 Pt 7 000 0.260 60 5 600 16 97 14 82 2.15 9.180 Pt 7 000 2.180 62 5 600 18 36 14 82 3.54 10 747 Pt 7 000 3 747 66 5 600 17 25 14 85 2 40 9 488 Pt 7 032 2 456 72 5. 600 17.35 14 82 2.53 9 594 Pt 7.000 2 594 74 5 600 17 62 14 .82 2.80 9 900 Pt 7.000 2 900 76 5.600 18 42 14 .82 3 61 10 821 Pt 7 000 3 821 78 5 600 19 42 14 82 4 . 61 12.030 Pt 7 000 5 030 80 5 600 23 16 14 82 8 34 17 098 Pt 7 .000 10 098 Total K Factors 12 Total Fixed Flows 0 Sum Actual Flow 208 .72 Sum Required Flow. 178 .01 Sum Delta Flow 30.70 Max Delta Flow 8 34 Max Delta Pressure 10.098 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf 1 Elev/Fixed Flow Vel Point Point Pres Pres Pres 46 <- 47 1 101 7.175 0 093 -1 009 15 00 5 05 47 <- 48 1 101 6.259 0 746 0 143 15 00 5 05 48 <- 49 1 394 7 148 1 025 0 000 30 03 6 31 49 <- 50 1 394 8 173 0 938 0 000 60. 17 12 65 50 <- 51 1 394 9 111 1 692 0 000 77.14 16 22 51 <- 52 1.394 10 803 7 184 0.000 95 50 20.08 52 <- 14A 2 003 17 987 11 .881 0 217 66.30 6 75 14A <- 14 2 157 30 085 1. 136 3.000 66 30 5 82 14 <- 6 4 260 34 221 0 445 0.000 66 30 1 49 6 <- TOR 4 260 34 666 0.503 0 000 208.72 4 70 TOR <- BOR 4 260 35 168 0 235 6 681 208 72 4 70 BOR <- UG1 4 260 42 084 0 000 3.321 208 72 4 70 UG1 <- UG2 4 100 45 406 0.201 2 599 208 .72 5 07 UG2 <- UG3 4 100 48 206 0 535 0. 000 208 72 5 07 UG3 <- TEST 8 270 48 741 0.217 -2. 165 208 .72 1.25 53 <- 54 1 101 7 231 0 094 -1 009 15 06 5 07 54 <- 55 1 101 6 316 0 753 0. 143 15 06 5 07 55 <- 49 1 394 7 212 0 961 0.000 30. 15 6.34 56 <- 57 1 101 7.200 0.093 -1.009 15 03 5 06 57 <- 48 1 101 6 284 0 720 0. 143 15 03 5 06 58 <- 59 1 101 7.260 0.094 -1.009 15.09 5.08 59 <- 55 1 101 6.345 0.724 0.143 15.09 5.08 60 <- 61 1 101 9.180 0.100 -0.866 16. 97 5.72 61 <- 50 1 101 8 414 0. 697 0 000 16. 97 5.72 62 <- 63 1 101 10 747 0.116 -0.866 2 18 .36 6 19 63 <- 51 1. 101 9.997 0 806 0.000 18 36 6 19 52 <- 64 2 003 17 987 0 107 0.000 29 19 2 97 64 <- 65 2. 003 18 .093 1.205 0 000 119.26 12 14 65 <- 5A 2 003 19 298 5 904 0 217 142 41 14 50 5A <- 5 2 157 25.419 6 094 3 000 142 41 12.50 5 <- 6 4 260 34 512 0 153 0.000 142 41 3 21 66 <- 67 1 101 9.488 0 121 -1 009 17.25 5 81 67 <- 68 1 101 8.599 1.068 0.143 17 25 5 81 68 <- 69 1.394 9 810 0 357 0 000 34 59 7.27 69 <- 70 1 394 10 167 1 018 0 000 52 22 10.98 70 <- 71 1 394 11 185 1 336 0 000 70 64 14 85 71 <- 64 1.394 12.521 5 573 0.000 90 06 18. 93 72 <- 73 1 101 9.594 0 122 -1 009 17 35 5 85 73 <- 68 1 101 8 707 0 961 0. 143 17 35 5 85 74 <- 75 1 101 9 900 0 125 -1 009 17 62 5 94 75 <- 69 1.101 9 017 1.007 0 143 17 62 5 94 76 <- 77 1 101 10.821 0.136 -1.009 18 42 6 21 77 <- 70 1 101 9 948 1 094 0 143 18 . 42 6 21 78 <- 79 1 101 12 030 0 150 -1 009 19.42 , 6 55 79 <- 71 1 101 11 171 1.206 0. 143 19.42 6 55 80 <- 81 1. 101 17 098 0 208 -1.009 23.16 7.80 81 <- 82 1.101 16.297 1.841 0 143 23.16 7 80 82 <- 83 1.394 18 .281 0. 170 0 000 23 16 4.87 83 <- 65 1.394 18 . 451 0.848 0.000 23 16 4.87 Pipe with highest velocity: 51 - 52 (20. 075) 3 Water Supply Summary @ Point TEST Total Flow From Water Supply Curve 458 715 Pressure From Water Supply Curve 88 .877 System Pressure Demand At Supply Curve 46 793 Safety Margin at Supply Curve 42 084 4 -Ilk Y. O _ _ _ Fire Protection by Computer Design Gi► Sy UC.N0. t :iTFB( 9 Dt �. ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 I Job Name THE RESIDENCE AT WINDSOR FARMS Building 1ST FLOOR KITCHEN Location 200 DEMING STREET SOUTH WINDSOR, CT. System 3 Contract Data File RES CALC AREA 3.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 1ST FLOOR KITCHEN System No - 3 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-1 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 810 Occupancy - ORDINARY HAZARD GROUP 1 S (X) NFPA 13 ( ) Lt Haz Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 925 System Type Sprinkler/Nozzle Density - 15 (X) Wet Make TYCO D Area Per Sprinkler - 100 ( ) Dry Model RFII E Elevation at Highest Outlet - 10 33 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 458 715 Press Required - 46 793 Summary C-Factor Used 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev.- E Static Press - 90 @ Press - R Residual Press - 70 Elev. - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location 0 Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf 0 C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Nater Supply Curve (C) kLLSTATE FIRE SYSTEMS Page 2 FHE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 3.465 C2-Residual Pressure: 70 D2-System Flow 208.715 C2- Residual Flow 2176 D2-System Pressure 46.793 Hose( Demand) 250 D3-System Demand 458.715 Safety Margin 42.084 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 C2 U 70 R 60 E 50 40 3 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 sittings Used Summary 111-STATE FIRE SYSTEMS Page 3 'HE RESIDENCE AT WINDSOR FARMS Date 'itting Legend ,bbrev. Name '/2 '/, 1 1'/4 1'/: 2 2'/2 3 3Ys 4 5 6 8 10 12 14 16 18 20 24 1 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Roll Groove Coupling 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 'sp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 )' CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 'ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Mits Summary )iameter Units Inches .ength Units Feet 'low Units US Gallons per Minute 'ressure Units Pounds per Square Inch 4ote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. _quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors )f 120 except as noted with* The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no )djustment. All values for fittings not marked with a*will be adjusted in the calculation or CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 46 8.0 5.6 7.17 na 15.0 0.15 100 7.0 47 10.33 6.26 na 48 10.0 7.15 na 49 10.0 8.17 na 50 10.0 9.11 na 51 10.0 10.8 na 52 10.0 17.99 na 14A 9.5 30.08 na 14 9.5 34.22 na 6 9.5 34.67 na TOR 9.5 35.17 na BOR 1.0 42.08 na UG1 1.0 45.41 na' UG2 -5.0 48.21 na UG3 -5.0 48.74 na TEST 0.0 46.79 na 250.0 53 8.0 5.6 7.23 na 15.06 0.15 93 7.0 54 10.33 6.32 na 55 10.0 7.21 na 56 8.0 5.6 7.2 na 15.03 0.15 66 7.0 57 10.33 6.28 na 58 8.0 5.6 7.26 na 15.09 0.15 67 7.0 59 10.33 6.34 na 60 8.0 5.6 9.18 na 16.97 0.15 93 7.0 61 10.0 8.41 na 62 8.0 5.6 10.75 na 18.36 0.15 98 7.0 63 10.0 10.0 na 64 10.0 18.09 na 65 10.0 19.3 na 5A 9.5 25.42 na 5 9.5 34.51 na 66 8.0 5.6 9.49 na 17.25 0.15 99 7.0 67 10.33 8.6 na 68 10.0 9.81 na 69 10.0 10.17 na 70 10.0 11.18 na 71 10.0 12.52 na 72 8.0 5.6 9.59 na 17.35 0.15 96 7.0 73 10.33 8.71 na 74 8.0 5.6 9.9 na 17.62 0.15 96 7.0 75 10.33 9.02 na 76 8.0 5.6 10.82 na 18.42 0.15 96 7.0 77 10.33 - 9.95 na 78 8.0 5.6 12.03 na 19.42 0.15 72 7.0 79 10.33 11.17 na 80 8.0 5.6 17.1 na 23.16 0.15 96 7.0 81 10.33 16.3 na 82 10.0 18.28 na 83 10.0 18.45 na The maximum velocity is 20.08 and it occurs in the pipe between nodes 51 and 52 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 46 15.00 1.101 0.0 2.330 7.175 K Factor=5.60 to 150.0 0.0 0.0 -1.009 47 15.0 0.0399 0.0 2.330 0.093 Vel= 5.05 47 0.0 1.101 3E 11.475 7.190 6.259 to 150.0 0.0 11.475 0.143 48 15.0 0.0400 0.0 18.665 0.746 Vel= 5.05 48 15.03 1.394 1 E 4.762 8.130 7.148 to 150.0 IT 9.523 14.284 0.0 49 30.03 0.0457 0.0 22.414 1.024 Vel = 6.31 49 30.14 1.394 0.0 5.670 8.172 to 150.0 0.0 0.0 0.0 50 60.17 0.1656 0.0 5.670 0.939 Vel = 12.65 50 16.97 1.394 0.0 6.460 9.111 to 150.0 0.0 0.0 0.0 51 77.14 0.2619 0.0 6.460 1.692 Vel = 16.22 51 18.36 1.394 IT 9.523 8.950 10.803 to 150.0 0.0 9.523 0.0 52 95.5 0.3889 0.0 18.473 7.184 Vel = 20.08 52 -29.20 2.003 5T 64.823 259.865 17.987 to 150.0 4E 25.929 90.752 0.217 14A 66.3 0.0339 0.0 350.617 11.881 Vel = 6.75 14A 0.0 2.157 2E 12.307 12.125 30.085 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss =3 14 66.3 0.0357 1 Fsp 0.0 31.816 1.135 Vel = 5.82 14 0.0 4.26 7E 92.17 250.710 34.220 to 120.0 0.0 92.170 0.0 6 66.3 0.0013 0.0 342.880 0.446 Vet = 1.49 6 142.42 4.26 1 E 13.167 33.260 34.666 to 120.0 0.0 13.167 0.0 TOR 208.72 0.0108 0.0 46.427 0.502 Vel = 4.70 TOR 0.0 4.26 1 E 13.167 8.500 35.168 to 120.0 1 Fsp 0.0 13.167 6.681 * Fixed loss = 3 BOR 208.72 0.0108 0.0 21.667 0.235 Vel = 4.70 BOR 0.0 4.26 1Zib 0.0 0.010 42.084 to 120.0 0.0 0.0 3.321 * Fixed loss = 3.321 UG1 208.72 0.1000 0.0 0.010 0.001 Vel = 4.70 UG1 0.0 4.1 1E 14.534 6.000 45.406 to 140.0 0.0 14.534 2.599 UG2 208.72 0.0098 0.0 20.534 0.201 Vel= 5.07 UG2 0.0 4.1 1 E 14.534 40.000 48.206 to 140.0 0.0 14.534 0.0 UG3 208.72 0.0098 0.0 54.534 0.535 Vel= 5.07 UG3 0.0 8.27 4E 113.872 500.000 48.741 to 140.0 1 G 6.326 175.552 -2.166 TEST 208.72 0.0003 IT 55.354 675.552 0.218 Vel = 1.25 250.00 Qa= 250.00 458.72 46.793 K Factor= 67.06 53 15.06 1.101 0.0 2.330 7.231 K Factor=5.60 to 150.0 0.0 0.0 -1.009 54 15.06 0.0403 0.0 2.330 0.094 Vel= 5.08 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. loco, or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 54 0.0 1.101 3E 11.475 7.230 6.316 to 150.0 0.0 11.475 0.143 55 15.06 0.0403 0.0 18.705 0.753 Vel = 5.08 55 15.09 1.394 1 E 4.762 6.570 7.212 to 150.0 1T 9.523 14.284 0.0 49 30.15 0.0460 0.0 20.854 0.960 Vel= 6.34 0.0 30.15 8.172 K Factor= 10.55 56 15.03 1.101 0.0 2.330 7.200 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 57 15.03 0.0399 0.0 2.330 0.093 Vel = 5.06 57 0.0 1.101 2E 7.65 0.750 6.284 to 150.0 IT 9.563 17.212 0.143 48 15.03 0.0401 0.0 17.962 0.721 Vel = 5.06 0.0 15.03 7.148 K Factor= 5.62 58 15.09 1.101 0.0 2.330 7.260 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 59 15.09 0.0403 0.0 2.330 0.094 Vel = 5.09 59 0.0 1.101 2E 7.65 0.710 6.345 to 150.0 IT 9.563 17.212 0.143 55 15.09 0.0404 0.0 17.922 0.724 Vel = 5.09 0.0 15.09 7.212 K Factor= 5.62 60 16.97 1.101 0.0 2.000 9.180 K Factor= 5.60 to 150.0 0.0 0.0 -0.866 61 16.97 0.0500 0.0 2.000 0.100 Vel = 5.72 61 0.0 1.101 1 E 3.825 0.500 8.414 to 150.0 IT 9.563 13.387 0.0 50 16.97 0.0502 0.0 13.887 0.697 Vel = 5.72 0.0 16.97 9.111 K Factor= 5.62 62 18.36 1.101 0.0 2.000 10.747 K Factor= 5.60 to 150.0 0.0 0.0 -0.866 63 18.36 0.0580 0.0 2.000 0.116 Vel = 6.19 63 0.0 1:101 1 E 3.825 0.500 9.997 to 150.0 IT 9.563 13.387 0.0 51 18.36 0.0580 0.0 13.887 0.806 Vel = 6.19 0.0 18.36 10.803 K Factor= 5.59 52 29.19 2.003 0.0 14.350 17.987 to 150.0 0.0 0.0 0.0 64 29.19 0.0074 0.0 14.350 0.106 Vel = 2.97 64 90.07 2.003 0.0 12.000 18.093 to 150.0 0.0 0.0 0.0 65 119.26 0.1004 0.0 - 12.000 1.205 Vel = 12.14 65 23.15 2.003 1 C 1.296 31.060 19.298 to 150.0 10 10.0 11.296 0.217 5A 142.41 0.1394 0.0 42.356 5.904 Vel= 14.50 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " '*'*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5A 0.0 2.157 4E 24.613 9.500 25.419 to 120.0 1 B 7.384 31.997 3.000 * Fixed loss= 3 5 142.41 0.1468 1 Fsp 0.0 41.497 6.093 Vel= 12.50 5 0.0 4.26 1 T 26.334 2.360 34.512 to 120.0 0.0 26.334 0.0 6 142.41 0.0054 0.0 28.694 0.154 Vel= 3.21 0.0 142.41 34.666 K Factor= 24.19 66 17.25 1.101 0.0 2.330 9.488 K Factor=5.60 to 150.0 0.0 0.0 -1.009 67 17.25 0.0515 0.0 2.330 0.120 Vel= 5.81 67 0.0 1.101 3E 11.475 9.160 8.599 to 150.0 0.0 11.475 0.143 68 17.25 0.0518 0.0 20.635 1.068 Vel = 5.81 68 17.35 1.394 0.0 6.000 9.810 to 150.0 0.0 0.0 0.0 69 34.6 0.0595 0.0 6.000 0.357 Vel= 7.27 69 17.62 1.394 0.0 8.000 10.167 to 150.0 0.0 0.0 0.0 70 52.22 0.1272 0.0 8.000 1.018 Vel= 10.98 70 18.42 1.394 0.0 6.000 11.185 to 150.0 0.0 0.0 0.0 71 70.64 0.2225 0.0 6.000 1.335 Vel= 14.85 71 19.42 1.394 1 T 9.523 6.450 12.520 to 150.0 0.0 9.523 0.0 64 90.06 0.3489 0.0 15.973 5.573 Vel = 18.93 0.0 90.06 18.093 K Factor= 21.17 72 17.35 1.101 0.0 2.330 9.594 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 73 17.35 0.0524 0.0 2.330 0.122 Vel = 5.85 73 0.0 1.101 2E 7.65 1.160 8.707 to 150.0 1 T 9.563 17.212 0.143 68 17.35 0.0523 0.0 18.372 0.960 Vel= 5.85 0.0 17.35 9.810 K Factor= 5.54 74 17.62 1.101 0.0 2.330 9.900 K Factor=5.60 to 150.0 0.0 0.0 -1.009 75 17.62 0.0541 0.0 2.330 0.126 Vel= 5.94 75 0.0 1.101 2E 7.65 1.500 9.017 to 150.0 1 T 9.563 17.212 0.143 69 17.62 0.0538 0.0 18.712 1.007 Vel= 5.94 0.0 17.62 10.167 K Factor= 5.53 76 18.42 1.101 0.0 2.330 10.821 K Factor=5.60 to 150.0 0.0 0.0 -1.009 77 18.42 0.0584 0.0 2.330 0.136 Vel= 6.21 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 77 0.0 1.101 2E 7.65 1.500 9.948 to 150.0 IT 9.563 17.212 0.143 70 18.42 0.0585 0.0 18.712 1.094 Vel= 6.21 0.0 18.42 11.185 K Factor= 5.51 78 19.42 1.101 0.0 2.330 12.030 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 79 19.42 0.0648 0.0 2.330 0.151 Vel = 6.54 79 0.0 1.101 2E 7.65 1.500 11.172 to 150.0 IT 9.563 17.212 0.143 71 19.42 0.0644 0.0 18.712 1.205 Vel = 6.54 0.0 19.42 12.520 K Factor= 5.49 80 23.16 1.101 0.0 2.330 17.098 K Factor= 5.60 to 150.0 0.0 0.0 -1.009 81 23.16 0.0893 0.0 2.330 0.208 Vel = 7.80 81 0.0 1.101 3E 11.475 9.160 16.297 to 150.0 0.0 11.475 0.143 82 23.16 0.0892 0.0 20.635 1.841 Vel = 7.80 82 0.0 1.394 0.0 6.000 18.281 to 150.0 0.0 0.0 0.0 83 23.16 0.0282 0.0 6.000 0.169 Vel = 4.87 83 0.0 1.394 IT 9.523 20.450 18.450 to 150.0 0.0 9.523 0.0 65 23.16 0.0283 0.0 29.973 0.848 Vel = 4.87 0.0 23.16 19.298 K Factor= 5.27 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 3.wxfTime - 12 08 06 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req. Delta Actual Req Delta ID K-Factor Flow Flow Flow. Press Press Press 46 5 600 15.00 15 00 0 00 7 175 Pt 7.175 0 000 53 5. 600 15 06 14 82 0 24 7.231 Pt 7 000 0.231 56 5 600 15.03 14 .82 0.21 7.200 Pt 7.000 0.200 58 5 600 15 09 14 .82 0 27 7 .260 Pt 7 000 0 260 60 5 600 16 97 14 82 2 15 9.180 Pt 7 000 2 180 62 5 600 18 36 14 . 82 3 54 10 747 Pt 7.000 3.747 66 5 600 17 25 14 85 2 40 9 488 Pt 7.032 2 456 72 5 600 17 35 14 82 2.53 9 594 Pt 7 000 2.594 74 5 600 17 62 14 82 2.80 9 900 Pt 7.000 2 900 76 5 600 18.42 14 82 3. 61 10 821 Pt 7.000 3.821 78 5 600 19 42 14 82 4 . 61 12 030 Pt 7 000 5 030 80 5 600 23. 16 14 . 82 8 .34 17 098 Pt 7.000 10.098 Total K Factors 12 Total Fixed Flows 0 Sum Actual Flow 208 .72 Sum Required Flow 178 .01 Sum Delta Flow 30.70 Max Delta Flow 8 34 Max Delta Pressure 10.098 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf 1 Elev/Fixed Flow Vel Point Point Pres Pres. Pres 46 <- 47 1 101 7 175 0 093 -1 009 15.00 5 05 47 <- 48 1 101 6 259 0.746 0 143 15 00 5 05 48 <- 49 1 394 7 148 1.025 0 000 30 03 6 31 49 <- 50 1 394 8 173 0. 938 0 000 60. 17 12 65 50 <- 51 1 394 9 111 1 692 0 000 77 14 16 22 51 <- 52 1.394 10 803 7. 184 0 000 95 50 20.08 52 <- 14A 2 003 17 987 11 881 0 217 66 30 6.75 14A <- 14 2 157 30 085 1. 136 3 000 66 30 5 82 14 <- 6 4 260 34 221 0 445 0.000 66.30 1 49 6 <- TOR 4 260 34 666 0 503 0.000 208 72 4.70 TOR <- BOR 4 .260 35 168 0 235 6 681 208 72 4 70 BOR <- UG1 4 260 42 084 0.000 3 321 208.72 4 70 UG1 <- UG2 4 100 45 406 0 201 2.599 208.72 5 07 UG2 <- UG3 4 100 48 206 0.535 0 000 208 .72 5 07 UG3 <- TEST 8 270 48.741 0.217 -2 165 208 72 1.25 53 <- 54 1 101 7 231 0 094 -1 009 15.06 5.07 54 <- 55 1 101 6 316 0 753 0 143 15 06 5 07 55 <- 49 1 394 7 212 0 961 0 000 30.15 6 34 56 <- 57 1 101 7 200 0 093 -1 009 15. 03 5 06 57 <- 48 1. 101 6 284 0 720 0 143 15.03 5 06 58 <- 59 1 101 7.260 0 094 -1 009 15.09 5. 08 59 <- 55 1 101 6 345 0 724 0 143 15.09 5 08 60 <- 61 1 101 9.180 0. 100 -0 866 16 97 5 72 61 <- 50 1 101 8.414 0 697 0 000 16. 97 5 72 62 <- 63 1 101 10 747 0. 116 -0 866 2 18 36 6 19 63 <- 51 1 101 9.997 0 806 0.000 18 36 6 19 52 <- 64 2. 003 17 987 0 107 0.000 29 19 2 97 64 <- 65 2 .003 18.093 1.205 0.000 119 26 12.14 65 <- 5A 2. 003 19 298 5 904 0.217 142 41 14 50 5A <- 5 2 157 25 419 6 094 3 000 142. 41 12 50 5 <- 6 4 260 34 512 0.153 0.000 142 41 3 21 66 <- 67 1 101 9 488 0 121 -1 009 17.25 5 81. 67 <- 68 1 101 8 599 1 068 0 143 17 25 5 81 68 <- 69 1 394 9 810 0.357 0 000 34 59 7 27 69 <- 70 1 394 10 167 1 018 0 000 52 22 10. 98 70 <- 71 1 394 11 185 1.336 0 000 70 64 14 85 71 <- 64 1 394 12.521 5.573 0 000 90. 06 18 93 72 <- 73 1 101 9.594 0 122 -1 009 17 35 5 85 73 <- 68 1 101 8 707 0.961 0.143 17.35 5 85 74 <- 75 1. 101 9.900 0 125 -1 009 17. 62 5 94 75 <- 69 1.101 9 017 1.007 0 143 17 62 5 94 76 <- 77 1 101 10.821 0.136 -1.009 18 42 6 21 77 <- 70 1.101 9 948 1.094 0.143 18 42 6 21 78 <- 79 1 101 12.030 0 150 -1 009 19 42 6.55 79 <- 71 1 101 11. 171 1 206 0. 143 19.42 6.55 80 <- 81 1. 101 17.098 0 208 -1 009 23. 16 7.80 81 <- 82 1 101 16.297 1.841 0 143 23.16 7.80 82 <- 83 1 394 18 .281 0.170 0. 000 23.16 4.87 83 <- 65 1 394 18 .451 0.848 0.000 23.16 4 87 Pipe with highest velocity: 51 - 52 (20 075) 3 Water Supply Summary @ Point TEST Total Flow From Water Supply Curve . . . 458.715 Pressure From Water Supply Curve 88 .877 System Pressure Demand At Supply Curve 46.793 Safety Margin at Supply Curve. 42 084 4 <7 . OG . . . Fire Protection by Computer Design F LIC.NO.fi00 +0 ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building 3RD FLOOR ELEV. LOBBY Location 200 DEMING STREET SOUTH WINDSOR, CT. System 2 Contract Data File RES CALC AREA 2.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 3RD FLOOR ELEV. LOBBY System No - 2 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-3 Construction ( ) Combustible (X) Non-Combustible Ceiling Height - 810 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz.Gp ( ) 1 ( ) 2 ( ) 3 ( ). Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1012 System Type Sprinkler/Nozzle Density - 10 (X) Wet Make TYCO D Area Per Sprinkler - 252 ( ) Dry Model RFII E Elevation at Highest Outlet - 31 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp Rat 155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 294 363 Press Required - 50 388 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or .Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev.- E Static Press - 90 @ Press - R Residual Press - 70 Elev - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location O Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Nater Supply Curve (C) kLLSTATE FIRE SYSTEMS Page 2 'HE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 13.426 C2- Residual Pressure: 70 D2-System Flow 194.363 C2- Residual Flow 2176 D2-System Pressure 50.388 Hose( Demand ) 100 D3-System Demand 294.363 Safety Margin 39.118 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 C2 U 70 R 60 D2 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ittings Used Summary LLSTATE FIRE SYSTEMS Page 3 HE RESIDENCE AT WINDSOR FARMS Date itting Legend bbrev. Name '/2 3/, 1 1114 1% 2 2% 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 sp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow nits Summary iameter Units Inches ength Units Feet low Units US Gallons per Minute ressure Units Pounds per Square Inch ote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors f 120 except as noted with * The fittings marked with a*show equivalent lengths values upplied by manufacturers based on specific pipe diameters and CFactors and they require no djustment. All values for fittings not marked with a*will be adjusted in the calculation r CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03037 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 15 31.0 5.6 7.0 na 14.82 0.1 101 7.0 16 32.5 6.41 na 17 32.5 7.28 na 18 32.5 7.72 na 19 32.5 9.66 na 20 32.5 9.94 na 21 32.5 11.56 na 21A 32.5 22.77 na R4 32.5 27.75 na R3 9.5 37.8 na 14 9.5 37.87 na 6 9.5 38.53 na TOR 9.5 38.97 na BOR 1.0 45.85 na UG1 1.0 49.12 na UG2 -5.0 51.89 na UG3 -5.0 52.36 na TEST 0.0 50.39 na 100.0 22 31.0 5.6 7.28 na 15.11 0.1 76 7.0 23 32.5 6.69 na 24 31.0 5.6 7.68 na 15.52 0.1 56 7.0 25 32.5 7.1 na 26 31.0, 5.6 9.99 na 17.7 0.1 148 7.0 27 31.0 5.6 10.58 na 18.21 0.1 159 7.0 28 32.5 10.01 na 4 32.5 11.51 na 29 32.5 11.56 na 30 32.5 11.67 na 31 32.5 12.22 na 32 32.5 13.63 na 32A 32.5 21.94 na R2 32.5 28.28 na R1 9.5 38.35 na 5 9.5 38.43 na 33 31.0 5.6 10.8 na 18.4 0.1 65 7.0 34 32.5 10.24 na 35 32.5 10.68 na 36 32.5 11.5 na 37 31.0 5.6 10.69 na 18.31 0.1 93 7.0 38 31.0 5.6 10.73 na 18.35 0.1 121 7.0 39 32.5 10.17 na 40 31.0 5.6 11.11 na 18.67 0.1 41 7.0 41 32.5 10.55 na 42 31.0 5.6 11.21 na 18.75 0.1 122 7.0 43 32.5 10.65 na 44 31.0 5.6 13.44 na 20.53 0.1 118 7.0 45 32.5 12.9 na The maximum velocity is 10.35 and it occurs in the pipe between nodes 32 and 32A Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 14.82 1.101 0.0 1.500 7.000 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 16 14.82 0.0393 0.0 1.500 0.059 Vel = 4.99 16 0.0 1.101 2E 7.65 14.540 6.409 to 150.0 0.0 7.650 0.0 17 14.82 0.0391 0.0 22.190 0.867 Vel= 4.99 17 15.10 1.394 0.0 9.670 7.276 to 150.0 0.0 0.0 0.0 18 29.92 0.0454 0.0 9.670 0.439 Vel= 6.29 18 15.52 1.394 1 E 4.762 5.470 7.715 to 150.0 1 T 9.523 14.284 0.0 19 45.44 0.0985 0.0 19.754 1.945 Vel= 9.55 19 0.0 1.598 0.0 5.530 9.660 to 150.0 0.0 0.0 0.0 20 45.44 0.0505 0.0 5.530 0.279 Vel = 7.27 20 17.70 1.598 1 T 11.656 5.730 9.939 to 150.0 0.0 11.656 0.0 21 63.14 0.0931 0.0 17.386 1.618 Vel= 10.10 21 29.56 2.003 3E 19.447 145.623 11.557 to 150.0 1 T 12.965 32.412 0.0 21A 92.7 0.0630 0.0 178.035 11.214 Vel = 9.44 21A 0.0 2.157 2E 12.307 10.167 22.771 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss = 3 R4 92.7 0.0663 1 Fsp 0.0 29.858 1.981 Vel= 8.14 R4 0.0 4.26 1 E 13.167 23.000 27.752 to 120.0 0.0 13.167 9.961 R3 92.7 0.0024 0.0 36.167 0.087 Vel= 2.09 R3 0.0 4.26 1 T 26.334 0.500 37.800 to 120.0 0.0 26.334 0.0 14 92.7 0.0024 0.0 26.834 0.065 Vel = 2.09 14 -10.65 4.26 7E 92.17 250.710 37.865 to 120.0 0.0 92.170 0.0 6 82.05 ' 0.0019 0.0 342.880 0.660 Vel= 1.85 6 112.31 4.26 1 E 13.167 33.260 38.525 to 120.0 0.0 13.167 0.0 TOR 194.36 0.0095 0.0 46.427 0.441 Vel = 4.37 TOR 0.0 4.26 1 E 13.167 8.500 38.966 to 120.0 1 Fsp 0.0 13.167 6.681 *Fixed loss = 3 BOR 194.36 0.0095 0.0 21.667 0.206 Vel = 4.37 BOR 0.0 4.26 1Zib 0.0 0.010 45.853 to 120.0 0.0 0.0 3.266 * Fixed loss = 3.266 UG1 194.36 0.0 0.0 0.010 0.0 Vel= 4.37 UG1 0.0 4.1 1 E 14.534 6.000 49.119 to 140.0 0.0 14.534 2.599 UG2 194.36 0.0086 0.0 20.534 0.176 Vel= 4.72 UG2 0.0 4.1 1 E 14.534 40.000 51.894 to 140.0 0.0 14.534 0.0 UG3 194.36 0.0086 0.0 54.534 0.469 Vel= 4.72 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG3 0.0 8.27 4E 113.872 500.000 52.363 to 140.0 1 G 6.326 175.552 -2.166 TEST 194.36 0.0003 1T 55.354 675.552 0.191 Vel= 1.16 100.00 Qa = 100.00 294.36 50.388 K Factor= 41.47 22 15.11 1.101 0.0 1.500 7.277 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 23 15.11 0.0407 0.0 1.500 0.061 Vel = 5.09 23 0.0 1.101 1 E 3.825 1.130 6.688 to 150.0 1T 9.563 13.387 0.0 17 15.11 0.0405 0.0 14.517 0.588 Vel = 5.09 0.0 15.11 7.276 K Factor= 5.60 24 15.52 1.101 0.0 1.500 7.683 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 25 15.52 0.0427 0.0 1.500 0.064 Vel = 5.23 25 0.0 1.101 1 E 3.825 1.130 7.097 to 150.0 1T 9.563 13.387 0.0 18 15.52 0.0426 0.0 14.517 0.618 Vel = 5.23 0.0 15.52 7.715 K Factor= 5.59 26 17.70 1.101 1T 9.563 1.500 9.989 K Factor= 5.60 to 150.0 0.0 9.562 -0.650 20 17.7 0.0542 0.0 11.062 0.600 Vel = 5.96 0.0 17.70 9.939 K Factor= 5.61 27 18.21 1.101 0.0 1.500 10.578 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 28 18.21 0.0573 0.0 1.500 0.086 Vel = 6.14 28 0.0 1.101 1 E 3.825 3.200 10.014 to 150.0 2T 19.125 22.951 0.0 4 18.21 0.0572 0.0 26.151 A.496 Vel = 6.14 4 7.16 2.003 0.0 8.080 11.510 to 150.0 0.0 0.0 0.0 29 25.37 0.0057 0.0 8.080 0.046 Vel = 2.58 29 18.67 2.003 0.0 7.190 11.556 to 150.0 0.0 0.0 0.0 30 44.04 0.0160 0.0 7.190 0.115 Vel = 4.48 30 18.34 2.003 0.0 18.190 11.671 to 150.0 0.0 0.0 0.0 31 62.38 0.0303 0.0 18.190 0.551 Vel = 6.35 31 18.76 2.003 1 E 6.482 9.090 12.222 to 150.0 1T 12.965 19.447 0.0 32 81.14 0.0492 0.0 28.537 1.404 Vel = 8.26 32 20.53 2.003 1 E 6.482 91.758 13.626 to 150.0 1T 12.965 19.447 0.0 32A 101.67 0.0747 0.0 111.205 8.310 Vel = 10.35 I Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 32A 0.0 2.157 2E 12.307 10.542 21.936 to 120.0 1T 12.307 31.998 3.000 * Fixed loss = 3 R2 101.67 0.0787 1 B 7.384 42.540 3.349 Vel = 8.93 1 Fsp 0.0 R2 0.0 4.26 1 E 13.167 23.000 28.285 to 120.0 0.0 13.167 9.961 R1 101.67 0.0029 0.0 36.167 0.104 Vel= 2.29 R1 0.0 4.26 1T 26.334 0.500 38.350 to 120.0 0.0 26.334 0.0 5 101.67 0.0028 0.0 26.834 0.076 Vel = 2.29 5 10.65 4.26 IT 26.334 2.360 38.426 to 120.0 0.0 26.334 0.0 6 112.32 0.0035 0.0 28.694 0.099 Vel= 2.53 0.0 112.32 38.525 K Factor= 18.10 33 18.40 1.101 0.0 1.500 10.797 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 34 18.4 0.0587 0.0 1.500 0.088 Vel= 6.20 34 0.0 1.101 1 E 3.825 3.820 10.235 to 150.0 0.0 3.825 0.0 35 18.4 0.0583 0.0 7.645 0.446 Vel= 6.20 35 18.31 1.394 IT 9.523 2.840 10.681 to 150.0 0.0 9.523 0.0 36 36.71 0.0663 0.0 12.363 0.820 Vel= 7.72 36 -7.16 2.003 0.0 7.320 11.501 to 150.0 0.0 0.0 0.0 21 29.55 0.0077 0.0 7.320 0.056 Vel= 3.01 0.0 29.55 11.557 K Factor= 8.69 37 18.31 1.101 IT 9.563 1.500 10.691 K Factor= 5.60 to 150.0 0.0 9.562 -0.650 35 18.31 0.0579 0.0 11.062 0.640 Vel= 6.17 0.0 18.31 10.681 K Factor= 5.60 36 7.16 2.003 1 E 6.482 10.260 11.501 to 150.0 0.0 6.482 0.0 4 7.16 0.0005 0.0 16.742 0.009 Vel= 0.73 0.0 7.16 11.510 K Factor= 2.11 38 18.35 1.101 0.0 1.500 10.732 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 39 18.35 0.0587 0.0 1.500 0.088 Vel= 6.18 39 0.0 1.101 1 E 3.825 2.930 10.170 to 150.0 2T 19.125 22.951 0.0 30 18.35 0.0580 0.0 25.881 1.501 Vel= 6.18 0.0 18.35 11.671 K Factor= 5.37 40 18.67 1.101 0.0 1.500 11.112 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 41 18.67 0.0600 0.0 1.500 0.090 Vel= 6.29 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 0.0 1.101 1 E 3.825 3.380 10.552 to 150.0 1 T 9.563 13.387 0.0 29 18.67 0.0599 0.0 16.767 1.004 Vel = 6.29 0.0 18.67 11.556 K Factor= 5.49 42 18.75 1.101 0.0 1.500 11.213 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 43 18.75 0.0607 0.0 1.500 0.091 Vel= 6.32 43 0.0 1.101 1 E 3.825 3.000 10.654 to 150.0 2T 19.125 22.951 0.0 31 18.75 0.0604 0.0 25.951 1.568 Vel = 6.32 0.0 18.75 12.222 K Factor= 5.36 44 20.53 1.101 0.0 1.500 13.439 K Factor= 5.60 to 150.0 0.0 0.0 -0.650 45 20.53 0.0720 0.0 1.500 0.108 Vel = 6.92 45 0.0 1.101 2E 7.65 2.570 12.897 to 150.0 0.0 7.650 0.0 32 20.53 0.0713 0.0 10.220 0.729 Vel = 6.92 0.0 20.53 13.626 K Factor= 5.56 14 10.65 2.003 9E 58.341 338.900 37.865 to 150.0 7T 90.753 149.094 0.0 5 10.65 0.0011 0.0 487.994 0.561 Vel = 1.08 0.0 10.65 38.426 K Factor= 1.72 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 2 wxfTime - 12 06 48 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req. Delta Actual Req Delta ID K-Factor Flow Flow Flow Press. Press . Press 15 5 600 14 82 14 .82 0.00 7 000 Pt 7.000 0 000 22 5. 600 15 11 14 .82 0.29 7.277 Pt 7 000 0.277 24 5 600 15 52 14 .82 0.71 7 683 Pt 7 000 0 683 26 5. 600 17 70 14 . 82 2 88 9 989 Pt 7 000 2 989 27 5 600 18 21 15. 90 2 31 10.578 Pt 8 .062 2 516 33 5. 600 18 40 14 .82 3 58 10 797 Pt 7 000 3 797 37 5. 600 18 .31 14 82 3 49 10 691 Pt 7.000 3 691 38 5 600 18 35 14 82 3 53 10 732 Pt 7.000 3.732 40 5 600 18 . 67 14 . 82 3 85 11 112 Pt 7.000 4 112 42 5 600 18 .75 14 82 3 94 11 213 Pt 7 000 4 213 44 5 600 20 53 14 . 82 5 71 13 439 Pt 7 000 6 439 Total K Factors 11 Total Fixed Flows . 0 Sum Actual Flow. 194 .36 Sum Required Flow 164 .06 Sum Delta Flow 30.30 Max Delta Flow 5 71 Max Delta Pressure 6 439 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres Pres 1 Pres 15 <- 16 1 101 7 000 0 059 -0 650 14 . 82 4 . 99 16 <- 17 1 101 6 409 0. 867 0 000 14 . 82 4 . 99 17 <- 18 1 394 7 276 0.439 0.000 29. 92 6.29 18 <- 19 1 394 7 715 1 944 0.000 45 44 9. 55 19 <- 20 1 598 9 660 0 280 0 000 45.44 7 ,27 20 <- 21 1 598 9 939 1 617 0 000 63. 14 10 10 21 <- 21A 2 003 11 557 11 214 0 000 92 .70 9 44 21A <- R4 2 .157 22 771 1 981 3 000 92 70 8 . 14 R4 <- R3 4 260 27.752 0. 087 9 961 92 .70 2 09 R3 <- 14 4 260 37 800 0.065 0 000 92 70 2. 09 14 <- 6 4 .260 37 865 0 660 0 000 82.. 05 1. 85 6 <- TOR 4 260 38 525 0 441 0 000 194 .36 4 .38 TOR <- BOR 4 .260 38 966 0 206 6 681 194 .36 4 .38 BOR <- UG1 4 .260 45.853 0.000 3 266 194 .36 4 38 UG1 <- UG2 4 100 49 119 0. 177 2 599 194 36 4 72 UG2 <- UG3 4 .100 51 894 0 469 0 000 194 .36 4 72 UG3 <- TEST 8 270 52 363 0 191 -2 165 194 36 1 16 22 <- 23 1 101 7 277 0 061 -0 650 15 11 5 09 23 <- 17 1 .101 6 688 0 588 0 000 15 11 5. 09 24 <- 25 1 101 7 683 0 064 -0 650 15 52 5 23 25 <- 18 1.101 7 097 0 618 0 000 15 52 5 23 26 <- 20 1 101 9 989 0 600 -0 650 17 70 5. 96 27 <- 28 1 101 10 578 0.086 -0.650 18 21 6. 14 28 <- 4 1 101 10.014 1 496 0.000 18 .21 6. 14 4 <- 29 2 .003 11 510 0 046 0 000 25 37 2.58 29 <- 30 2 003 11 557 0. 114 0.000 2 44 04 4 48 30 <- 31 2 .003 11 671 0 551 0 000 62 38 6.35 31 <- 32 2 .003 12.222 1 405 0 000 81 14 8 26 32 <- 32A 2 003 13. 626 8 .310 0 .000 101 67 10 35 32A <- R2 2 . 157 21. 936 3 349 3 000 101 67 8 93 R2 <- R1 4 .260 28 .285 0 104 9. 961 101 67 2.29 R1 <- 5 4 260 38 .350 0 077 0 000 101. 67 2 29 5 <- 6 4 260 38 .426 0 099 0.000 112 32 2 53 33 <- 34 1 101 10 797 0 087 -0 650 18 40 6.20 34 <- 35 1 101 10 235 0.446 0.000 18 40 6.20 35 <- 36 1 394 10 681 0.820 0. 000 36 71 7 72 36 <- 21 2 003 11 501 0 056 0. 000 29 55 3 01 37 <- 35 1 101 10. 691 0 639 -0 650 18 .31 6 17 36 <- 4 2 003 11 501 0.009 0 000 7. 16 0 73 38 <- 39 1. 101 10.732 0.087 -0. 650 18 35 6 18 39 <- 30 1 101 10 170 1 .501 0 000 18 35 6.18 40 <- 41 1 101 11.112 0.090 -0 . 650 18 .67 6 29 41 <- 29 1 101 10 552 1.004 0 .000 18 . 67 6 29 42 <- 43 1. 101 11.213 0 091 -0 . 650 18 75 6 32 43 <- 31 1. 101 10 654 1 567 0 000 18 .75 6 32 44 <- 45 1 101 13. 439 0 107 -0. 650 20.53 6 92 45 <- 32 1 101 12 897 0 730 0. 000 20 53 6 92 14 <- 5 2 003 37 865 0 561 0 000 10. 65 1.08 Pipe with highest velocity 32 - 32A (10 352) Water Supply Summary @ Point TEST Total Flow From Water Supply Curve . . . . 294 363 3 Pressure From Water Supply Curve 89 506 System Pressure Demand At Supply Curve 50 388 Safety Margin at Supply Curve 39 118 4 Q q 1 OGJ1 4 ' A . _ _ Fire Protection by Computer Design a� nys UC.No.0001 Of 'y ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building FRONT CANOPY Location 200 DEMING STREET SOUTH WINDSOR, CT. System 4 Contract Data File RES CALC AREA 4.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Design Information Sheet Name - THE RESIDENCE AT DEMING Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - FRONT CANOPY System No - 4 Contractor - ALLSTATE FIRE SYSTEMS Contract No. - Calculated By - PAUL FORAUER Drawing No - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 810 .Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz Gp ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1294 System Type Sprinkler/Nozzle Density - 10 ( ) Wet Make TYCO D Area Per Sprinkler - 120 (X) Dry Model TY-FRB E Elevation at Highest Outlet - 17 63 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp Rat 155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 308 816 Press Required - 75 475 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev - E Static Press - 90 @ Press - R Residual Press - 70 Elev. - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location O Storage Ht Area Aisle W. M Storage Method Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf 0 C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Nater Supply Curve (C) kLLSTATE FIRE SYSTEMS Page 2 FHE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 7.636 C2-Residual Pressure: 70 D2-System Flow 208.816 C2-Residual Flow 2176 D2-System Pressure 75.475 Hose ( Demand) 100 D3-System Demand 308.816 Safety Margin 13.985 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 61 C2 U 70 R 60 E 50 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -ittings Used Summary kLLSTATE FIRE SYSTEMS Page 3 FHE RESIDENCE AT WINDSOR FARMS Date 'fitting Legend (bbrev. Name 1% 1'/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 13 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 )ge Dry Gem DPV-1 2.2 4.9 8.9 22 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 7sp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 :ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Jnits Summary )iameter Units Inches .ength Units Feet 'low Units US Gallons per Minute 'ressure Units Pounds per Square Inch Jote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors )f 120 except as noted with` The fittings marked with a`show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a"will be adjusted in the calculation or CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 84 17.63 5.6 7.0 na 14.82 0.1 100 7.0 85 16.63 7.51 na 86 14.26 9.41 na 87 12.63 10.96 na 88 12.63 13.31 na 89 12.61 13.62 na 90 12.6 14.12 na 91 12.58 15.41 na 92 12.55 17.15 na 93 12.53 19.42 na 94 12.51 21.61 na 94A 12.51 23.35 na TDV 9.5 50.18 na BDV 3.0 56.07 na R6 3.0 56.3 na R5 9.5 56.06 na 95 9.5 61.85 na 6 9.5 63.35 na TOR 9.5 63.85 na BOR 1.0 70.77 na UG1 1.0 74.09 na UG2 -5.0 76.89 na UG3 -5.0 77.42 na TEST 0.0 75.48 na 100.0 96 16.13 5.6 7.19 na 15.01 0.1 100 7.0 97 15.37 7.58 na 98 16.13 5.6 7.91 na 15.75 0.1 100 7.0 99 15.37 8.31 na 100 12.63 11.9 na 101 15.15 5.6 8.49 na 16.32 0.1 100 7.0 102 16.13 5.6 9.11 na 16.9 0.1 100 7.0 103 15.37 9.52 na 104 13.61 5.6 12.07 na 19.46 0.1 75 7.0 105 12.61 12.63 na 106 13.6 5.6 12.54 na 19.83 0.1 120 7.0 107 12.6 13.1 na 108 13.58 5.6 13.72 na 20.74 0.1 120 7.0 109 12.58 14.3 na 110 13.55 5.6 15.32 na 21.92 0.1 120 7.0 111 12.55 15.91 na 112 13.53 5.6 17.42 na 23.37 0.1 120 7.0 113 12.53 18.03 na 114 13.51 5.6 19.44 na 24.69 0.1 75 7.0 115 12.51 20.07 na 14 9.5 61.87 na 52 10.0 62.8 na 64 10.0 62.84 na 65 10.0 62.88 na 5 9.5 63.34 na The maximum velocity is 19.97 and it occurs in the pipe between nodes 94 and 94A Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 84 14.82 1.049 0.0 1.000 7.000 K Factor=5.60 to 120.0 0.0 0.0 0.433 85 14.82 0.0750 0.0 1.000 0.075 Vel= 5.50 85 0.0 1.049 2E 4.0 7.690 7.508 to 120.0 0.0 4.000 1.026 86 14.82 0.0748 0.0 11.690 0.874 Vel = 5.50 86 16.31 1.38 IT 6.0 4.960 9.408 to 120.0 0.0 6.000 0.706 87 31.13 0.0776 0.0 10.960 0.850 Vel= 6.68 87 15.02 1.38 1 F 1.0 7.580 10.964 to 120.0 IT 6.0 7.000 0.0 88 46.15 0.1608 0.0 14.580 2.344 Vel = 9.90 88 32.65 2.067 0.0 5.010 13.308 to 120.0 0.0 0.0 0.009 89 78.8 0.0603 0.0 5.010 0.302 Vel= 7.53 89 19.46 2.067 0.0 5.500 13.619 to 120.0 0.0 0.0 0.004 90 98.26 0.0911 0.0 5.500 0.501 Vel = 9.39 90 19.82 2.067 0.0 10.000 14.124 to 120.0 0.0 0.0 0.009 91 118.08 0.1277 0.0 10.000 1.277 Vel = 11.29 91 20.75 2.067 0.0 10.000 15.410 to 120.0 0.0 0.0 0.013 92 138.83 0.1724 0.0 10.000 1.724 Vel= 13.27 92 21.92 2.067 0.0 10.000 17.147 to 120.0 0.0 0.0 0.009 93 160.75 0.2261 0.0 10.000 2.261 Vel 15.37 93 23.37 2.067 0.0 7.500 19.417 to 120.0 0.0 0.0 0.009 94 184.12 0.2907 0.0 7.500 2.180 Vel = 17.60 94 24.70 2.067 0.0 4.750 21.606 to 120.0 0.0 0.0 0.0 94A 208.82 0.3667 0`.0 4.750 1.742 Vel= 19.97 94A 0.0 2.157 5E 30.767 54.860 23.348 to 120.0 0.0 30.767 1.304 TDV 208.82 0.2981 0.0 85.627 25.526 Vel = 18.33 TDV 0.0 2.635 1 E 8.237 6.500 50.178 to 120.0 1 B 9.61 20.867 2.815 BDV 208.82 0.1124 1 Dge 3.02 27.367 3.077 Vel = 12.29 BDV 0.0 2.635 0.0 2.000 56.070 to 120.0 0.0 0.0 0.0 R6 208.82 0.1125 0.0 2.000 0.225 Vel= 12.29 R6 0.0 2.635 2E 16.474 6.500 56.295 to 120.0 0.0 16.474 -2.815 R5 208.82 0.1125 0.0 22.974 2.584 Vel = 12.29 R5 0.0 2.635 1 E 8.237 26.780 56.064 to 120.0 IT 16.474 24.711 0.0 95 208.82 0.1125 0.0 51.491 5.791 Vel= 12.29 • Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C.$ or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 95 -16.21 4.26 3E 39.501 120.260 61.855 to 120.0 0.0 39.501 0.0 6 192.61 0.0093 0.0 159.761 1.491 Vel= 4.34 6 16.21 4.26 1 E 13.167 33.260 63.346 to 120.0 0.0 13.167 0.0 TOR 208.82 0.0109 0.0 46.427 0.504 Vel= 4.70 TOR 0.0 4.26 1 E 13.167 8.500 63.850 to 120.0 1 Fsp 0.0 13.167 6.681 * Fixed loss = 3 BOR 208.82 0.0108 0.0 21.667 0.235 Vel = 4.70 BOR 0.0 4.26 1Zib 0.0 0.010 70.766 to 120.0 0.0 0.0 3.321 * Fixed loss = 3.321 UG1 208.82 0.0 0.0 0.010 0.0 Vel= 4.70 UG1 0.0 4.1 1E 14.534 6.000 74.087 to 140.0 0.0 14.534 2.599 UG2 208.82 0.0098 0.0 20.534 0.202 Vel= 5.07 UG2 0.0 4.1 1 E 14.534 40.000 76.888 to 140.0 0.0 14.534 0.0 UG3 208.82 0.0098 0.0 54.534 0.535 Vel = 5.07 UG3 0.0 8.27 4E 113.872 500.000 77.423 to 140.0 1 G 6.326 175.552 -2.166 TEST 208.82 0.0003 1T 55.354 675.552 0.218 Vel= 1.25 100.00 Qa = 100.00 308.82 75.475 K Factor= 35.55 96 15.01 1.049 0.0 0.870 7.185 K Factor=5.60 to 120.0 0.0 0.0 0.329 97 15.01 0.0770 0.0 0.870 0.067 Vel= 5.57 97 0.0 1.049 2E 4.0 22.700 7.581 to 120.0 2F 2.0 6.000 1.187 87 15.01 0.0765 0.0 28.700 2.196 Vel= 5.57 0.0 15.01 10.964 K Factor= 4.53 98 15.75 1.049 0.0 0.870 7.912 K Factor=5.60 to 120.0 0.0 0.0 0.329 99 15.75 0.0839 0.0 0.870 0.073 Vel= 5.85 99 0.0 1.049 2E 4.0 22.700 8.314 to 120.0 2F 2.0 6.000 1.187 100 15.75 0.0837 0.0 28.700 2.401 Vel= 5.85 100 16.90 1.38 1 F 1.0 9.580 11.902 to 120.0 IT 6.0 7.000 0.0 88 32.65 0.0848 0.0 16.580 1.406 Vel= 7.00 0.0 32.65 13.308 K Factor= 8.95 101 16.32 1.049 1T 5.0 0.940 8.492 K Factor= 5.60 to 120.0 0.0 5.000 0.385 86 16.32 0.0894 0.0 5.940 0.531 Vel= 6.06 0.0 16.32 9.408 K Factor= 5.32 I Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 16.90 1.049 0.0 0.870 9.108 K Factor= 5.60 to 120.0 0.0 0.0 0.329 103 16.9 0.0954 0.0 0.870 0.083 Vel = 6.27 103 0.0 1.049 1 E 2.0 5.540 9.520 to 120.0 1 T 5.0 7.000 1.187 100 16.9 0.0953 0.0 12.540 1.195 Vel = 6.27 0.0 16.90 11.902 K Factor= 4.90 104 19.46 1.049 0.0 1.000 12.073 K Factor= 5.60 to 120.0 0.0 0.0 0.433 105 19.46 0.1240 0.0 1.000 0.124 Vel = 7.22 105 0.0 1.049 1 E 2.0 1.000 12.630 to 120.0 1 T 5.0 7.000 0.0 89 19.46 0.1236 0.0 8.000 0.989 Vel = 7.22 0.0 19.46 13.619 K Factor= 5.27 106 19.83 1.049 0.0 1.000 12.537 K Factor= 5.60 to 120.0 0.0 0.0 0.433 107 19.83 0.1280 0.0 1.000 0.128 Vel = 7.36 107 0.0 1.049 1 E 2.0 1.010 13.098 to 120.0 1 T 5.0 7.000 0.0 90 19.83 0.1281 0.0 8.010 1.026 Vel = 7.36 0.0 19.83 14.124 K Factor= 5.28 108 20.74 1.049 0.0 1.000 13.723 K Factor= 5.60 to 120.0 0.0 0.0 0.433 109 20.74 0.1390 0.0 1.000 0.139 Vel = 7.70 109 0.0 1.049 1 E 2.0 1.010 14.295 to 120.0 1 T 5.0 7.000 0.0 91 20.74 0.1392 0.0 8.010 1.115 Vel = 7.70 0.0 20.74 15.410 K Factor= 5.28 110 21.92 1.049 0.0 1.000 15.325 K Factor= 5.60 to 120.0 0.0 0.0 0.433 111 21.92 0.1540 0.0 1.000 0.154 Vel = 8.14 111 0.0 1.049 1E 2.0 1.010 15.912 to 120.0 1 T 5.0 7.000 0.0 92 21.92 0.1542 0.0 8.010 1.235 Vel = 8.14 0.0 21.92 17.147 K Factor= 5.29 112 23.37 1.049 0.0 1.000 17.420 K Factor= 5.60 to 120.0 0.0 0.0 0.433 113 23.37 0.1730 0.0 1.000 0.173 Vel = 8.68 113 0.0 1.049 1 E 2.0 1.010 18.026 to 120.0 1 T 5.0 7.000 0.0 93 23.37 0.1737 0.0 8.010 1.391 Vel = 8.68 0.0 23.37 19.417 K Factor= 5.30 I Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **'**** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 114 24.69 1.049 0.0 1.000 19.441 K Factor= 5.60 to 120.0 0.0 0.0 0.433 115 24.69 0.1920 0.0 1.000 0.192 Vel = 9.17 115 0.0 1.049 1 E 2.0 1.010 20.066 to 120.0 1 T 5.0 7.000 0.0 94 24.69 0.1923 0.0 8.010 1.540 Vel = 9.17 0.0 24.69 21.606 K Factor= 5.31 95 16.20 4.26 4E 52.668 130.450 61.855 to 120.0 0.0 52.668 0.0 14 16.2 0.0001 0.0 183.118 0.017 Vel = 0.36 14 0.0 2.067 6E 30.0 271.990 61.872 to 120.0 5T 50.0 80.000 -0.217 52 16.2 0.0032 0.0 351.990 1.142 Vel= 1.55 52 0.0 2.067 0.0 14.350 62.797 to 120.0 0.0 0.0 0.0 64 16.2 0.0032 0.0 14.350 0.046 Vel = 1.55 64 0.0 2.067 0.0 12.000 62.843 to 120.0 0.0 0.0 0.0 65 16.2 0.0032 0.0 12.000 0.039 Vel = 1.55 65 0.0 2.067 2T 20.0 40.560 62.882 to 120.0 3E 15.0 35.000 0.217 5 16.2 0.0032 0.0 75.560 0.245 Vel = 1.55 5 0.0 4.26 1 T 26.334 2.360 63.344 to 120.0 0.0 26.334 0.0 6 16.2 0.0001 0.0 28.694 0.002 Vel = 0.36 0.0 16.20 63.346 K Factor= 2.04 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 4 .wxfTime - 12 09 54 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req Delta Actual Req Delta ID K-Factor Flow Flow Flow Press. Press. Press 84 5 600 14 .82 14 82 0 00 7.000 Pt 7.000 0 000 96 5 600 15.01 14 82 0.19 7.185 Pt 7.000 0 185 98 5 600 15 75 14 .82 0.94 7 912 Pt 7 000 0 912 101 5 600 16.32 14.82 1 50 8.492 Pt 7 000 1 492 102 5 600 16 90 14 82 2 08 9 108 Pt 7 000 2 108 104 5 600 19 46 14 82 4 64 12 073 Pt 7 000 5 073 106 5 600 19 83 14 82 5 01 12.537 Pt 7 000 5 537 108 5. 600 20 74 14 82 5 93 13.723 Pt 7 000 6 723 110 5 600 21 92 14 82 7.11 15 325 Pt 7 000 8 325 112 5 600 23 37 14 82 8.56 17 420 Pt 7 .000 10 420 114 5.600 24 69 14 .82 9.88 19.441 Pt 7 000 12 441 Total K Factors . . . 11 > Total Fixed Flows . 0 Sum Actual Flow. 208 . 82 Sum Required Flow 162. 98 Sum Delta Flow 45.84 Max Delta Flow 9.88 Max Delta Pressure 12 .441 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres Pres 1 Pres 84 <- 85 1. 049 7 000 0.075 0.433 14 82 5.50 85 <- 86 1 049 7 508 0 873 1 026 14 82 5 50 86 <- 87 1.380 9 408 0.851 0 706 31 . 13 6 68 87 <- 88 1 380 10 964 2 343 0 000 46. 15 9 90 88 <- 89 2 067 13 308 0 303 0.009 78 . 80 7 53 89 <- 90 2 067 13 619 0.500 0.004 98 .26 9 39 90 <- 91 2.067 14 124 1.278 0 009 118 . 08 11.29 91 <- 92 2 067 15 410 1 724 0 013 138 83 13 27 92 <- 93. 2.067 17 147 2 261 0 009 160.75 15.37 93 <- 94 2 067 19 417 2 180 0.009 184 12 17 60 94 <- 94A 2 067 21 606 1 743 0 000 208 82 19 97 94A <- TDV 2.157 23 348 25 526 1 304 208 . 82 18 33 TDV <- BDV 2 635 50 178 3 078 2 815 208 . 82 12 .29 BDV <- R6 2 635 56.071 0 225 0 000 268 . 82 12 29 R6 <- R5 2. 635 56 295 2 584 -2.815 208 82 12 .29 R5 <- 95 2 635 56.064 5.791 0.000 208 82 12 29 95 <- 6 4 260 61 855 1.491 0 000 192 . 61 4 .34 6 <- TOR 4 260 63 346 0 503 0 000 208 82 4 70 TOR <- BOR 4 .260 63 849 0 235 6 681 208 82 4 70 BOR <- UG1 4 260 70 766 0 000 3 321 208 . 82 4 70 UG1 <- UG2 4 100 74 087 0.202 2 599 208 82 5.07 UG2 <- UG3 4 100 76 887 0.536 0 000 208 . 82 5.07 UG3 <- TEST 8 .270 77 423 0 218 -2 165 208 . 82 1 25 96 <- 97 1.049 7 185 0 067 0 329 15.01 " 5.57 97 <- 87 1 049 7 581 2 196 1 187 15.01 5.57 98 <- 99 1.049 7 912 0 073 0.329 2 15 75 5 85 99 <- 100 1 049 8 314 2.401 1 187 15.75 5 85 100 <- 88 1 380 11 902 1 405 0 000 32 65 7 00 101 <- 86 1 049 8 492 0 531 0 385 16 32 6 06 102 <- 103 1 049 9 108 0 083 0 329 16 90 6 27 103 <- 100 1 049 9.520 1. 195 1 187 16. 90 6 27 104 <- 105 1 049 12 073 0 124 0. 433 19.46 7 22 105 <- 89 1 049 12 630 0.989 0.000 19.46 7 .22 106 <- 107 1 049 12 537 0. 128 0 433 19 83 7 36 107 <- 90 1.049 13.098 1 026 0 000 19.83 7 .36 108 <- 109 1.049 13.723 0 139 0 433 20 74 7 70 109 <- 91 1 049 14.295 1.115 0.000 20 74 7 70 110 <- ill 1 049 15 325 0 154 0 433 21.92 8 14 111 <- 92 1 049 15. 912 1 235 0.000 21 92 8 .14 112 <- 113 1.049 17 420 0. 174 0. 433 23 37 8 68 113 <- 93 1 049 18 .026 1.391 0 000 23 37 8 68 114 <- 115 1 049 19. 441 0.192 0. 433 24 69 9 17 115 <- 94 1.049 20 066 1.539 0. 000 24 69 9. 17 95 <- 14 4 260 61.855 0 018 0.000 16 20 0 '36 14 <- 52 2 067 61. 872 1 141 -0 217 16 20 1 55 52 <- 64 2 067 62.797 0.047 0. 000 16 20 1 55 64 <- 65 2.067 62 843 0.039 0 000 16 20 1 55 65 <- 5 2 067 62.882 0.245 0 217 16.20 1 55 5 <- 6 4.260 63.343 0.003 0.000 16 20 0.36 Pipe with highest velocity 94 - 94A (19 965) Water Su pply upply Summary @ Point TEST 3 Total Flow From Water Supply Curve . . . . . . 308.816 Pressure From Water Supply Curve 89 460 System Pressure Demand At Supply Curve 75.475 Safety Margin at Supply Curve 13 985 4 Q q 1 0 _ _ . Fire Protection by Computer Design 4� C) UC.NO.0001 4 E OF 9y ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building FRONT CANOPY Location 200 DEMING STREET SOUTH WINDSOR, CT. System 4 Contract Data File RES CALC AREA 4.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT DEMING Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - FRONT CANOPY System No - 4 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 810 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz.Gp ( ) 1 ( ) 2 ( ) 3 ( ) Ex Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1294 System Type Sprinkler/Nozzle Density - 10 ( ) Wet Make TYCO D Area Per Sprinkler - 120 (X) Dry Model TY-FRB E Elevation at Highest Outlet - 17 63 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5 6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat 155 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 308 816 Press Required - 75 475 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev - E Static Press - 90 @ Press - R Residual Press - 70 Elev. - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location O Storage Ht Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf 0 C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Nater Supply Curve (C) \LLSTATE FIRE SYSTEMS Page 2 'HE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 7.636 C2-Residual Pressure: 70 D2-System Flow 208.816 C2-Residual Flow 2176 D2-System Pressure 75.475 Hose ( Demand) 100 D3-System Demand 308.816 Safety Margin 13.985 150 140 130 P 120 R 110 E 100 C1 S 90 S 80 C2 U 70 R 60 E 50 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 =ittings Used Summary kLLSTATE FIRE SYSTEMS Page 3 FHE RESIDENCE AT WINDSOR FARMS Date 'fitting Legend lbbrev. Name % '/. 1 1% 1'/2 2 2'/2 3 3Yz 4 5 6 8 10 12 14 16 18 20 24 3 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 )ge Dry Gem DPV-1 2.2 4.9 8.9 22 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 7sp Flow Switch Potter VS Fitting generates a Fixed Loss Based on Flow NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 :ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Jnits Summary Nameter Units Inches .ength Units Feet 'low Units US Gallons per Minute 'ressure Units Pounds per Square Inch Jote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. quivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors )f 120 except as noted with* The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation or CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 84 17.63 5.6 7.0 na 14.82 0.1 100 7.0 85 16.63 7.51 na 86 14.26 9.41 na 87 12.63 10.96 na 88 12.63 13.31 na 89 12.61 13.62 na 90 12.6 14.12 na 91 12.58 15.41 na 92 12.55 17.15 na 93 12.53 19.42 na 94 12.51 21.61 na 94A 12.51 23.35 na TDV 9.5 50.18 na BDV 3.0 56.07 na R6 3.0 56.3 na R5 9.5 56.06 na 95 9.5 61.85 na 6 9.5 63.35 na TOR 9.5 63.85 na BOR 1.0 70.77 na UG1 1.0 74.09 na UG2 -5.0 76.89 na UG3 -5.0 77.42 na TEST 0.0 75.48 na 100.0 96 16.13 5.6 7.19 na 15.01 0.1 100 7.0 97 15.37 7.58 na 98 16.13 5.6 7.91 na 15.75 0.1 100 7.0 99 15.37 8.31 na 100 12.63 11.9 na 101 15.15 5.6 8.49 na 16.32 0.1 100 7.0 102 16.13 5.6 9.11 na 16.9 0.1 100 7.0 103 15.37 9.52 na 104 13.61 5.6 12.07 na 19.46 0.1 75 7.0 105 12.61 12.63 na 106 13.6 5.6 12.54 na 19.83 0.1 120 7.0 107 12.6 13.1 na 108 13.58 5.6 13.72 na 20.74 0.1 120 7.0 109 12.58 14.3 na 110 13.55 5.6 15.32 na 21.92 0.1 120 7.0 111 12.55 15.91 na 112 13.53 5.6 17.42 na 23.37 0.1 120 7.0 113 12.53 18.03 na 114 13.51 5.6 19.44 na 24.69 0.1 75 7.0 115 12.51 20.07 na 14 9.5 61.87 na 52 10.0 62.8 na 64 10.0 62.84 na 65 10.0 62.88 na 5 9.5 63.34 na The maximum velocity is 19.97 and it occurs in the pipe between nodes 94 and 94A Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT VVINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv •****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 84 14.82 1.049 0.0 1.000 7.000 K Factor=5.60 to 120.0 0.0 0.0 0.433 85 14.82 0.0750 0.0 1.000 0.075 Vel= 5.50 85 0.0 1.049 2E 4.0 7.690 7.508 to 120.0 0.0 4.000 1.026 86 14.82 0.0748 0.0 11.690 0.874 Vel= 5.50 86 16.31 1.38 1 T 6.0 4.960 9.408 to 120.0 0.0 6.000 0.706 87 31.13 0.0776 0.0 10.960 0.850 Vel= 6.68 87 15.02 1.38 1 F 1.0 7.580 10.964 to 120.0 1 T 6.0 7.000 0.0 88 46.15 0.1608 0.0 14.580 2.344 Vel = 9.90 88 32.65 2.067 0.0 5.010 13.308 to 120.0 0.0 0.0 0.009 89 78.8 0.0603 0.0 5.010 0.302 Vel = 7.53 89 19.46 2.067 0.0 5.500 13.619 to 120.0 0.0 0.0 0.004 90 98.26 0.0911 0.0 5.500 0.501 Vel= 9.39 90 19.82 2.067 0.0 10.000 14.124 to 120.0 0.0 0.0 0.009 91 118.08 0.1277 0.0 10.000 1.277 Vel= 11.29 91 20.75 2.067 0.0 10.000 15.410 to 120.0 0.0 0.0 0.013 92 138.83 0.1724 0.0 10.000 1.724 Vel = 13.27 92 21.92 2.067 0.0 10.000 17.147 to 120.0 0.0 0.0 0.009 93 160.75 0.2261 0.0 10.000 2.261 Vel= 15.37 93 23.37 2.067 0.0 7.500 19.417 to 120.0 0.0 0.0 0.009 94 184.12 0.2907 0.0 7.500 2.180 Vel = 17.60 94 24.70 2.067 0.0 4.750 21.606 to 120.0 0.0 0.0 0.0 94A 208.82 0.3667 01.0 4.750 1.742 Vel= 19.97 94A 0.0 2.157 5E 30.767 54.860 23.348 to 120.0 0.0 30.767 1.304 TDV 208.82 0.2981 0.0 85.627 25.526 Vel= 18.33 TDV 0.0 2.635 1 E 8.237 6.500 50.178 to 120.0 113 9.61 20.867 2.815 BDV 208.82 0.1124 1 Dge 3.02 27.367 3.077 Vel= 12.29 BDV 0.0 2.635 0.0 2.000 56.070 to 120.0 0.0 0.0 0.0 R6 208.82 0.1125 0.0 2.000 0.225 Vel= 12.29 R6 0.0 2.635 2E 16.474 6.500 56.295 to 120.0 0.0 16.474 -2.815 R5 208.82 0.1125 0.0 22.974 2.584 Vel= 12.29 R5 0.0 2.635 1 E 8.237 26.780 56.064 to 120.0 1 T 16.474 24.711 0.0 95 208.82 0.1125 0.0 51.491 5.791 Vel= 12.29 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 95 -16.21 4.26 3E 39.501 120.260 61.855 to 120.0 0.0 39.501 0.0 6 192.61 0.0093 0.0 159.761 1.491 Vel= 4.34 6 16.21 4.26 1 E 13.167 33.260 63.346 to 120.0 0.0 13.167 0.0 TOR 208.82 0.0109 0.0 46.427 0.504 Vel= 4.70 TOR 0.0 4.26 1E 13.167 8.500 63.850 to 120.0 1 Fsp 0.0 13.167 6.681 *Fixed loss = 3 BOR 208.82 0.0108 0.0 21.667 0.235 Vel = 4.70 BOR 0.0 4.26 1Zib 0.0 0.010 70.766 to 120.0 0.0 0.0 3.321 * Fixed loss = 3.321 UG1 208.82 0.0 0.0 0.010 0.0 Vel = 4.70 UG1 0.0 4.1 1E 14.534 6.000 74.087 to 140.0 0.0 14.534 2.599 UG2 208.82 0.0098 0.0 20.534 0.202 Vel = 5.07 UG2 0.0 4.1 1 E 14.534 40.000 76.888 to 140.0 0.0 14.534 0.0 UG3 208.82 0.0098 0.0 54.534 0.535 Vel= 5.07 UG3 0.0 8.27 4E 113.872 500.000 77.423 to 140.0 1 G 6.326 175.552 -2.166 TEST 208.82 0.0003 1T 55.354 675.552 0.218 Vel= 1.25 100.00 Qa= 100.00 308.82 75.475 K Factor= 35.55 96 15.01 1.049 0.0 0.870 7.185 K Factor= 5.60 to 120.0 0.0 0.0 0.329 97 15.01 0.0770 0.0 0.870 0.067 Vel= 5.57 97 0.0 1.049 2E 4.0 22.700 7.581 to 120.0 2F 2.0 6.000 1.187 87 15.01 0.0765 0.0 28.700 2.196 Vet= 5.57 0.0 15.01 10.964 K Factor= 4.53 98 15.75 1.049 0.0 0.870 7.912 K Factor= 5.60 to 120.0 0.0 0.0 0.329 99 15.75 0.0839 0.0 0.870 0.073 Vel= 5.85 99 0.0 1.049 2E 4.0 22.700 8.314 to. 120.0 2F 2.0 6.000 1.187 100 15.75 0.0837 0.0 28.700 2.401 Vel= 5.85 100 16.90 1.38 1 F 1.0 9.580 11.902 to 120.0 IT 6.0 7.000 0.0 88 32.65 0.0848 0.0 16.580 1.406 Vel= 7.00 0.0 32.65 13.308 K Factor= 8.95 101 16.32 1.049 IT 5.0 0.940 8.492 K Factor= 5.60 to 120.0 0.0 5.000 0.385 86 16.32 0.0894 0.0 5.940 0.531 Vet= 6.06 0.0 16.32 9.408 K Factor= 5.32 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 16.90 1.049 0.0 0.870 9.108 K Factor= 5.60 to 120.0 0.0 0.0 0.329 103 16.9 0.0954 0.0 0.870 0.083 Vel = 6.27 103 0.0 1.049 1 E 2.0 5.540 9.520 to 120.0 1 T 5.0 7.000 1.187 100 16.9 0.0953 0.0 12.540 1.195 Vel = 6.27 0.0 16.90 11.902 K Factor= 4.90 104 19.46 1.049 0.0 1.000 12.073 K Factor= 5.60 to 120.0 0.0 0.0 0.433 105 19.46 0.1240 0.0 1.000 0.124 Vel = 7.22 105 0.0 1.049 1 E 2.0 1.000 12.630 to 120.0 1 T 5.0 7.000 0.0 89 19.46 0.1236 0.0 8.000 0.989 Vel = 7.22 0.0 19.46 13.619 K Factor= 5.27 106 19.83 1.049 0.0 1.000 12.537 K Factor= 5.60 to 120.0 0.0 0.0 0.433 107 19.83 0.1280 0.0 1.000 0.128 Vel = 7.36 107 0.0 1.049 1 E 2.0 1.010 13.098 to 120.0 1 T 5.0 7.000 0.0 90 19.83 0.1281 0.0 8.010 1.026 Vel = 7.36 0.0 19.83 14.124 K Factor= 5.28 108 20.74 1.049 0.0 1.000 13.723 K Factor= 5.60 to 120.0 0.0 0.0 0.433 109 20.74 0.1390 0.0 1.000 0.139 Vel = 7.70 109 0.0 1.049 1 E 2.0 1.010 14.295 to 120.0 1 T 5.0 7.000 0.0 91 20.74 0.1392 0.0 8.010 1.115 Vel = 7.70 0.0 20.74 15.410 K Factor= 5.28 110 21.92 1.049 0.0 1.000 15.325 K Factor= 5.60 to 120.0 0.0 0.0 0.433 111 21.92 0.1540 0.0 1.000 0.154 Vel = 8.14 111 0.0 1.049 1E 2.0 1.010 15.912 to 120.0 1 T 5.0 7.000 0.0 92 21.92 0.1542 0.0 8.010 1.235 Vel = 8.14 0.0 21.92 17.147 K Factor= 5.29 112 23.37 1.049 0.0 1.000 17.420 K Factor= 5.60 to 120.0 0.0 0.0 0.433 113 23.37 0.1730 0.0 1.000 0.173 Vel = 8.68 113 0.0 1.049 1 E 2.0 1.010 18.026 to 120.0 1 T 5.0 7.000 0.0 93 23.37 0.1737 0.0 8.010 1.391 Vel = 8.68 0.0 23.37 19.417 K Factor= 5.30 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 8 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"**'** Notes * **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 114 24.69 1.049 0.0 1.000 19.441 K Factor= 5.60 to 120.0 0.0 0.0 0.433 115 24.69 0.1920 0.0 1.000 0.192 Vel = 9.17 115 0.0 1.049 1 E 2.0 1.010 20.066 to 120.0 1 T 5.0 7.000 0.0 94 24.69 0.1923 0.0 8.010 1.540 Vel = 9.17 0.0 24.69 21.606 K Factor= 5.31 95 16.20 4.26 4E 52.668 130.450 61.855 to 120.0 0.0 52.668 0.0 14 16.2 0.0001 0.0 183.118 0.017 Vel = 0.36 14 0.0 2.067 6E 30.0 271.990 61.872 to 120.0 5T 50.0 80.000 -0.217 52 16.2 0.0032 0.0 351.990 1.142 Vel = 1.55 52 0.0 2.067 0.0 14.350 62.797 to 120.0 0.0 0.0 0.0 64 16.2 0.0032 0.0 14.350 0.046 Vel = 1.55 64 0.0 2.067 0.0 12.000 62.843 to 120.0 0.0 0.0 0.0 65 16.2 0.0032 0.0 12.000 0.039 Vel= 1.55 65 0.0 2.067 2T 20.0 40.560 62.882 to 120.0 3E 15.0 35.000 0.217 5 16.2 0.0032 0.0 75.560 0.245 Vel= 1.55 5 0.0 4.26 1 T 26.334 2.360 63.344 to 120.0 0.0 26.334 0.0 6 16.2 0.0001 0.0 28.694 0.002 Vel = 0.36 0.0 16.20 63.346 K Factor= 2.04 General Calculation Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C:\HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 4 .wxfTime - 12 09 54 AREA CALCULATED - HEAD. FLOW SUMMARY Actual Req. Delta Actual Req Delta ID K-Factor Flow Flow Flow Press Press. Press 84 5 600 14 82 14 82 0 00 7.000 Pt 7.000 0 000 96 5 600 15 01 14 82 0 19 7 185 Pt 7 000 0 185 98 5 600 15 75 14 82 0.94 7 912 Pt 7 000 0 912 101 5 600 16 32 14 82 1.50 8 492 Pt 7 000 1 492 102 5 600 16 90 14 82 2.08 9. 108 Pt 7 000 2 108 104 5 600 19 46 14 82 4 64 12 073 Pt 7 000 5 073 106 5 600 19 83 14 82 5 01 12.537 Pt 7.000 5 537 108 5 600 20 74 14 82 5 93 13.723 Pt 7.000 6 723 110 5 600 21 92 14 82 7 11 15 325 Pt 7 000 8 325 112 5 600 23 37 14 82 8 56 17 420 Pt 7.000 10 420 114 5 600 24 69 14 .82 9.88 19 441 Pt 7 000 12 441 Total K Factors 11 Total Fixed Flows . 0 Sum Actual Flow 208 . 82 Sum Required Flow. 162.98 Sum Delta Flow 45.84 Max Delta Flow 9 88 Max Delta Pressure 12 .441 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres Pres 1 Pres 84 <- 85 1 049 7 000 0.075 0.433 14 .82 5 50 85 <- 86 1 049 7.508 0 873 1.026 14 .82 5.50 86 <- 87 1 380 9 408 0 851 0.706 31. 13 6 68 87 <- 88 1 380 10.964 2.343 0 000 46. 15 9.90 88 <- 89 2 067 13.308 0 303 0 009 78 80 7 53 89 <- 90 2 067 13 619 0.500 0.004 98 .26 9 39 90 <- 91 2.067 14 124 1.278 0 009 118. 08 11 29 91 <- 92 2 067 15 410 1 724 0 013 138 83 13.27 92 <- 93 2 067 17 147 2.261 0 009 160 75 15 37 93 <- 94 2 067 19 417 2 180 0 009 184 12 17 60 94 <- 94A 2 067 21 . 606 1.743 0 000 208 82 19 97 94A <- TDV 2 157 23 348 25 526 1 304 208 82 18 33 TDV <- BDV 2 635 50.178 3 078 2.815 208 82 12 29 BDV <- R6 2 635 56.071 0.225 0 000 208 . 82 12 29 R6 <- R5 2 635 56 295 2 584 -2 815 208 82 12 29 R5 <- 95 2 635 56.064 5.791 0 000 208 . 82 12 29 95 <- 6 4 260 61 855 1.491 0 000 192 . 61 4 34 6 <- TOR 4.260 63 346 0 503 0 000 208 82 4 70 TOR <- BOR 4 260 63 849 0 235 6 681 208 82 4.70 BOR <- UG1 4 260 70.766 0 000 3 321 208 . 82 4 70 UG1 <- UG2 4 100 74 087 0 202 2.599 208 . 82 5 07 UG2 <- UG3 4 100 76 887 0.536 0.000 208 82 5 07 UG3 <- TEST 8 270 77. 423 0.218 -2 165 208 82 1 25 96 <- 97 1 049 7.185 0 067 0.329 15 01 - 5 57 97 <- 87 1 049 7 581 2 196 1.187 15 01 5 57 98 <- 99 1 049 7 912 0.073 0.329 2 15 75 5 85 99 <- 100 1 049 8 314 2 401 1 187 15.75 5. 85 100 <- 88 1 380 11 902 1. 405 0.000 32. 65 7 00 101 <- 86 1 049 8 492 0.531 0 385 16 32 6. 06 102 <- 103 1 049 9 108 0.083 0 329 16 90 6.27 103 <- 100 1.049 9 520 1 195 1 187 16. 90 6.27 104 <- 105 1 049 12 073 0 124 0 433 19 46 7.22 105 <- 89 1.049 12. 630 0. 989 0 000 19 46 7 .22 106 <- 107 1 049 12.537 0.128 0 433 19.83 7 36 107 <- 90 1 049 13.098 1.026 0 000 19.83 7 .36 108 <- 109 1 049 13.723 0. 139 0 433 20 74 7 .70 109 <- 91 1.049 14 295 1.115 0 000 20 74 7 70 110 <- 111 1 049 15 325 0. 154 0 433 21. 92 8 14 111 <- 92 1 049 15 912 1 235 0.000 21 92 8 14 112 <- 113 1.049 17.420 0. 174 0 433 23 37 8 . 68 113 <- 93 1 049 18 .026 1.391 0 000 23 37 8 . 68 114' <- 115 1.049 19 441 0 192 0. 433 24. 69 9. 17 115 <- 94 1 049 20 066 1 539 0.000 24 69 9 17 95 <- 14 4 .260 61 855 0.018 0 000 16 20 0 '36 14 <- 52 2 067 61.872 1 141 -0 217 16 20 1 55 52 <- 64 2 067 62 797 0 047 0.000 16.20 1 .55 64 <- 65 2 067 62.843 0. 039 0. 000 16 20 1 55 65 <- 5 2.067 62 .882 0 245 0.217 16.20 1 55 5 <- 6 4.260 63.343 0 003 0 000 16.20 0 .36 Pipe with highest velocity 94 - 94A (19 965) Water Supply Summary @ Point TEST 3 Total Flow From Water Supply Curve 308 816 Pressure From Water Supply Curve . . . . . . . . 89.460 System Pressure Demand At Supply Curve 75 475 Safety Margin at Supply Curve 13 985 I 4 rs�✓" ^r"pk Q v�Q��h�i���merf oG 9 � _ _ . Fire Protection by Computer Design y UC.No.0001 ALLSTATE FIRE SYSTEMS 110 MURPHY RD HARTFORD, CT. 06114 860-246-7711 Job Name THE RESIDENCE AT WINDSOR FARMS Building 3RD FLOOR RM 326 Location 200 DEMING STREET SOUTH WINDSOR, CT. System 1 Contract Data File RES CALC AREA 1.wxf ALLSTATE FIRE SYSTEMS Page 1 THE RESIDENCE AT WINDSOR FARMS Date Hydraulic Desiqn Information Sheet Name - THE RESIDENCE AT WINDSOR FARMS Date - 10/15/13 Location - 200 DEMING STREET SOUTH WINDSOR, CT Building - 3RD FLOOR RM 326 System No - 1 Contractor - ALLSTATE FIRE SYSTEMS Contract No - Calculated By - PAUL FORAUER Drawing No - FP-3 Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 810 Occupancy - LIGHT HAZARD S (X) NFPA 13 (X) Lt Haz Ord.Haz Gp ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 650 System Type Sprinkler/Nozzle Density - 10 (X) Wet Make TYCO D Area Per Sprinkler - 252 ( ) Dry Model LFII E Elevation at Highest Outlet - 31 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 4 9 I Rack Sprinkler Allowance - ( ) Other Temp Rat 160 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 202 433 Press Required - 73 077 Summary C-Factor Used: 150 Overhead 150 Underground W Water Flow Test Pump Data Tank or Reservoir A Date of Test - 06/06/13 Cap - T Time of Test - Rated Cap - Elev - E Static Press - 90 @ Press - R Residual Press - 70 Elev. - Well Flow - 2176 Proof Flow S Elevation - 0 U P Location - 200 DEMING STREET P L Source of Information - CONTRACT DRAWING FPO 00 Y C Commodity Class Location 0 Storage Ht Area Aisle W M Storage Method: Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult Row ( ) Open Shelf O C R K Flue Spacing Clearance Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: ater Supply Curve (C) LLSTATE FIRE SYSTEMS Page 2 HE RESIDENCE AT WINDSOR FARMS Date City Water Supply: Demand: C1 -Static Pressure 90 D1 -Elevation 13.426 C2-Residual Pressure: 70 D2-System Flow 102.433 C2-Residual Flow 2176 D2-System Pressure 73.077 Hose( Demand) 100 D3-System Demand 202.433 Safety Margin 16.676 150 140 130 p 120 R 110 E 100 C1 S 90 S 80 D2 C2 U 70 D ' R60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f sittings Used Summary 11-STATE FIRE SYSTEMS Page 3 'HE RESIDENCE AT WINDSOR FARMS Date Ifitting Legend bbrev. Name % 3/, 1 1'/, 1'/2 2 2% 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 1 NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 'sp Flow Switch Potter VS Fitting generates a Fixed Loss Based on Flow i NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 :ib Wilkins 350A Fitting generates a Fixed Loss Based on Flow Jnits Summary Nameter Units Inches .ength Units Feet 'low Units US Gallons per Minute 'ressure Units Pounds per Square Inch Jote: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors )f 120 except as noted with * The fittings marked with a*show equivalent lengths values iupplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation or CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ALLSTATE FIRE SYSTEMS Page 4 THE RESIDENCE AT WINDSOR FARMS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 1 31.0 4.9 26.45 na 25.2 0.1 252 7.0 2 32.5 26.95 na 3 32.5 32.29 na 4 32.5 42.02 na 29 32.5 42.2 na 30 32.5 42.36 na 31 32.5 42.76 na 32 32.5 43.39 na 32A 32.5 45.86 na R2 32.5 49.85 na R1 9.5 59.84 na 5 9.5 59.86 na 6 9.5 59.89 na TOR 9.5 60.03 na BOR 1.0 66.77 na UG1 1.0 72.39 na UG2 -5.0 75.04 na UG3 -5.0 75.18 na TEST 0.0 73.08 na 100.0 8 31.0 4.9 25.66 na 24.82 0.1 170 7.0 9 32.5 25.17 na 10 32.5 25.72 na 11 31.0 4.9 25.26 na 24.63 0.1 138 7.0 12 31.0 4.9 32.14 na 27.78 0.1 253 7.0 13 32.5 31.68 na 36 32.5 42.36 na 21 32.5 42.5 na 21A 32.5 46.05 na R4 32.5 49.67 na R3 9.5 59.66 na 14 9.5 59.68 na The maximum velocity is 21.53 and it occurs in the pipe between nodes 3 and 4 • Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 5 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn 1 25.20 1.101 1T 9.563 1.500 26.449 K Factor=4.90 to 150.0 0.0 9.562 -0.650 2 25.2 0.1044 0.0 11.062 1.155 Vel= 8.49 2 49.45 1.394 1 E 4.762 16.880 26.954 to 150.0 0.0 4.761 0.0 3 74.65 0.2466 0.0 21.641 5.336 Vel= 15.69 3 27.78 1.394 IT 9.523 12.460 32.290 to 150.0 0.a 9.523 0.0 4 102.43 0.4427 0.0 21.983 9.732 Vel= 21.53 4 -49.75 2.003 0.0 8.080 42.022 to 150.0 0.0 0.0 0.0 29 52.68 0.0222 0.0 8.080 0.179 Vel= 5.36 29 0.0 2.003 0.0 7.190 42.201 to 150.0 0.0 0.0 0.0 30 52.68 0.0221 0.0 7.190 0.159 Vel= 5.36 30 0.0 2.003 0.0 18.190 42.360 to 150.0 0.0 0.0 0.0 31 52.68 0.0221 0.0 18.190 0.402 Vel= 5.36 31 0.0 2.003 1 E 6.482 9.090 42.762 to 150.0 IT 12.965 19.447 0.0 32 52.68 0.0221 0.0 28.537 0.632 Vel = 5.36 32 0.0 2.003 IT 12.965 91.758 43.394 to 150.0 1 E 6.482 19.447 0.0 32A 52.68 0.0221 0.0 111.205 2.462 Vel = 5.36 32A 0.0 2.157 2E 12.307 10.542 45.856 to 120.0 1T 12.307 31.998 3.000 *Fixed loss = 3 R2 52.68 0.0233 1 B 7.384 42.540 0.992 Vel = 4.63 1 Fsp 0.0 R2 0.0 4.26 1 E 13.167 23.000 49.848 to 120.0 0.0 13.167 9.961 R1 52.68 0.0009 0.0 36.167 0.031 Vel = 1.19 R1 0.0 4.26 1T 26.334 0.500 59.840 to 120.0 0.0 26.334 0.0 5 52.68 0.0009 0.0 26.834 0.023 Vel = 1.19 5 5.74 4.26 IT 26.334 2.360 59.863 to 120.0 0.0 26.334 0.0 6 58.42 0.0010 0.0 28.694 0.030 Vel= 1.32 6 44.01 4.26 1 E 13.167 33.260 59.893 to 120.0 0.0 13.167 0.0 TOR 102.43 0.0029 0.0 46.427 0.135 Vel= 2.31 TOR 0.0 4.26 1 E 13.167 8.500 60.028 to 120.0 1 Fsp 0.0 13.167 6.681 *Fixed loss = 3 BOR 102.43 0.0029 0.0 21.667 0.063 Vel= 2.31 BOR 0.0 4.26 1Zib 0.0 0.010 66.772 to 120.0 0.0 0.0 5.616 *Fixed loss = 5.616 UG1 102.43 0.0 0.0 0.010 0.0 Vel = 2.31 UG1 0.0 4.1 1 E 14.534 6.000. 72.388 to 140.0 0.0 14.534 2.599 UG2 102.43 0.0026 0.0 20.534 0.053 Vel = 2.49 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 6 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn - UG2 0.0 4.1 1 E 14.534 40.000 75.040 to 140.0 0.0 14.534 0.0 UG3 102.43 0.0026 0.0 54.534 0.144 Vel= 2.49 UG3 0.0 8.27 4E 113.872 500.000 75.184 to 140.0 1 G 6.326 175.552 -2.166 TEST 102.43 0.0001 1T 55.354 675.552 0.059 Vel= 0.61 100.00 Qa= 100.00 202.43 73.077 K Factor= 23.68 8 24.82 1.101 0.0 1.500 25.665 K Factor=4.90 to 150.0 0.0 0.0 -0.650 9 24.82 0.1020 0.0 1.500 0.153 Vel= 8.36 9 0.0 1.394 1 E 4.762 12.410 25.168 to 150.0 0.0 4.761 0.0 10 24.82 0.0321 0.0 17.171 0.552 Vel = 5.22 10 24.63 1.394 0.0 10.720 25.720 to 150.0 0.0 0.0 0.0 2 49.45 0.1151 0.0 10.720 1.234 Vel = 10.40 0.0 49.45 26.954 K Factor= 9.52 11 24.63 1.101 1 T 9.563 1.500 25.263 K Factor=4.90 to 150.0 0.0 9.562 -0.650 10 24.63 0.1001 0.0 11.062 1.107 Vel = 8.30 0.0 24.63 25.720 K Factor= 4.86 12 27.78 1.101 0.0 1.500 32.143 K Factor=4.90 to 150.0 0.0 0.0 -0.650 13 27.78 0.1253 0.0 1.500 0.188 Vel = 9.36 13 0.0 1.394 1 E 4.762 1.080 31.681 to 150.0 1 T 9.523 14.284 0.0 3 27.78 0.0396 0.0 15.364 0.609 Vel = 5.84 0.0 27.78 32.290 K Factor= 4.89 4 49.76 2.003 1 E 6.482 10.260 42.022 to 150.0 0.0 6.482 0.0 36 49.76 0.0199 0.0 16.742 0.333 Vel = 5.07 36 0.0 2.003 0.0 7.320 42.355 to 150.0 0.0 0.0 0.0 21 49.76 0.0199 0.0 7.320 0.146 Vel = 5.07 21 0.0 2.003 3E 19.447 145.623 42.501 to 150.0 1 T 12.965 32.412 0.0 21A 49.76 0.0199 0.0 178.035 3.547 Vel= 5.07 21A 0.0 2.157 2E 12.307 10.167, 46.048 to 120.0 1 B 7.384 19.691 3.000 * Fixed loss = 3 R4 49.76 0.0210 1 Fsp 0.0 29.858 0.627 Vel= 4.37 R4 0.0 4.26 1 E 13.167 23.000 49.675 to 120.0 0.0 13.167 9.961 R3 49.76 0.0008 0.0 36.167 0.028 Vel= 1.12 Final Calculations - Hazen-Williams ALLSTATE FIRE SYSTEMS Page 7 THE RESIDENCE AT WINDSOR FARMS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R3 0.0 4.26 1 T 26.334 0.500 59.664 to 120.0 0.0 26.334 0.0 14 49.76 0.0007 0.0 26.834 0.020 Vel = 1.12 14 -5.75 4.26 7E 92.17 250.710 59.684 to 120.0 0.0 92.170 0.0 6 44.01 0.0006 0.0 342.880 0.209 Vel = 0.99 0.0 44.01 59.893 K Factor= 5.69 14 5.74 2.003 9E 58.341 338.900 59.684 to 150.0 7T 90.753 149.094 0.0 5 5.74 0.0004 0.0 487.994 0.179 Vel = 0.58 0.0 5.74 59.863 K Factor= 0.74 General Calculation- Program Job - THE RESIDENCE AT WINDSOR FARMS Date - 10/21/13 File - C \HES\HydraCALC\Ver50\Data\Jobs\RES CALC AREA 1.wxfTime - 12 02 14 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req Delta Actual Req Delta ID K-Factor Flow Flow Flow. Press. Press. Press 1 4 900 25 20 25.20 0. 00 26.449 Pt 26 449 0.000 8 4 900 24 82 17 .00 7. 82 25.665 Pt 12 037 13 628 11 4 900 24 63 13.80 10 83 25 263 Pt 7 932 17.331 12 4 900 27.78 25 30 2 48 32 143 Pt 26. 659 5 484 Total K Factors 4 Total Fixed Flows 0 Sum Actual Flow 102 43 Sum Required Flow 81 30 Sum Delta Flow 21 13 Max Delta Flow 10 83 Max Delta Pressure 17 331 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres Pres Pres. 1 <- 2 1 101 26 449 1 154 -0 650 25.20 8 49 2 <- 3 1 394 26 954 5 336 0.000 74 . 65 15. 69 3 <- 4 1 394 32.290 9 732 0 000 102 43 21 53 4 <- 29 2 003 42. 022 0 179 0 000 52 . 68 5 36 29 <- 30 2 003 42 201 0 159 0 000 52. 68 5 36 30 <- 31 2 003 42 360 0.403 0 000 52. 68 5 36 31 <- 32 2.003 42 763 0 632 0 000 1 52. 68 5 36 32 <- 32A 2 .003 43 394 2. 462 0 000 52. 68 5.36 32A <- R2 2 157 45 856 0 992 3 000 52 68 4 62 R2 <- R1 4 .260 49 849 0 031 9 961 52. 68 1. 19 Rl <- 5 4 260 59 841 0 023 0 000 52 68 1 19 5 <- 6 4 260 59 863 0 029 0 000 58 .42 1 32 6 <- TOR 4 260 59 893 0 135 0 000 102 43 2 31 TOR <- BOR 4 .260 60 027 0.063 6. 681 102 43 2.31 BOR <- UG1 4 .260 66 772 0.000 5. 616 102 43 2 31 UG1 <- UG2 4 .100 72 388 0.054 2 599 102 43 2 49 UG2 <- UG3 4 . 100 75 040 0. 143 0 000 102 43 2.49 UG3 <- TEST 8 .270 75 184 0.058 -2 165 102 . 43 0 61 8 <- 9 1 . 101 25 665 0 152 -0.650 24. 82 8 37 9 <- 10 1 .394 25 168 0 552 0 000 24 82 5 22 10 <- 2 1 394 25 720 1.234 0.000 49.45 10 40 11 <- 10 1 . 101 25 263 1. 106 -0.650 24 . 63 8 30 12 <- 13 1 101 32 143 0. 187 "0. 650 27 78 9 36 13 <- 3 1 394 31 681 0. 608 0.000 27 78 5 84 4 <- 36 2 .003 42 022 0.334 0 000 49 76 5 07 36 <- 21 2 003 42 355 0. 146 0 000 49 76 5 07 21 <- 21A 2 .003 42 501 3. 547 0.000 ,49.76 5 07 21A <- R4 2 . 157 46 048 0 . 627 3 000 49 76 4 37 R4 <- R3 4 .260 49 675 0. 028 9.961 49.76 1 12 R3 <- 14 4 .260 59 664 0. 020 0.000 49.76 1 12 14 <- 6 4 260 59 684 0.209 0 000 44 .01 0 99 14 <- 5 2 .003 59 684 0. 179 0 000 5 74 0 58 2 Pipe with highest velocity 3 - 4 (21 .533) Water Supply Summary @ Point TEST Total Flow From Water Supply Curve 202 433 Pressure From Water Supply Curve 89 753 System Pressure Demand At Supply Curve 73.077 Safety Margin at Supply Curve 16 676 3 Iwo"W14112 �MEN ,. 1 1 � !�1� it—, • 1 11• :' MRS EMISSION MOO ' I� :i� // ►a'i I�1. • 1 .1 : 1 ® I-i.��l. .��'�. .��,•1■1�1. .I. •I. .��.a�,. ..1. .I��.r1 /�I/1 ■_Ili LJ— '"�`" i •`J■I -- - '�I =�I III • • 1 1 �1 II ' . 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'.., . 2'x2' CEILING TILE I I 1 1 201 I I I I I 'I I I I I 1 1 .:::• .' .. • ; OR QUARTER POINT OF I 1 I I I I I I' ' ( I i 1 2'x4' CEILING TILE ,,, I,, e I I 1 DROP 3_II/, 1% 1 n ' I I I 1 1 1 1 , -- A.T.R. 4 MAIN OR , � I I I 1' I I I I I I 1 -- RING I BRANCH LINE 1 I I NI I ig m 11 '1 I I I i i 1 -- CONC. SHIELD .� CENTER I 1 I I 11 ' I I I I' I I I I 1 ' ' 1 ' -CEILING- q O SCORE ---� -- -I _ I _ I I -' - - I --- --------- - - �-- --- ----- - �---- - - ' - - - - - --- - - - , I ' 1 r �- r,- i CONCEALED ' '-- I I- b I O I 1 - +'' -------� I I 1, m I 1 I I '��� I I U�� I F�� - i - - ----- - SPRINKLER 1 1 1 i I6F,111I -ItI I I I I I 1 I AL STU[�101 AL STUDIO I � 3 TYP. HANGER �` 4-o, -I ' I , I TYPE , TYP A I FCU ' I ' � / CONC. DECK w/SHIELD RETURN BEND DETAILIII I I 226 22 I NO SCALE CENTER OF TILE ' ' i I ' ' I 1 I ' I I I I I I'i lli p/ 11 1' I , (NO SCALE) { ) (NO SCALE) I I I 11 I :: , --- I ' 1 1 1 1 I I I � I E 9-b ] II 1 2 BRI CONCRETE DECK --, --- -- - P AL ...:.....:..... --1---- - , --,- - - - ;-- --- -j---- - ---10 —- - - - -Fc- - - - - --- I _ ----; �_ = TYPE 8 I . - :: ' �1 _ —BOTTOM OF DECK — — — , I I 1 1= ...,•. —�.... FCU AL 1 BR I U I FCU 112.323.1 1 ---- \ �� 2- I AL 1 BR I ' AL 1 BR I i I 224 I ;• :: . �� °:slibNK I -- RETAINING STRAP .... TYPE A I TYPE A L CORR.02-001 I ��---J II I I 1F I 1 -- AT.R. 1 MIN.-12 MA X2 ACT 8'-0" I 229 H P I 0 1 --- - L M 11/ 1/ / I 1-1 i . m 0 228 I 227 i I Ili ` . 1 p 1 1 1 1 II I I I .. .� .- .., .'• ST 1 __ » » X \ n � m - SAMMY CST-20 1 RING 1 I 1 __ . ...:....... 'ro) II, , ,.,Q I ', I ; , a „ - l-Ilh 4- "3 2L=== ' Z -- T.B.C. 11 I 8-0 T :.4 : I �, ,,, 11 -_e I -4 I I ---\ 5 -- ``�N ,,/ 11 [ 9-, j i- ` I I 1 J 1 AL S UDIO p - : � : 10_ I- ' ' [ 9-b I 11 , , =L=_ ____- 3 II I I -- /8 CSTTYPEC 1 1 I 1'/ -� II I 1 ATRI n I \ I 3- , S 1,1 1 I I 1 , I �.\_—- / ,�Ifz _-I_-� ;' �, ; 1 I , 1 -- RING MAIN OR LINE TTT 1 1 T_FI02 =� b � I i II ' ' 1��lJ W' ,� II • ' i i i \\� ' m I 11 _ \ m 1 ---+ ---- - - STATII- - -4 .... 11 L 1 '-- - z ` \ I G 0�* I - - ' ----- 7 TYP. HANGER TYP. HANGER UNOBSTRUCTED CONST. -- I $ = T , 3 r. .....-... ..... II „ __ - - - I b_ , / » 1 1 CONC. SAMMY 3�8 -16 _ 1 I-BEAM & BAR JOIST UPRIGHT DETAIL N N ............ , _ UI I 7 1 n ,fl —- _ _ _ I i - - , i _ _ _ „1_ ' ' _ _ _ _—_ _ I II ' I 'NO SCALE NO SCALE ----,— -' n :::.::::::..:.:.: ::: AL STUDIO ) { ) , 1 I I I�-� i I i a -5 „ ------ ' I''{ i I 1 :::.::::::.�:::::::: - ... _ II E A M� ' (NO SCALE) STAI I I .. 2 ,�.f I/ , p/ i I -- ; m_g I I L _ ---- -- 11 _I 1_ �_�4 5-3 1 .c I i I'//' '` �_, I m' - 1 I ----- it 223 .'- , - C.. ------ I -- t ---- --- I o O _ 1 , _ - ----- - LL 11 i ' �'0.� --- --- ` ------ - 1Tw=tft= rff ; ' �� 2 Y 2-I 2 - 1 2 Y 2 2 I/ �� I, I= - _� , ` �, 1 II C L�I�-1�� IA4" 4-6 2 11-6 5- 5-I 2-I x 8 z I-4 m a I 1/< I I :4 . I -J .,..... 0 T 2-8 2-11/213-6 i YD-m 1 � I m _ _ I � - - - - - - - - -I _ - - - , - - Z.� , _— I I i i II I I 1 . ............................................ ..................... ....... ............. . ..... I 9-b I , , , ......... .. - 2 2 2 _.....3.... 2.. I i - 5 2-b : 5.-3 : 2-3...�� :11- .:••::: 8 3-9 2- r,2-9 2 2 _ N..:. 8- m I � � ELEC 02-018 I',1 -p;'' I'/ GWB ...:..... :.....:.............:.T..�1......:...... O WB _n r..- I 02-018 0 _ _ = GWB 8'-0" / :... - .-.:.. . ... ... . ..:.. . --- .. I 1 c•, , :::: k�R 1 .:.:. :::: i 0 _ 0 1 �- ----�-, i3b:i 2-1: 1_8 ::: -b:] V. : : . : $ 6 :•:: '. .. -b.... ... ._ I m c� I ---I — ----- 1� RRI • F7 I I I 1 ...:................` q,....{......•............:............ •: . ::.+: : , .• I: 1 -019 2-5 I 11 96 .L-J-11 0 t-J H i I [ 96 ] _ a _ 1 1 ..:........ _ 11 -\ J 1 ... ........... .............. .:::::::::.:�:::::::.:� .� ._. _ I : :•:::• ................................................. ........... ... ...... ....:�...........^... ........................ _ _ 11—_ I I I _�__ -_ 1 — — •. ,;. 1 I 'I _ `" ; L-, ----- / 13� LEGEND ---- Q �tI ..... TYPE A .. _. y ' �, 1 ::: .fl.. ` --- -- r Eff:------ - -, '--r• - - ' \ I ,--- O I O , 11 ' ,I, lI, �. .. I I GWB CORRIDOR02 O I r ; 1 1 m s - 2-s 2- s 3-6 s -m 6 .... — ::. :z-: J_ I_ I 1 I I I------- I' -, -�I --I- 1-� „ I ; Im-a 3- _ , 5-11, I I [ 9-b ' GWB/AT= HEIGHT TO CEILING AFF I I I ..... I II' ^ , , ^ I I I I I I I I I 1 1 ,I, I I �.r --- ,O I 1 t1/ is{i• -.. m tI/ I 11/ . ' co t'/ I I TYP AT ALL , , i3 - 1 , 3; ; 1 1 ; ; ar I O 9-b W 9-3 s ____;I -4 - -m- s 4- b-2 O: , , - C HEIGHT TO CENTER LINE OF PIPE AFF ::. 1 ,----- I , , " �..` 1 L 1 1 I = ,'r___ I UNIT ENTRI OTE:TYP.AT ALL UNIT ENTRIES U �_ N AL STUDIO 9-b _ , �, • =_ „ " __ _ I ' -- - - --- e .`" I Z_ =IQ A I .,= GWB 4 WA W w �` I - a a r=-- =1 I �' o 0 7'-6"TYP Y SWAY BRACE w o w TYPE A SIM. 11 ,- �..... it -,� n "' 11 U �, n AL 15 / � t- � w Of- 1 - AL 1 BR AL 1 BR , 1 CORR =--- F-i NOTE:TYP.AT ALL UNITS �_ LONGITUDINAL SWAY BRACE J ¢ D, � _ ¢ 204 '- -i ri.'..---,..... I 11 115 d, TYPE A SIM. TYPE A 5 '11 115 6 I 04 02-00s �; Y v Q F n ' Lu ' 11 ' _ 206 ' 207 IAL 1 B �--� t 1'/ I'/. ' ' 1 ' LATERAL SWAY BRACE z J I- I-w O J °' 7 � ' Im-4 I-5 5-ll z 1 ; ' [I:: W ¢ S2=z ¢ I— ` 1------ n - 208 O O 'i I' I'i 1�/ ; I'i ' ICI (n ~ ~Z Q U I14= NE4V SPRINKLER PIPE w � z ¢ w � o� [ 9-b , D/i -1: 2-8 2-1/ �, Im m ' U O p li Z I ' ' ' I ' O NOTE:TYP.AT ALL UNITS ,,J ¢ J Z- L CORR.02-001 1 I --- --- 1 II II 11/ I I'' ' 1 1 II/ i'' n "= I�--- [ 9-b O I- O O o I_ O ct ACT 8'-0" ------ LLJ m_7, -5 ' -5 l,,z 0_�, i- I 1 --- /� 1 O 1,- F- z U o z bi 1 , - ------ --- - ----- --- - �----' - - - - ------- - - -- 2 1 11 w 00 w w -- - ------1- - - _ P HYDRAULIC NODE -'-- '- - - 11- 1 _ I I--�-- _ � -7$ 1 I T .. :.. b , 1 - 1-II 19 �Cn TI / Of 1 J VITtES DIR.02 0 5 I + II I 1- � � w � � �w ,.. I 1 221 ¢ -i zw� wQOf L1 I I I . ..._ ...... : _ .. :.. r I 11 -- ------- TS TAMPER SWITCH ¢ o 'ACT���B'Q"� t- _�:.. -- ----- - 19 O --- --- - --r-- I - -- ---- U- �cn r,c I '/ _ I • - - - - - - - - I 1— / w� = p U O o a Vl --- _ --- -- --- _ -- ----------- - - - - - -- - - , •I�i�•9- - - - 4-1..:.. _9 . , �J 4» x 2 x 2Yz FDC I- v w 0m of ' AL 1 BR :... . .........QLRECTOR.. TOILET _.:�....:..... U - m �- 1 TYPE B I WB . E'g 6:-]..BRAIN I IV1l : 02-007 ' ' TOIL T 02-007 I m z w ¢ ' I I WD -0" - ; L I ; _ O w Z E-w w 0201:5 ..:. .:.... 1 - _ , AL1 BR o _ z - =cn E ' , 205 I : -:....-ACTIVITIES• 1 :©: I -- ,7 TYPE A n I BUTTERBALL VALVE w I- w o w c�z O w Z Q D t 1 I I 02-014 . ::;:;- ----1 I 220 I w rr w U U 1 , 1 i ' LOUNGE 0 -004 1 : I - : ,,, ,I, : �,, ZFIRE MAIN ENTRANCE w z m,,�wC /I I GWB -6" - _ _ 25 o z a lm,a . 5_ 1-b, - _ I JANITOR 02-016 I / �z0 p >� cn ¢ 11 I __ ' GWB 8'-0" w U z ¢ z - - - - - - - - - = o .. ' ... ---- - ----- --------I --- } O I cn I t - --1-+---- I 1 ..................... ...::::::... e --- --- --------- -- - 6" ELECTRIC BELL cn - w z _- _ RAIN GYM 2 01 ---- ::.::;:fit:::`-:- ;::; :-; :: : :::: 02- _ _.. :...�2 016_ :- - - - - -- ' - _ � - --- - z -ij U L- J 1- U I :::.:.....::.::::: : 3-b 1- 2X2 ACT 8'-0.. / O w z ¢Li..O z p ....... ......... .................W.. . ............. ------ ----- ----- RAIN GYM 2-01 I :::::�:1.'::%::;`.: ::.:.•-'::::::::•:;•::::::; ::.:....:. :'::•::;:.:�: : . :0. n ' '- - ..................................... ::•:: ..... ....:..:. ........ ......... ........ i I : o : : 0 : : o - I -;-- � LL � z cn O O w z ....... ......... g II — L�. -�_ : ; :•: ..:..................................... ::: �:. STORAGE 2-013 .. 11 I U ¢ O / = o _ z o z . . GWB -0" :::::::: ...:._.n......:......:......:... -:.. ----------------- 28 - -- " : .... ::. . . -*-_. SEA ---- - --- -—-—-—-—-—-—-—- -—- -—-—-—-—- - - -—- -—---- ---—-—----- — ::;;::;: o : 8�: o :8 m: o a . O : :;•::•:r.:: 11 L .'.". - - - . :......;.....;..... J .. . 1-1-. SALON 02-005 : ':: ......................................: 1 --I __ _ _ 11 , ,� , ---------------------------- ----- ------ - - -- - --- -- - - ----- ()-U I — 1 1 X2e� Z : -:::--':::::.::::::_•::::.:::.::--- -- - ............................................. m_jj4i ,.f 1 2ND FLOOR FIRE PROTECTION LAYOUT =� SALON 02-005 I GWB 8-0 n 5 5 , m; , 3-b ' / SCALE 1/8»=1'0" � ' - -' ........... :::::::::.-::::.-._::::::._::.::::--:-:::.::::::::::::::::::::::::::.:::::::::::-------.:- -.. ........ 9 [ —_ _—_—_— -- _—_—_� ........ ........... .. ......... ....... .... .. _ ........ ... ... .... _ 1 ........ .... ., . ....:.....: .. .. ... -t ........ h� liC. '.000' -:::._::. :. _ . -:... :::. . ............. O I: O 1: O : •:.D-'-: Y �� 9 --, 2ND FLOOR SPRINKLER HEAD SCHEDULE °x s : ....- mb.... . m.b.... ...._ ..........._ ... ':I. I'/4 TYPE:::: �:-:- :::.:- -- I m-IIl: ....•.......�......... ...... : : : - I MEDIA RM 02-009 ... ... .. .. 2X2 ACT 8'-E :::::.::::::::.:::.:::::: : 19d C I -q 9 N='.•' "' - = - ' ' I I 1 /2"1G- _ ) Tl'CO LFIf RR ism` RESIDENTIAL CONCEALED PE DENT WITH WHITE COVER PLATE .......... . ---'-'.. ........... ----:.....:..... ..... ..... 1 TT ............. ........ ;..... ..... _ :::•::::::;:: i�::: :::::: . o o o : :'`si::: L CORR. 02-006 1�11.......-•---------------- - - : ::::::.�. , 1 -:-.:.:: ::;: :::.; :-.... . . :.....:.....: :::.:•:::. _ 64 C -5 b) TYCO II Q. CONCEALED PEND NT WITH WHITECO R AT ... ....................... . ......: . :MEDIA:ROOM: - �g ---- X2 ACT 8'0" 14".1 3� / MEDIA RM 02 009 :. . ;.:c ....: :.....:..... .. ..: 02-00J. .. ..;..... : ::::::•:.: ---- �_ / I GWB 8'-0" :::::.- ::: . : n ' _ ::::: :::::::::::::::.::.: :..... .oe ..... .._Q...._ O :.... n � I AGWB CORR. 8?0" 6 0 -- - - ----------------- ----------- --- - -------------- - --- ------- ---- , . , 421 : .-:-::5'l4 1 _g - I I I I 1 (\ ......... . ... I . : : 2-8 2-I �,,,3_b j -------10_0 .... :.....:....... ... ....: .... ..... .: ...:.:.:. Im-I '�� -1 h —- - -—-—-—-—-—- - -—-—- -—-—-—-—-—-—- - - -—-—-—-—-—-—- ' I p N 1 ...::::::....:::::: I E ] .—. �h 11 AL 9TUD1011 W _ o 2-a .. , �� P$ A c 1 I Q cn l O• ' II �� / U) >- Q w z Cn �- ¢ c� .. I I' ' 11 I OTE:TYP.AT ALL UNIT ENTRIES _ _ cn . cl� m-u, : : ' ' - -- II -J W _ 1 3 J ^ O '-I'- ' II FS 1� SUPPLY RISER O 1_ I_ I ' ...T.- ,6 :®..... I L , ---- I I 1 - a<--- Li- I.n AL CORR.02-010 - _ Q2 CONTROL VALVE N •o Il —'—-—' LL - - � , -- _ • � Q3 PRESSURE GAUGE/COCK X ' m-II ' ....L I l I I ' — Z 10-I -8 2-1 3-b i0 ' U D(O O 1'/ Oil 1/ / 1 :::: 1 - I I 1 , SOFFIT NOTE:UNIT 219 AND 319 ONLY r QQ SIGHT GLASS m o U LAUNDRY 02-012 -4—�-�tm- 3-b : - 7 8 - :0: .:;: , , 8'-0' GWB co U 2X2 ACT 8'-0' 1 9 .,- : :: :-:-:-:•':":-:-: :::::. :: :.. ::::::::::::......:::...::................:::.....:: O5 FLOW INDICATOR - CONNECT TO ALARN SYS M O .: ..... .:........ 9-b - ..:: ..:::.:::::: 4 --- - - i 2-8 :::. ____ ors.:: ... ... .. __ ,r, ___ - I ' .....I :.-�..... .- :;:x:i...W::...... NOTE:TYP.AT ALL UNITS / © TEST do DRAIN VALVE a : .:;:. - - 30 1 7 PIPE TO DRAIN --1- I -= I ' / TO DRAIN RISER TRASH 02-011A II ' "' 'At" ' TOILET 02-008 GWB s'-o" I II " ORRID - I F-0• GWB . I II I I I ' :02-010 I I I I I ' . II/ I I'/ -------0 ARD LAUNt. Y.......... - -1 2-8 2- �3-b I m C RM 02-001 �, , 8'-6" 2X2 ACT ------- --- --- --------- - - - - --- ---------------------- - L --- - _ --- - - -, SEE I)ET :j7_.:1A7 . I -'4 --'- : � IJ I 1 CARD RM 02 0 ..I..._......... x 1 ; ; , - 8'-0" GWB IY0 FMI.....:.....:..a..:... .:.... �-.:....�..... - ' - - - -�- , - 2 ---!--- --- 4� 5fi fNK� fib. �00i� CO1�Ti�0� ST,�T(Ol� 1� T fL�T�'�.� I I'4 III/ .................... / o 3-b r :•:5 3L.:::::•:::::::;•::... •:..........•.........:•... TOILET NO SCALE ] U o 008 AL S UDIO a • ❑ # : ..,.....;.�; ...::.:.::. I� R Q � � J TY E D ... •::::::.: ____ Z ::::::: :•:.:::: T .I::•:.:•:: ..:. I 7 ' - .�... I / 4� §E C/:) Q___ - I o ....... �--- �-- 1 1 z •:::...::::::::::::::.:::.::::-::::._::::::::.:.....: ::::.:.::::::::::. :.::::::::.::._::::::..:. :::::.:::::.-:.:::.:::..:::..::::::::•::.::.:.......::: : :.::.::::::::::::::.. .. CzENERAL NOTES: zCD C W I/< 1/ .... .h...............•. .:�•:::•`.-H.:-,.."_::: :1::::::•. ..:.......-• •I••• _ _ 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 2002 EDITION PER CURRENT STATE OF CT. QUI T W C...........:•::::::Z•:::::::.::::. a :1 :.:::::.� ..•:::•:.::::�....:.....::ram•:: :.:::::::•:;::•:rya. �•:•: 3 2 2 9 4 / RE REMEN S. t_ 9-415 3-3 -1 -- - - - - :-:J . - ;;:3=: t ....:::::: '.,.t�. .... � i O :::::.:::::::::.:::._:::..::::::: ::.:...::::::::.:... ::::.::.:::.::.-:.._ 9 b -b 1 ....T..... .. ..................... ...... _ :::::::;:::::::•::::• :::::::.:-:::::.....::::•::::; :::::::d::::::::::::•:::::::•: - -- 1E ] I 2. OWNER IS REQUfRED TO PROVIDE NEAT INROUCI-{OUT TI-I NTI AL 1 ] ........... _ ..... ......L.................. .... ....................................... .................... ---- E E RE BUILDfNC TO MAINTAIN MINIMUM TEMPERATURE OF 40 z 0 �._ --_---- --_—_-- --- _ - _—_-----_----- _—_—_ _—_ _ _ - _ - _-- _: :: `+:;;;;:=:':` :::':::-:'; - - DECaREES FANRENNEfT FOR ALL AREAS PROTECTED WITH A WET PfPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED �� ---- -—-—- - -—-—-—- —T �6— __ = I - ! 1' I BY THE OWNER AS REQUIRED BY NFPA-2r✓-. Q O --- ' LL I `------ --- --- 1 - --- --- --- „ _ , 3.MAIN PIPING 2�2" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. 65 " U� 2 1 BR -- -—-—-—-—-—-—-—-—- --___ - --------- - - -—- -—-—-—-—-—-—-—-—- - I I ;--- _ - „ I Q = -;TY BSI BRANCHLIKE PIPING IN TREE AND GRID SYSTI=MS SHALL 3E CPvC PIPE 4 FITTINGS.ALL DRY PIPING TO BE GALVANIZED STEEL PIPE. �j I ; _I_ J' I s-i '_ I1 ; 215 V_ 4 //-T I I . . 11 w ; I f I I = aD II - 4.PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE._ 1 I - —! _, I I I I - 11 9, _;"I "I�- -g I I 3- 3- II I- "-'-- 1'/ � W 1 I'' 1 __ ' 4 I =___- 1: ' II II, f =___ _ ==- - IINA 1 � - I 5.MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS PER NFPA-13 REQUIREMENTS. _ 1 b-1 III F. ---- ---- a % ------ I _� _ �� I C) I 1 111 �F ' I= °_- = ,°, 1 , . I 11 1 6.STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED WITHIN THE SCOPE OF THE SPRINKLER INSTALLATION. a- ' � � ' -- --------------------_ ----- ------- _-- --_ - - - - - - - - - ' ' - - - II, _ _-- --- --71 -� I - '-- - I_11_ _ - - / 4� 1.WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. DRAWN BY: PF I I I E91 � I I 1 1 / CHECKED BY: DT I - I 1 i I I I 1 8.ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS,AND/OR ANY EQUIPMENT,ALARM CONNECTIONS-IIURING,FIRE PUMP,FIRE PUMP MONITORING -—- - - -—- -—-—- -—- -—- - - - - - -—- - -—- 1 I • 1 -- ---_' • ' I a i I I I I EQUIPMENT AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHIN THE SPRINKLER SCOPE. SCALE: 1/8" = 13-0" ' I--I 1� I n DATE: 10/15/13 . 1 1 � I I ' I � I I I SYSTEM NOTES: 1 a-/ � � � I SHEET #: FP-2 OF 3 W E I—I 1 I LEI 1 u O I I I I I 1 I 1 9.BUILDING IS NON COMBUSTIBLE CONSTRUCTION. JOB #: I 1 I AL STUDIO AL STAG AL STUDIO I ' iTYPE A I TYRE I TYPE A 10.BUILDING OCCUPANCY IS PER SPECIFICATIONS.PIPE SIZING IS BASED ON HYDRAULIC CALCULATIONS OF REMOTE AREA I WITH A DENSITY OF .10 GPM OVER 9,50 SQI I I 212 I 2 3 214 I I 1 I FT.w/04 FLOWING HEADS.REMOTE AREA 2 WITH A DENSITY OF .10 GPM OVER 1012 SQ FT,w/11 FLOWING HEADS.REMOTE AREA 3 WITH A DENSITY OF .15 GPM OVER 925-4-1-—-—-—--, o� ! �cn nO� 1 I -—- I -—_ ' _— -—- - _ / SQ.FT.w/12 FLOWING HEADS.REMOTE AREA 4 WITH A DENSITY OF.10 GPM OVER 1294 SQ FT.w/11 FLOWING HEADS.REMOTE AREA 2 4 3 ARE REDUCED PER NFPA 13 2-SPI- 1 s —_— ! I _ , I I II I' I I I I I I :I � I I I I I �7 / 11.ELECTRIC BELL SHALL BE 6" 120V 2 4 6 8 10 12 14 16 18 \ REVISIONS --- CONCREE DECK : . " SPRINKLER TO BE 12 " # DATE NOTE --------- 01 10/15/13 SUBMISS ION ISSUE1 ARMOVER 2'x2' CEILING TILE JFCU LEGEND OR OF. A 2x4CEILING TILE 1" DROP I ' ,• ,o ' , 1 , I I I I I ' I GWB/AT= HEIGHT TO CEILING AFF 1 -- RING MAIN OR I le II I I II I I � BRANCH LINE 3_ a ,-3 I I HEIGHT TO CENTER LINE OF PIPE AFF o CENTER [ ] 1 -- CONC. SHIELD I I I [ 9-6 - I I I I I I I I I I 4 WAY SWAY BRACE -CEILING- I` SCORE I FS WIE A AEA 1 ' ' ' ' ' --- - I --- -- 65OSGLFi. I ' IEALED -- -- _ I ----I ----_ _------ I ------- - - - �� , F .00:t- .Fr.Da+slrr LONGITUDINAL SWAY BRACE ----�--- - I I 1 I b __� , I---------------�� I / / 1 «rc�I�s _ --- ' - - --- TYP. HANGER SPRINKLER ' I a O I I ' ' I I HP�L STUDIO I ,� AL�'BR,' r �- 3 r IATERAL SWAY BRACE �`-4�•-� - �� _____ -a ! AL 1 I I I ATYP A /,' n / r' r' r' CENTER OF TILE - I II / �'S'PE A / / / FC I I CONC. DECK w f SHIELD RETURN BEND DETAIL _ ' 327 I / 3 / / / / / / $ ' (NO SCALE) 328 I NEW SPRINKLER PIPE (NO SCALE) I I ► , 1 I III I I , 9 (NO SCALE) I�St�, HYDRAULIC NODE CONCRETE DECK I - � • . .........: .....I I I I , I �, I �, I / / / , / / / II ;'.'. = � ''� :., -,. BOTTOM OF DECK I 1 , : I ----, ' ,� / / �/ / / ,r / II / / / I I O"�••�c TAMPER SWITCH • `< `. .� aS .. AX--__-_ _ _ - --- - - - --- --- AL 1 B FCU - e •1-1�- • 1 -- RETAINING STRAP 1" MIN 12" M --- .:.....:..... FCU AL 1 BR Fcu AL 1 BR ' ' TYPE A 1 I I I / r / I / - ' 2-4 1 / 4" x 21/i x 2/i' " FDC SAMMY CST-20 f / / -s-- � 1 A.T.R. � AL COR .03-001 ; --• ,1,I I " :- '• " Ir/ TYPE A I I I 329 I I t �; / /1 , ,� P/ 11 tl I I 1 -- RING • TYPE E 2X2 ACT 8'-0" ' @: ,fl 331 ' 330 , 1 --- -i a - - /' / U-i 1 4-4/a 4 - 4- II 1 I 1 -- T.B.C. I 1 1 1 �Y ,e I 1j4 --- @ ----- ,!-b,I\ ,r / r r/ /,� \ . L=__ I , BUTTERBALL VALVE -- 8' CST2 � . - 1 3/ 1/ 1/ : ' n I 11, t1. I i ,q , I I II =L== \ l / /' ' ,/ // I 1 -- A.T.R. I 2-6 FIRE MAIN ENTRANCE 1 -- RING MAIN OR LINE pI� �+ �7TUD1 1 0 ............... u _ I Ll I 1 - ;I i ; �\f1 I �! 1 3- \ I =� 1 n 3 I I TYPE C =� b _ �j, 1,/ 11/ 1 _ • ` _ II ' ,- ,,� ,, ,, , -- ' --_-_-- / 6" ELECTRIC BELL TYE. HANGER ANGER ' II UNOBSTRUCTED CONST. FAT _s pIn xx - 1 1 I a / CONC. SAMMY 3 f 8 -16 I-BEAM & BAR JOIST UPRIGHT DETAIL --- 1 I NO SCALE ' _ - --- - --- -- II I (f60 SCALE) ( ) , II (NO SCALE) 1 _ . __ � � II 1 _ Till, - --- Z/ 11 1� i ml / / \ 442r / / / / / / �� , (Y�� I ' - • `--- ' I I ----- , I --t / Z / /' / q --r r ---- e [ I ------ , 4_ ------ I I Im-m I � 3ra 2-1 3 6�� / a 7 \ ri 3) - I - - :::ri: , {t / - 1 1 L 9 6 ]i AL STUDIO / / I , so.:.....:- :•:::::::•:;: :;•:;::::?: : ::{ 2 2 2 ....2 .... .. :.2... m-5/'4a ,' :. : r / ' 0 -018 ' _ = 325 GWBC 03 8��„ / �_ --- ---- _ ........:.... :.....:.....:.....:.._..�.....:......:... :]J::.: `l�Z a o , ,4/0 ' , ' M 11 �- ----�_, 13-b , 2-t a 2-8 5 :: L ' ®� : :O® z,: 9-6 .:...m.-b....:... .. . I: .......m. ... / r / / , I / 19 ' 36 :: ' , II y , :�:. .. .: a sB CORRIDOR +: : \ ....�:.. . .. , �,' o I I 1 _ _ C RI { ....;. . .. .: .\ .............:......:......: / B 030 r' STUDIO _AL S : I :.::•::::'::::::::::::::::':::::::::::::::::::::::::::::::.:::..;;....::::::.................................. . ........:.....:... .:.....:.....:.... :... we s o TYPE A -_ I :<:: 03-0011 :'::::::::::::::::....... ::::•: :..::...:..:-.::•. � � :::::::::::::•:=• �:�;; - r� � /, // / - r / ' '� i � ' / , /' � _ ___ _ ___ ¶ -- ----- GWB $'_o' / -� 3 R D FLOOR FIRE PROTECTION a� I-- 13 4�24 2. 1 I / / 1L ' -- - ��6 ] /' 1 /' , SCALE. 1/8' __ --- --- --- --- I`---- / r �/ II/ 11/ r / zv ' :.. �..... --- --- `------ ---- \, / 1 /1� , ,1, m a 2- 2-a 2-I a 13-b a Ec� 1 .>a. , , 1 _i} -_,_ - 8-0" !mn 5, 2 i i i 1 [AL6 (n -i 1 I' ' O ' ' I I 1 ^ ' 1 i1� ' 11/ I I 11/ 1/ kcT AL 324 I NOTE:TYP.AT ALL UNIT ENTRIES w LL 10a ' "'' - _ _ �� 3RD FLOOR SPRINKLER HEAD SCHEDULE .... , . _ I I , 1 - ,'/ ' ' 1' , I I T W t/[ I I 1 1 I I I I �, tm_b b a m- a - b-2 i i i ' ---' - 1 I 1 I , 1 Y _ / ---- -- --- o W O(n L'-I -- @ fir, (� / 0 201 11/2"K=4.9) TYGO LFII R.R. 160- RESIDENTIAL CONCEALED PENDENT WITH WHITE COVER PLATE J � � � = Q AL STU D I C� 9'6 ] I =_ - t - g =__ - "' IiI'% II I I�B 1OTE A -2 NOTE:TYP.AT ALL UNITS �, Q I- TYPE A II , , _ II n I ' ' 5 ,,, I :, � ::' I , O 04 ll/2",K=5.6) TYCO TY-FRB Q.R 155` BRASS UPRIGHT (on Sprig) z J < w o -� II -- -�- 5 /a I 6ttY-n I os , , _J w ;..... ... 304 , II ' = II m II II 1,/ ]DGPIKFCL>7.13It1 1 L i IjJ ¢ F=- ¢ Q U •: :;..;..;;;.;..;:.;.::. '___ _ _- _ _ - -t--�-- a-2 5-a a ' ------- 50 (1/2"K=�✓b) TYGO RFII Q.R 155' CONGEALED PENDENT WITH WHITE GOVER PLATE � p ��o Z,L -- - - - '}- f�---- m cr 1i I' 111 11/ i i'/ ' � ® L� Z Q a- O O �- � I- ZU OZ � w -- -- - - --- - - I PEASIM. AL1BR n , . AL z-a 1- n - a Im-m � oQ ¢ J000 �o � I I - NOTE:TYP.AT ALL UNITS TYPE A , , _ CORRID(� 307 1. 1'• I 1'• 1'i 03-006 I -1 306 LLIw I- U o cn¢w Q J AL CO R .03-001 _ 111 , 1 - - - --- --- -- I ---- 1 I AL S ' 2X2 ACT 8'-0" i I m-,a -5----- ' - ---15 m-��'�--- L--�= -T- I m-6 _ ---9-1 -- 6 3 ' I -;--- - II cr- --- - -_ --�-- - - - -- 9-6 _ - -- ' ¢ a is U L = w -- -- - ---�- �_,_ -; -�, C ] [ 96 - II PEA T / ~ Jov �woo�5 �j _ r-Y I I I I , b I 1 - 7-1 m Ecn ' 1 I - - - - ------ - 1 I I OPEN KITC EN 0 -- - - - ----,-- , - -- I-- - I 1 - Fc;n I tcn I I 1 - 03-005 ----- - - • 41_�._:_ '?�.. , I -------� / t- Q z m J m z -- - 2�'r - -- i I ESiGN DATA °° w cn M vi o ----------- - - - - - 1 Q w HYDRAULIC DESIGN DATA HYDRAULIC D 1 0oF- 1 LOCAL FIRE MARSHAL (n I BR ' LOUN E 0 004 TOILE ' ' 1 A.H.J. LOCAL FIRE MARSHAL A.H.J. Ld 1- o ¢ U o w z ¢ w t- - DU - AL 1 .:::::::•:::::::::•:::::::::::::•::.�::::::•:.. TYPE B ::::::................................ --- - NFPA-13 (2002 NFPA-13 (2002 � Lou n I 1/4 TOILET 03-007 DESIGN STD. ) DESIGN STD. ¢ Y w w x cn PIPE TYPES z � m Llw w J - � _ �:::-:::�:�:::;-::•::�:�::::-:;-:::•::•:;•::::•:•:::�:::�: � .... t�: ---- m-III; 8'-0 GWB �:•::;;:;� -.:;?�::•::•::•:::�:::�-:;;;•: ........ ..... 1 / `� PIPE TYPES w Z � o • o U � J ' I I === `�'���� �� MAINS BLACK SCH 10/CPVC MAINS BLACK SCH 10/CPVC - I- cn ¢ LOUNGE 0 -004 , "''•' 25 o > z GWB 0" I, 1 i� .._.....�.� ,:. - 31 a i a ;, - / BRANCHES CPV1 2 4.9 SPRNNKLER ORIFICE 2 K- 5.6 U - Z ¢ =z O -- - - --� ------- --------- ----t-- ---- -b a.:.. -.5.. ' --- --- JANITOR 03 009 ------ _ _ � w � I- -_ _-_ I 1 - - _ 6'-U" GWB -_ __� / SPRINKLER ORIFICE �_ �- - z J U w J I- v --- o o --1' y 26 REMOTE AREA #1 AREA LOCATION REMOTE AREA #2 CO w z J Q o z O ------ -- - -- I cn 1 I I --- GWB - - ------- - - - 6 -rr-- - - ----- -� AREA LOCATION 11 w _I= ' _-_-_-_-_-_-_ ------------- - - GWB -2" 5 - m- 3-b/a ,- / 04 OF FLOWING SPRINKLERS z -Y v=i m _-_-_- - r OF FLOWING SPRINKLERS � z ¢ I 1 ---- --- 0.10 G.P.M. S .FT. DENSITY o.10 G P M. S ¢ w = w w U -- --- ^ AL 1 BR DENSITY / W J (� I-J ----- - --- - I REMOTE AREA 650 SQ.FT. REMOTE AREA 1012 SQ.FT. o o ? z o~ o w z Ld OPEN -005 , -- -- '�-- -- --- - TYPE A , GWB '-10" GWB � - - �-- 7'-3' 1 .... ....:.1.... ; _ II 322 ' DEMAND AT BASE OF RISER DEMAND AT BASE OF RISER ef E w o¢ o E 2.9 1 II 194.36 G.P.M. F-- z � ((n Q o o 0- V) 0 FLOW 1oR..43 G.P.M. FLOW - SEAL u►� :; --- - ----------- PRESSURE s6.772 P.S.I. PRESSURE / 45.853 I. •: ..... .••t. I INSIDE HOSE STREAM G.P.M. INSIDE -- ------- -------------- - --� .� -- II 1 1 II DEMAND AT SOURCE CONNECT]01; DEMAND AT SOURCE CONNECTION -; _ ___ L�= = I FLOW 2o2.433 G.P.M. FLOW 294.363 G.P.M. _-_---_.-_---------------- ------- -- --- ,1,- �•a - -1' v\d PRESSURE 73.077 P.S.I. PRESSURE 50.388 P.S.I. -- --- ------------------- - - ------------- 1 m 3.6 , 8 -1 a n ^ OUTSIDE HOSE STREAM 100 G.P.M. OUTSIDE HOSE STREAM 100 G.P.M. �Y f �� 11 /11i 11i Ili I , to AL CORR.03-C @ [ 9-6 --- --;-, 1 _ _ n 5 5 , m, 3 6 a @ c�i _-_-_-- / 3� 2X2 ACT ° AVAILABLE PRESSURE ® REQUIRED FLOW AVAILABLE PRESSURE @ REQUIRED FLOW --- " 9 I [ 9-6 , 1 �, / PRESSURE AL 1 BR = '�� -� .. 89.753 P.S.I. PRESSURE 89.506 P.S.I. z -------- TYPE A - II AVAILABLE PRESSURE OF 89.753 PSI EXCEEDS AVAILABLE PRESSURE OF 89.506 PSI EXCEEDS Ioz. W. r;•: REQUIRED PRESSURE OF 73.077 PSI, THIS IS A REQUIRED PRESSURE OF 50.388 PSI. THIS IS A 1 - - �•� � AL 1 BR 1 SAFETY MARGIN OF 16.676 PSI OR 18.6% OF SUPPLY SAFETY MARGIN OF 39.118 PSI OR 43.7% OF SUPPLY --- -, TYPE A �� 321 _ . I / I, 1 8-6 a O r 1 -- ---- ----------------------- --- ---- , [ 9-6 ] --- 1_ 1 2-9 - 1 __0/ co I 1,2 -- - - ------- AL ST 1 I 1m-, ,�, 2-S 2-1 c63-b 1 im-m I CD N --- 0 ----- ------------------- --- --------------------------- --1 ----- - - � _ ---- AL CORR.03-010 _ = 1 _�__ _ II ' AL STUDIO cL W N GWB 8'-0' ,:- II PE A Q E- x w r 2-$ II 320 , I / L - - ----- ---� 37 0 AL CORR.03-010 , L-------; 1 ... ...._.......... � II 3 J W = cn 2X2 ACT 8'-0" 1 ' I I Il 'AL STUDIO I s O _I ,� o m-11 a ---- : ; -- -- II I TYPE A Fs Q7 SUPPLY RISER Q _ O r AL 1 BR ( ..®..... ! -' __= II I I 319 S 2 :a 20 CONTROL vALVE � TYPE A ;:: NOTE:UNIT 219 AND 319 ONLY s 30 PRESSURE GAUGE/COCK ; -1- SOFFIT o - --- I 11y '• I'/ 11i II,� 8'-0' GWB ------- - ----- --------------------------- U ,1, 1j m-11� i/ I ------ 1 ----_---- _ --- - 4 SIGHT GLASS U m O 00 ' I 1 1 I 50 FLOW INDICATOR - CONNECT TO ALARM SYSTEM 1-' ---- LAUNDRY 03-012 Im- 3-b a - a ' ' O: ::: ALVE o-• � ::::;,,.:.:::,,:••............................. NOTE:TYP.AT ALL UNIT ENTRIES 6 TEST do DRAIN V 2X2 ACT 8 0 @ _ _ t 7 PIPE TO DRAIN J 6 =___ 9 O I I 2- I ::::• :: - - - --- - --- --r, , .c ::�•: ::x:�'::��:��:::::::: TO DRAIN RISER '.�"'� � ............ ........... 39 NOTE:TYP.AT ALL UNITS / 7 s - , I TRASH 03-011A GWB 8'-0" II �.....AE..... ::: - 1 AL STUDIO LOUNGE.03 011 I O RRID 1 1 ' t'/ I'/ 11jt -------1/ TYPE A GWB 8'6" ,.._.....:..... 1(�- , 2-8 2-I- 3_b J -m N _ . •••-•••••••-••• , 1 ,_ �__ NOTE;TYP AT ALL UNITS L...L --_- -_ 1 _ FLOOR L�TATION FLOOR ----------- - --- --- - --------------- SEED -- - - ----------- 1 I 1 1 ' II F- LL � I � ❑ _a DETAIL LA UN RY ..,.:._. ..... a TOILET03-008 / � 5fi i�fN � i� �00 CO>�l�'fi`O� 5T>�TIO>�l 1� T>�I�.CT�'i=.) F-- �j --- _t---- Z' F - _ _ 6� 42 W 1 1 J NO 6CALE O �- TYPAL E�L - @ i:::r:-: 3-3 I I I I L �^ O Z 312 • g.....;.• S V) 0 I I ::•::: : [ s I o :( :i::::: .. .....,. _. .......`:' 9 ] I / GENERAL NOTES: CD 43. ....:.... ...... .. .. . / - 2 02 ITION PER CURRENT STATE OF GT. REQUIREMENTS. :;:: 1. SYSTEM INSTALLATION TO GONFOi�i"f TO NFPA 13 0 ED ::=::..... . Q iz....ii ti^i ii:•F.ri I 1 1 ' :::::::::-; ':::: ::.. :: ::.:::::.:::::::::.(._:.;::•;:•;:;:;:•; ;:;•;:::'•:::;• :::::::::::•::. •:: TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN MINIMUM TEMPERATURE OF 40 • :':�.'::•:::•::.:�::•:: :::.. .::::::.4 .�. .. ::::::::::: ..... � Ob •`.___.::`�:-:: ' tI'` t�' I SPRINKLER SYSTEM THE SYSTEM IS TO BE MAINTAINED L43.1/ 2 oWNER IS REQUIRED P �-- :•::::::::•::•:_ . :s : :::::::::.::.z 1 2 ;: :::::::::::::tc?':: ::•:>::.:::::::; s (::: -3 2-2 I 9- /a DEGREES FAHRENHEIT FOR ALL AREAS PROTECTED WITH A WET PIPE PR KLER U w = O 9-4 a 3-3 a -2 {.S. ::- ::::: ::.::: .. ..'::::.:•:;::::::::=,::: :;::::::::;:;' :::: 9$t ;.`•::: ... BY THE OWNER AS REQUIRED BY NFPA-25. ............... E "_"Alll BR E!13-6 I -- : -:+ ::: :=:''':' :'`: :: :::::::::: TY E B 3.MA1N PIPINCs 2%z" AND LARtsER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES.AL 1 BR --- _-- ----------------_ _-_-_-- --- - --- --------- ---TYPE g---� _ \ - _ - ® � I 17 BR4NCHLINE PIPING IN TREE AND GRID 57STEMS SHALL 13E CPVC PIPE # FITTINGS.ALL DRY PIPING TO BE GALVANIZED STEEL PIPE. �J -------- O - v-- --- --- 1 y 4.PIPING 15 TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. 00 LL� CAI _ �y --- \ ^ -- ----------------------------- --------- ^ 1 t' •-� -j- '- � ' , 1 5.MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS PER NFPA-13 REQUIREMENTS. i i if I'i II i I 6.5TRJCTURAL LOAD BEARING ANALY515 IS NOT INCLUDED WITHIN THE SCOPE OF THE SPRINKI..ER INSTALLATION. w _ r-r- 5 a I -- -'ram i =___- r. II II, , - -A If I ti-- - Uf ____ a z 1.WORK 15 LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. ^ II � III@I I '_ �--- ___ ? I ' I A____ 1 � II II J, _R II I --- _-_ / 6.ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELL5,AND/OR ANY EQUIPMENT,ALARM CONNECTIONS-WIRING,FIRE PUMP,FIRE PUMP MONITORING PRAWN BY: PF ' I _ 1 __ - - ----- -_ -------- -_ _-_ - 1 _ 47 EQUIPMENT AND MONITORING BY CENTRAL STATION 15 NOT INCLUDED WITHIN THE SPRINKLER SCOPE/ CHECKED BY: DT 1 , -- --- --- ------ ----- ----- ------------- ---------------- SCALE: _ ------------- -------- ------ - 1 DATE: 10/15/13 -- _ - --------------_-_-- SYSTEM NOTES. n = I n I ` @ n 1 I 9.BUILDING 15 NON COMBUSTIBLE CONSTRUCTION I SHEET �: FP-3 OF 3 cp 10.BUILDING OCCUPANCY 15 PER SPECIFICATIONS.PIPE SIZING IS BASED ON HYDRAULIC CALCULATIONS OF REMOTE AREA 1 WITH A DENSITY OF .10 GPM OVER 650 SQ JOB #: u I I FT.w/04 FLOWING HEADS.REMOTE AREA 2 WITH A DENSITY OF JO GPM OVER 1012 5Q FT.w/11 FLOWING HEADS.REMOTE AREA 3 WITH A DENSITY OF .15 GPM OVER 925 W E I I AL STUDIO AL STU[DI0 ( AL STUDIO I i � SQ.FT.w/12 FLOWING HEADS.REMOTE AREA 4 WITH A DENSITY OF .l0 GPM OVER 1294 5a.FT.w/Il FLOWING HEADS.REMOTE AREA 2 # 3 ARE REDUCED PER NFPA 13 O 1 I TYPE A 112323.1 TYPE A I TYRE I I I I I 3 5 316 I3042 I 14 :� 1 3 � �cn Il.ELECTRIC>3ELL SHALL BE 6" 120V _ S _ -_-_ -_-_ _-_-_ _-_-_ - _-_-_-_---_-_-_ _-_-_---I- -_ --_�_ _ _ _ _ _ _-_- -_-_- -_-_�_---_ --- ----- -- ' -I 1 11 � rill 1 1 i �t t 1® ■� ,rob= SO --------- --- --------------- WOOT TIC 1 • I • �� �\ •` 1 1/• -'±l■I .u;?_mil. .I. .I. .lia_■��,. .1. d. .,�■�--1 • ® - •® III r.�I��.�� 1 ®Ili � � • • • !_I - - „ ,, '���--- � :�-� ..I - . �►► � ill] Ia �,� , 1 . • _ NlI�� n • r, �� ri�' � � ••'- ��.�` � I , � III ri� �' .I� \�I ,� it • • •, • . l!-/ II■.lIIlIrti. 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ACT..:.8,.O. .....:... 1 � 221 , ¢ � � � z ' ?�I ;... ...... ........ � ----c �--+ ------- � O TAMPER SWITCH w O _j O c�� c - ITS z- - 1 �cn I 1 _cn I I i _ 1 • - - - - - - - - _ u -- ----_ - ___ - - --- -- ----------- - - - - - -- - - , 40 --- - I� - - d-1 . _g I / 4n x 21�z" x 21�z" FDC ¢ I- o O < -r o� ¢ w: . .. • - z 1 IAL 1 BR - I ...... ... : ..--�---- .....DIRECT.OR.. OILS .._.:.. , m z I T ' I I TOIL T 02 007 t �° Z w m a _ i TYPE B WB [ g 6 ] BRAIN GYM/ 02-007 �' �' �'WD -0" : .. ....: I I , GWB 8'-0" O m z......:...�... ACTf�/ITIES _ :• I ---_ �,,, YPE BUTTERBALL VALVE o - w ¢ _ z ~205 , ❑ 'I I ... ..:....._^...Q2-014............ _-':, .... .. --- - ---- T 220 A IQ I / w � oY Ld Y wx �- ciI wIQ - o. - 1 , I I i i LOUNGE 0 004 , : j : I', 11" : . Z FIRE MAIN ENTRANCE w z o o m v w � GWB -s" :. -.6 ... 11 25 -' mo —: o • . 0-m•--: : 5- 1-b : - - = I JANITOR 02-016 / I- cn ¢ . ------ ----- ----- --I - ----- ----------- - --,+--- , :._�.:..... I GWB 8'-0" ' w U z � Q z '� u :}::: Cn ----------- I :...::::::::::...::::....... ::::;::: .:. e: `" --- --- ---- ---- -- - / 6° ELECTRIC BELL w z w - o :::::::•::::;:::•:::;::: I ' RAIN GYM 2-01 -.-:::; F.:? :. :?'i'::;:;;:;::i8f:::: :•::=:�`_::::::;•:::•:1�•::•:•:;: 02m3:_.. .....02016_ - - - - - -— " ' - -—-—- Z J�j J I=- U ------- --- -------- - - --- ----- - --- - --- ----- ----- - ACTF- ---- :.o::•-::...... -.:.:::.:.�::.: ..::::.:::.......::: - Wes— 26 w �, �I o o z I _ 3-bpi �- 2X2 ACT 8'-0" / W J z ¢Ii z O t ....... ......... . .... ............. . ... . ... .. ZOO 2w}- 1: ------ ----- I - ----- I RAIN GYM 2-01 . ❑• ,0 ❑ :0.:...r' i i --- - \ II ' - w Z L`I a-m w < GWB -0 I '::: ::c=:::..:: •:.'';:::::::.:::::: DIRE � --- - '�- � w _ ' 1 -r- - - I-O U .... ................................. '..'..... .... ........ : o o o :.... :, .. i _I__ i ......... OFF1C .. o � � zcno� owZ :::: :•. ....................................... .:.::.::. STORAGE 2-013 - e I II II / = z O m � oZlr � � a 0 I .. .... . . ::.::.::: GWB '-0" ......:.: ...:.^.n..... ......:....- ... : I : : _., . _ ................................................ .............................................. 1 ....... 1 III .. �_ / .. ------ -—-—-—-—-—-—-—-—-—- ----- .:-;:::: .. 11 SEAL ----------- ------ - -- ----------- - - o Be io - o o : _ _ I _ II 8-0 1 •:::•::. I I L- [[� . .._..t .......•.:..... ;- L_ ---------- ------- yS�AL,�O�N 02 005 - _ - -- : I I_+- -- ,_ , - --- --------------------- --------- --- -- -$' "- - - I -("� -- , 2 : - ......................................... ................ :........... m I 2ND FLOOR FIRE PROTECTION LAYOUT aG I, 11 , III lI' I .� SALON 02-005 . ........................... ....................... ......................... ' � �,- x.,., „ •► GwB s'-o° :....:... •....................4........................................... .... _.° ' 14- z m; z 3 b � / 32 1 SCALE. 1/8 -1 � �, ............ ............ . .... ............... ......... .. ........... ....... H �..... �T:�: -------- ---- - - - fia [ 9- ..... �.. .m� : : . -..�-: `.. :.:._:. ........... . : o : I: o : is o ..... :�:�:: II.4 AL 1 BR � 'vlor� z ::::::::. ::':: :::: ::::': : ---- m-ll�i 2ND FLOOR SPRINKLER HEAD SCHEDULE .................... . . . MEDIA RM 02-009 ; .::: ......•:::::•.... .....:.....:.....:..... .....:..... .... .. . ---- -- �-� ::: :'::: YPE 2X2 ACT 8'-6,. •::::::....*.•::::•::::::•:. . . :.:.... :;:::::::::•::: . ' 1 219 t 0 19� C1/2"K=4.9) TYCO LFIf RR 160° RESIDENTIAL CONGEALED PENDENT WITH WHITE COVER PLATE ........ ..:.....:.....:.....:.....:..... .. ; ........... . ::::.::. ::::... .•:::::::::::: :.....:. ."". :.........:.....:::•::::::::: : o : o : o : :=::s�:;: I I L CORR. 02-006 64 Cl/2" - - •:......:....:......... .::: : 5 '0) TYCO II Q.R. � CONCEALED PENDENT WITH WHfT COVER PLATE :::'"::::::::::::::::::::: : .. ...:.....:...........:.....: :...:::.: .. _ - ... ........:MEDIA RODM; ....: : :.,5.. - - - - --- - - ail X2 ACT 8'0" 5 MEDIA RM 02-009 "' ::.::. - — —- / 34 GWB 8'-0" :::::::.::::...........::..:. . : : ® : ;::-: `" >aL CORR. 02-006 ....... .................... �.... 1-:•.:::::::::•:::::::•::-::: -- n m 1 , GWB 8'-0" o - - - - - ------------- ------- --- ----- - - --------- ----- ------- ---- I I . p � . o _...Q�:'-.I B -5 - I I I I I ........ -�:11 ... - �z: $ -.,-q iF= III III ! Ib I IL -mod- ........ a :.. ------- ......... . ..... I ....... . - - 1m-I -1 2 8 2 1 3-b Im m -- N ,- Lii- --------------------- - ------------- L CD ry ' - --- 9- � I ] 1 I C I a: _.c I _j__ _ 11 AL 9TUD10 2-a.. �..::. i ii P8 A I L ~ w o z / 3� Q ~ Li X W --- ------ r cn ¢ ... .. ..... . 11 I 11 I y cff 3 _j [)� r- C) m_11, U II OTE:TYP.AT ALL UNIT ENTRIES _I I 1 �„ _z of I 1 I ____ FS 1 SUPPLY RISER O UQ I _ _ O AL CORR.02-010aL : a--- _ CONTROL VALVE .. .. f r7 cD n :.:: . :.........I 1 i I- I I 1 s � io N � = --- ��-- i' -�--- . U i li V li li 2 � O N _ 1 Q3 PRESSURE GAUGE/COCK O -- --- ------------------- --- 1� 11i m-11 ,, 1 1 ............... :::: I - I I ' SOFFIT NIT 219 AND 319 ONLY ® slGltr GLASS m LAUNDRY 02-012 m- 3-b zco - z , $ - ;O: I:, , , 8'-0" GWB — co 2X2 ACT 8'-0" I 9 _ : :.: ::;: . ::::;:.7.:::: ....:. . .- :. :. :::::::::: D ::.. O5 FLOW INDICATOR - CONNECT TO ALARM SYSTEM O v U NOTE:U I :.z;.:::;::.: :: ____ :::...: ...::::: :... .. a: z44Z - - / © TEST do DRAIN VALVE :.:.. _ --- -t I ....---.�..... :.. ....: ':: :::::::::::::::.:::::::.:::._:::.:::. NOTE:TYP AT UNITS - _-I_ I : I , 39 / ' 70 DRAIN RISER 07 PIPE TO DRAIN II _ ° TRASH 02-011A II ORRID _ 1 TOILET OGWB s GWB 8'-0' I1A " ' :02-010 i 'i i i ' 1 1 II/ 1 IV ' ----01 CARD RM 02-001 �3 .LAU.ND. Y...._..... m- - , 2-8 2- 3-b , -m _ ' :02-012 : - -- L �j I ----- --------------- ----- --- - 1 - . . . . . . 1 1 1 --- - ❑ :� - ' I I i I I _: 1 .. .:.o-,..;.... 11 5EE DET I 1 I I I------- - .. 3 ' " ' I I--- - II 7UDI CS OD RM GWWB1 FLOOR L_I._ I _ .. ..... ..... ..,.. ... .:..... 2_$ I '-e - 11 --- - -- - --- - -------�? 5�i�fNKL1�.00i� CO1�Ti�01� STTID�I DT,�I�.CT�'fi�.� �.._ -m b-m , - MEE5 :..;i<':::;:>:::::>::... . T ILET �' i�o SCALE U LLJ >-' -11.... .#....... ti I 1 .: � - zc� oz I .....�:_ II y...... ........=17. I I S I � � �:;:::. I 9 -' 1 / 43 O(� I ==_-- 0 . _ _— —_—_ _—_ l' _^' I ir. V' k.......F... 1 I z z ::::::::.::::::::::.::::::::.:.:::::.:. ::::::.. .. :::._::.:::::::::•:.:: .: . ::::.:::: GENERAL NOTES: :::::: :::::;:::: :::;::::::::::;::: :: A:..# :R0 I.....:..:.:::::::::::;;.::•;:.::.;;.:.::...:::::.::;:;: :::.:. ....:•:::::::::::::: U ....................................I.........-- .:.. L43. Q..................... ................. ............................... ::,:::,,.....:::::r::i::;.:;.:.:.::::.;.::;.;:.::.. ,........:: ::.a........... ...... .... 1 1 1 1I I --:::::'r....,.:i3:::•:. 'i-.r":::::. :*:.*.'.::::•::.............. :i}::i7:}.'•i::; ( ::::.::....., .106::•:;•:i!:• ::. I,a 1 iIi 1i �................ .: :•::::::::::::::......•••••...t....... ..:.....: .. 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 2mID2 EDITION PER CURRENT STATE OF CT. REQUIREMENTS. �-j-J 9-4 3-3 -2 :::-..•.-'-" :.'-.-:. "-"-' .:::::::.......... .fq-8. 3 2 2 9 4 / .................... ..: U .................... ... :•:::::::•_ :::::::::::..:...:.::.::...:.:::.::i:........................ ..1C3•::•::::•::_:•:....::•: .....-:T :. 9-b ....................... ................................... ..... ...................... Q O OVI H AT TH OUGHOUT TH TI IN TO'... :::.:.....::......::•:: ......::::::::::';:: ::::....::::::::...... _ OU1N IS UI T DE E E UI C MAI IN MIN -b I :... ,..:.::::•. :::.: :::•::,:::::::::::•::•::. -.. .:::.......... •..........•............. .........•::::•.....:::::•.. ....4....::•:.*.-.*:::•::•::::• _-_= iC ] I 2. ER RE RED PR R EN RE B LD NTA IMUM TEMPERATURE OF 40 C] ] I z 1--- AL 1 =-- I . -- ................... 1�1 -..-.-•:- I� DEGREES FAHRENNEfT FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED ------ ---------------------- -—-—-—- ------- ------------- --- - ----- -0--I-- _ - - _ - - I BY THE OWNER AS REQUIRED BY NFPA-25. Q 0 O L'Z_ 1 I — I LL II 1. --'TY 1B SIN I 3.MAIN PIPING 212" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. C/3 �/ -—-—-—-—-—-—-—-—-—- - ------'------------___--------- - - ----- -—- --- _ I - I BRANGHLINE PIPING IN TREE AND GRID SYSTEMS SHALL BE CPVC PIPE 4 FITTINGS.ALL DRY PIPING TO BE GALVANIZED STEEL PIPE. LlV I _I_ _,t - � �- 0I 215 I " I T -1 I 1 ' ' I R I of I i I 4.PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. I 1 - II II, I ' 11 .• n II I , ' I i i ' I I / -n i i i 1 i L.i III II ---- 1 I -- -r I1�7 =___ 5 II it 3 �' ==== _ __- ' 3 II I " - I1TI I 5.MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTR4NI:T "SWAY BRACING" AS PER NFPA-13 REQUIREMENTS. w w 1 1 b-1 1 - I ._.n , - - I _ ii o '_ III �' ' I � - °u ' = III 6.STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED WITHIN THE SCOPE OF THE SPRINKLER INSTALLATION 1 I 1it. ' '•- ')-- -_- '� 1 Kl---- I it �-- --------------------- --- --_-- - - --- - - - ----------------- -- _ --- II - - - I '---- - _ --- - _ _—_-- / 47 1 7.WOi�1G IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. DRAWN BY: PF I I I I I ' I I I I I I I / S.ELECTRICAL WIRING INCLUDING POWER WIRING OF ELEC"TRIG BELLS,AND/OR ANY EQUIPMENT,ALARM CONNECTIONS-WIRING,FIRE PUMP,FIRE PUMP MONITORING CHECKED BY: DT --- - -�- -—-—-—- -—- -—-—-—- -—-—- -—-—-—- --------- ----- - -—- -—- --- - I I 1M--- ' e I II e I- I I ( EQUIPMENT AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHIN THE SPRINKLER SCOPE. SCALE: 1/8" = 1 '-0" ---, . . - I _Q i = ' r I -e 17-1 I DATE: 10/15/13 . Ii1 � I ' I c I I I SYSTEM NOTES: SHEET : FP-2 OF 3 1 I I O� ' I. i I W E I L_J 11A I u 9.BUILDING IS NON COMBUSTIBLE CONSTRUCTION. JOB #: 0 I I II 1 I 1 iAL STUDIO AL STUDIO AL STUDIO 1 1 ITYPE A I TYE�E I TYPE A 10.BUILDING OCCUPANCY IS PER SPECIFICATIONS.PIPE SIZING IS BASED ON HYDRAULIC CALCULATIONS OF REMOTE AREA I WITH A DENSITY OF .10 GPM OVER650 SQ.I I I I 212 I 2 3 214 I 1 1 I FT.w/04 FLOWING HEADS.REMOTE AREA 2 WITH A DENSITY OF .10 GPM OVER 1012 SQ.FT.w/11 FLOWING HEADS.REMOTE AREA 3 WITH A DENSITY OF .15 GPM OVER 925 , ' 1 nod I Lcn n�� I I I SQ.FT.w/12 FLOWING HEADS.REMOTE AREA 4 WITH A DEi 1SITY OF.10 GPM OVER 1294 SQ.FT.w/ll FLOWING HEADS.REMOTE AREA 2 4 3 ARE REDUCED PER NFPA 13 2-SPI- 1 3042 S I _'� ----- ------------- --------- ------------- -------------- - - - ---—1-�- - ---�------- - I - - - - -- -----I -- —� 49 112323.1 I , I I I , 1 -�------- �9 / I 1 I I i I I I i I i I i I 11.ELECTRIC BELL SHALL BE b" 120V 2' 4' 6' 8' 10' 12' 14' 16' 18' REVISIONS / ---------- '-- --- - �--- I - I ---I,---- ��- I - - -�---- --- - ---I-- ' - - - -—- -----�--I----,---- ---- 1 CONCRETE DECK „ SPRINKLER TO BE 12" # DATE NOTE --- -----�--�- --------- ----I --- I I I ,I I I I I / 1 ARMOVER IN THE CENTER OF / /I 01 10 15 13 SUBMISSION ISSUE ' I FC� I I ' I' I I I LEGEND `, a 2 x2 CEILING TILE I OR QUARTER POINT OF I I ! I I I I I I n 2'x4' CEILING TILE \v I I I , I , I'i I �~e I I ' I 'I I I I I I I I ' I GWB/AT= HEIGHT TO CEILING AFF j -- RING MAIN OR 1 DROP ' 3- , -3 1 1 I C 9_b ^ I I I I I I I [ ] HEIGHT TO CENTER LINE OF PIPE AFF BRANCH LINE I 1 -- CONC. SHIELD T CENTER '- ( I I I I I I I 4 WAY SWAY BRACE O° A�-I I -CEILING- SCORE FT. L 'u�a u�� /� , cm"°4WS I / LONGITUDINAL SWAY BRACE �r cilmli I I CONCEALED HP ' L STUDIO I ' A / ,F mom.» I ' ' I ' AL I I I ' ' m / LZ13R/ � -�--- 3 r LATERAL SWAY BRACE TYP. I-IANGER SPRINKLER � 4'�• � -------a I I I I I I AL STI..�DI � _ /' TYPE A ' / / / Fc / / , � -{--------� / `I ; I I ' I TYP A 327 / 3 /' /' ' n ' ' /' /' 8 ' I CONC. DE'�K w./SHIELD RETURN BEND DETAIL - I I I ' I 328 'I I r / ' / I //'I� '' , ' II ,' /' e / I NEW SPRINKLER PIPE (NO SCALE) ( ) CENTER OF TILE II I I I I I t ,f' N' I NO SCALE (NO SCALE) z [ 6 �/ II O HYDRAULIC NODE CONCRETE DECK ---y---- -- - ' _ --- BOTTOM OF DECK :.......L - ----- --- - - --- - - - - - - - 9 I =e u /'' ' II /' /' /' I TAMPER SWITCH --- --- TS AL 1 B - ' -—- �• :•; • �: ., . 1 -- RETAINING STRAP FCu I e , , �' / / �' / / r / / / r/ // / :1_4 5 jai:SHbNK . ,- .:.....:..... FCU , FCU I , �- / / / , AL 1 BR AL 1 BR TYPE A �----- , , _,�__ .•. ,�'. n n AL COR .03-001 -- ,',,f -- ...;_........ TYPE A I 329 - ; ' ' I, ,' ,� I 4" x 2i" x MI FDC SAMMY CST-20 2X2ACT s'-o" : o' TYPE E I I I _-- _ I I I I al _ / , �c ,� , I', t' '� I� I I ' , 1 -- A.T.R. 1 MIN.-12 MAX _ _ 1 -- RING I I I 331 330 , \Y I ,, i ' ----- - t-b / r �, �-i ° 4-4/2 4 - 4- II 1 -- T.B.C. I'� I'i 1 -- 3/8 CST2 I � � � I -a -4 ---� e -�'. /' � � L=_= I BUTTERBALL VALVE n ' 2-b ...:0 ..... n , I'i II - I I I I i 1. / / / / \ , � , � :•::� - 1 -- RING ' /4 STUDI .`` _ u , I I I 3 ,•a I'I , , ' ��� '' / I,, / >z /' / , I FIRE MAIN ENTRANCE -- MAIN OR LINE TYPE C =a b - •..... - n � II � _ � /' ,' T I n I I I I a t �'- (� \� II r 6" ELECTRIC BELL _ _ ___ I 1 _ I , I = - .� % ATI 8 5'= I--I ' ' , ' , I II r / / --- -- 7 lYP. HANGER UNOBSTRUCTED CONST. ' ' ' � • �sa� .0..... �� -- J - - - � � ,, � �I � I I �, � „ — TYP. HANGER UPRIGHT DETAIL 1 / CONC. SAMMY 3 8 —16 I BEAM 8c BAR JOIST ;.6'..:..... _= J I I i ---- `° - - - ' ' = \—- - I I SC NO SCALE- - 4_2 _ I _ —I_ - (i0 ALE) (NO SCALE) ( ) II 35 I I ' _ / / / / �.... ------ ®/ - ✓ / - ----- __---- II \J : 2'D --- - ,��� I to 4- , / 2 t / �r / / 8- / 4 �� P� - 4"fE� :::... / " m, 2-8 2- , 13-b I 1 --- ------- - - - - - - — ::::+;:;r �/— , / I AL STUDIO 41 6 / 9 r i I I L I --- i so.:.....:..... ::c;;•:;•;:;c• :;:;��: :::•::• .. / / / / ' ELEC 03-018 ---- ' I ...... 2 2 2 I �....2 .............. . ..Z...-..... .. .-. 0-5/ 44 / , / // / 40 �C / o. •i: _ _ 8-I 3-9 2-2 Z-9 0- : b I / / / at / 9 -018 325 GWB I ............ ....:.... .... .. -..fl.... ..... ... { • / O I / O / ' / 31 --- - - --- ;.- ..;.. 8.0'1... ....... L ® , : .: I' / M b C RI R....;. :.....: a s RRIDO ....i: / , , (� \ OR I - AL STUDIO - _ : 1 ::::-::::-::�:�-:=:::-::�::::-::;::::•:;:•::•::�;::�;:;:;•:::•::•.- ::.::�:;:�::;� ..-.. : •;:•::�:•::::•::•;::•::�::':: _ oB o3-0 / _ / / a : E#3 t3flZ.............. / - II TYPE A 03-00 ........ ........... _ ^ ... ... :::.:: _ / w6 8' T coA .............. . 3a�- -- _--_ (--- ::: --- , , GWB $ o / 1-� 3 R D FLOORFIRPROTECTION LAYO UT Z •••� ' SCALE /8 :•::; 2-8 2-I= 3-b, 10-D 4 I'' /'I''` ZV i i ------- 1 s'-o' z - Ii I �Ym �� i , , I it , , / " ... . o / [AL6StUD10 , , I'ii I ; I'' - - , a , , _°� I,, I I... :::.I i:. :::.ly , �., / /7'-6" i i TYPE A I Imo- w b-2 I I I I 9 \ G / TYP AT AL ---- NOTE:TYP.AT ALL UNIT ENTRIES FLOOR 0 R SPRINKLER HEAD SCHEDULE w \ - , 324 3 R D AL STUDIO[ I == ---;_' m. ., �°..... ___ �' I -e r==== --� - -- -------- 15 IW- O w O Un w II , I II `� n ' Ilpis II ,, `" I I F�OTEAl�A-2 =--= NOTE:TYP.AT ALL UNITS �� / 20-f (I/2",K=4.9) TYCO LFII RR 160- RESIDENTIAL CONGEALED PENDENT WITH WHITE COVER PLATE w Q =Q TYPE A II . : >;-,�, SQF>. 1—I- 3 -- , i 304 II --; , 115 �' I II II I I I � �r.iparsln I , , oO 04 (I/2",K=5.C,) TYCO TY-FRB OR. 155` BRASS UPRIGHT (on Sprig) z_ r= p U' :: " ' PE A SIM. I AL 1 BR n AL " '• r r% r4 r1 r% ® 50 (I/2")<=51o) TYCO RFII Q.R. 155• CONCEALED PENDENT WITH WHITE COVER PLATE cn � o ~o zo w z 71 I ' TYPE A s I I o, , 2-a 2- r - , Io-o w w z Q o -73 AL COR .03-001 , I _ ___ ' , II III/306 I 307 , 1i.41 I I'i I'i C003 OOD6� _ I [ ] NOTE:TYP.AT ALL UNITS 0 Q z 0 z o z Off0 w -- r n �=* --- 9-b O I- O O 0 F-O (r ' ' - ,� 1-5 I I I �- ' I 0-b 9-2, 2X2 ACT 8'-0' _ i _ m , 1"5 -n�: L �_t, -T- - - - - - -—�- - - - - -— 2 I ---- II ~ w U Q W Y AL S ' —� -_, `--4-; - _ - ---- - ---- ----- ------ I - [ 9-b ] -- -- b-3' --- - II PE A I ~ w w ---- - ----- I'i , --i' ' [ 9-6 II , Q J 6 Z w Q Z 323 I I p _I L ' I O O ' n / (17 Q a- U ' OPEN KITC EN I I ;I,, - - - ---- --- ----- 19 = o = O o Q —- -—- -—-—-—,-- ' --- t--- - U - �d I Fcn I I �Lc I I I 03-005 ' 0 4=i = z-9 , �� U w -- --- \ -- --------- - --- - - -- -- - �-SLr---------- - --- 1 ' I 0] (n (n (n -1 m jil AL 1 BR —" LOUN E o -004 I HYDRAULIC DESIGN DATA HYDRAULIC DESIGN DATA z w z w W .:::......................... ::::::::.:.. TOILETYPE B , ' WD -7" Hi.... :....' ::'.':' .'...... :...� � i___ � I A.H.J. LOCAL FIRE MARSHAI. A.H.J. LOCAL FIRE MARSHAL 0 � � ZO Q =?�WC�- - ' 305 , _?' I ; ''� TOILET 03-007 I DESIGN STD. NFPA-13 (2002) DESIGN STD. NFPA-13 (2002) U 1't ~ U U z I- I ::::::::::::::.::.::::::::::: .........: : ::::::::::::•::::::::::::.....:::::.:::..._ I :::-::t�:::�•::� �;:��:•;::•:;:•::;::;•;ac:::: ....... ..-:- -.. ----• o-I,!� 8'-0" GWB � Q w Y w �w x t- (!} PIPE TYPES PIPE TYPES IZ z tr m w w w LOUNGE 0 -004 I 25 / MAINS BLACK SCH 10/CPVC MAINS BLACK SCH 10/CPVC �z0 U ow I-U Q ----- ----- ' ----- --I I - ----- I ----------- - - --------- > z _ _ _ JANITOR 03-009 BRANCHES CPVC BRANCHES CPVC o- U z_ o Q z g_ z U-4 , bY, -9.. , z W - o cn I - ' ' _ o o _—,y� _— —_-- 8'-0" GWB -� / SPRINKLER ORIFICE 1 2 K= 4•9 SPRINKLER ORIFICE 1 2" K= 5.6 Un z _ ' ' ---I I ----- GWB - - -- -=--- - ---- - - - e - - - - ' -------- ----- 26 - w U w w O p O z -- --------- - - - - - - ----- --- ----------------- GWB '-2" _ _ _ ;_b �_ / AREA LOCATION REMOTE AREA #1 AREA LOCATION REMOTE AREA #2 p W J z J �Q 1, z O ...............:::.:::..::::;::.::.:..............: 5 0 : Z V) - I I OF FLOWING SPRINKLERS 04 # OF FLOWING SPRINKLERS 11 z w CO _ :.o __ _--_-_ " AL 1 BR DENSITY G.P.M.,ISQ.FT. DENSITY G-P-M-�SQ.FT. Q w w � =p w w ------ ----- - -- OPEN KTO -005 ' : -r = n= TYPE A I REMOTE AREA 650 SQ.FT. REMOTE AREA 1012 SQ.FT. o o Y Uwn O Z o w Y z GWB -10' ' GWB w .....:......:.I•--- I -I-- - II 322 ' ' W � Z W 'S li�z fl _g p DEMAND AT BASE OF RISER DEMAND AT BASE OF RISER V o Q O E � -----1 'lootII I = oO � � zcrof�a- o FLOW 1O:L43 G.P.M. FLOW 194.36 G.P.M. H z W U ) L� Q o O m 0 U -- ------- 28 PRESSURE 66.772 P.S.I. PRESSURE 45.853 P.S.I. :. ..... -—-—-—-—-—-—-—-—-—-—-—-—- -—-—- -—- - - -—---------—-—---- -—-—- F71-------- INSIDE HOSE STREAM G.P.M. INSIDE HOSE STREAM G.P.M. SEAL. 101+ DEMAND ION � �- --- L- DEMAND AT SOURCE CONNECT ND AT SOURCE CONNECT -- -—- -—-—-—-—-—-—-—-—-—-—-—- ----- --- --- ------ ------ --- -—- -—-—- -- - --- i,,- ,;—I - -I, FLOW 202.433 G.P.M. FLOW 294.363 G.P.M. Y PRESSURE 73.077 P.S.I. PRESSURE 50.388 P.S.I. oG �Y t' I'i t'� I'i I OUTSIDE HOSE STREAM t0� G.P.M. OUTSIDE HOSE STREAM 100 G.P.M. AL CORR.03-010 ° C 9-6 - " e ' '` 2X2 ACT 8'-0" AL 1 BR = `° -t, I ------- / 32 AVAILABLE PRESSURE @ REQUIRED FLOW AVAILABLE PRESSURE @ REQUIRED FLOW �• `��y Q......_g.. / —-—-—-—- 9-6 , TYPE A II :••.••.:.•••• PRESSURE 89.753 P.S.I. PRESSURE 89.506 P.S.I. 309 II ..::: t�4 I AVAILABLE PRESSURE OF 89.753 PSI EXCEEDS AVAILABLE PRESSURE OF 89.506 PSI EXCEEDS K. w pi REQUIRED PRESSURE OF 73.077 PSI. THIS IS A REQUIRED PRESSURE OF 50.388 PSI. THIS IS A .......•••••.•..•. ' I --�--, AL 1 BR I SAFETY MARGIN OF 16.676 PSI OR 18.6% OF SUPPLY SAFETY MARGIN OF 39.118 PSI OR 43.7% OF SUPPLY TYPE A I ' 77 a I I 1114 I''4 34 / 8 b , -0 r I ---- - ----------------- --------------- ---------- -------- --- --------- -- ' i [ 9-6 ] , "2�g co of ::. _ _ = _ AL ST .... �------- d- ' II __-'- ' oil "I, 2-8 2-1 O N ---- •-—-— -—-—---—- -—- - --- --1 ----- -- - - cl - ---- 31 jj L--- [ b ] o w ......_.... LUX ° P W cn AL CORR.03-010 , _ I ,___ _ ° ' AL STUDIO a _ CO 11� o w c'rvB s'-o" I 1 a: ° T PE A w 2-6 ,, Q � o U ° 320 , � � x W co I--G:f i¢ U AL CORR.03-010 I -------,111 OU-013 :.0. .... ., q I y / 3 {� � T � 2X2 ACT 8'-0" t' ' q O J o ° 'AL STUDIO r s w 11 I TYPE A FS (D SUPPLY RISER -� AN AL 1 BR `' as--- ' ' 319 2 o a LL ' .� .... ..... ; Q2 CONTROL VALVE — o � TYPE A I . :: SOFFIT NOTE:UNIT 219 AND 319 ONLY s 2 N � I- - --- 111 ......:...p� :'ii I'1/ I�i- t!% ' t'ii 8'-0" GWB 3 PRESSURE GAUGE/COCK x N Z —- -—- - -—-—-—- -—- -—- -—-—-—- -—-—-—- - - -—-—-—-—-—-—-—- - -—-—-—- -—- -—- -- I,� ,, 0-II} ,, I, : 10-I ' -8 2-I i 3 o I ;--- -�, ' y ® SIGHT GLASS m p U FLOW INDICATOR - CONNECT TO ALARM SYSTEM oO LAUNDRY 03-012 10- 3_b _ ' , 8 , Y i.:......:..... ::: ?i<s - :.: :::::::T::::::::::::::....::•.1.111::•:•::::::•:: NOTE:TYP.AT ALL UNIT ENTRIES © TESTEc DRAIN VALVE o 2X2 ACT LID" .:....:::....:::•:••::: ] :::......... .. ... ......... ' - --- - i - .x 1 TO DRAIN RISER PIPE TO DRAIN w 39 / II _ _-, ; _....._.... ;:::: ____ NOTE:TYP.AT ALL UNITS, � s ~ TRASH 03-011, IIlay GWB 8'-0° i AL ' ;' - __---, AL STUDIO LOUNGE.03 011 'RRI:D ' :•`: ' I'i 11' I t'i ' TYPE C GWB 8'6" _- ....._..I.............. a(�- 2-8 2- 3-6� -0 I 318 -- --- ----- ---------------- ----- ----- ---- - i I I = i I r ' --- I FLOORL5TATIGN ..... .. . � _ FLOOR —-—- - -—-—-—-—-—-—-—-—- -—- SEE NOTE:TYP AT ALL UNITS 11 DETAIL ------ ..:.. .. 3 , -L+ --� LA UN RY ,. _. ..... ' J II TOILET 03-008 / LL- T - -0• 6 -- 4� 6FIRIN<LER FLOOR. CONTROL STATION DETAIL( 1"P.) � 1ZD — 03= ,2... 2- - --- -,---- — I f �� / O Io�D bl'o: =w :?3*`. : : :: :;::: ::: :::::::.::.....:•:::::: � I NO SCALE '� t 1 !—� AL ST :: '' TYPE3-3 312 ..... . . .I ....,.. ::::: S O z . Ir � .sl 9 ] s I / 43 1 GENERAL NOTES: �� Q C ---- - . - 0 INSTALLATION TO CONI=Oi�1"f TO i\I=, A 13 2002 EDITION PER CURRENT STATE OF CT. QUf NTS. z • I SYSTEM INSTALL R E RE REME :::::: ':.:`.::.`:::.:..... ;.: : . : ::::......::.. :•::::: :.::::;:::::::..:::. :::::...... ::.::::::::: :::::... ..... Ob :::::::;;::z::::;: :• •.... W : :::::>:::: :: ::::: : ': :'-<�.::;;:::::.. ::................. _ ��-_- :-: I f T PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDINGS To MAINTAIN MINIMUM TEMPERATURE OF 40 II IA ::;:: :::::. }, :x-::::.::::::::o............ - ... I ,. 43.1 2. OWNER 1s REG2u RED o PR RE UJ 1, I.a c .:• ::::.::•::::.......i. 03 11 9-4, 3-3, : ......::.:::::. :: DEGREES FAHRENHE IT FOR ALL AREAS PS OTE GTED WITH A WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED -2 I.S. ::::::::-,:E ICJ .� :::: : :::::.:::1.:...:.....:............ :..::::::::::::::.::::::: BY THE OWNER AS REaUIRED BY NFPA-2,. W ...::::::::::::::.::::::::::: ::::::::::.::::::::.::: ::::: :•::::::.::::...:•:•::::::...:::.::•:.::::.:.......... __ LL AL 1 BR _ _-- : !1 BR ::: - - ,``::'::':`: :':`': ':``' _--- -� E B 3.MAIN PIPING 2 i2" AND LAIR SHALL BE BLACK SCH'�DULE 10 WITH CxPOOYED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. �-�-� -------- ----------- --- --- ------------- - ------------ - ------------- ---TYPES-� _ _ _ I 17 BRANCHLIKE PIPING IN TREE AND GRID SYSTEMS SHALL BE CPVC PIPE t FITTINGS.ALL DRY PIPING TO BE GALVANIZED STEEL PIPE. O 313 ' I - - - ----- W y 4.PIPING 15 TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO BEST SUPPORT THE PIPE. �V v, Oro ---.-"----------------------------- -—- -—- t1 i--- \ " , - \ __-I I -----------_---------- ------ 5.MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAI1iT "SWAY BRACING" AS PER NFPA-13 REQUIREMENTS. � ' , I I I'� 11, 11 ---- W -- -r I 3- II , -�- 5 I w t it II, - - - II CD E— ' ' CD b ' , ' ;--- ---- 2 ------ q -_ �' II 1.WORK 15 LIMITED TO SPRINKLER SCOPE INDICATED 04 THIS DRAWING. ICE - IIII "--- --- I I ---- II / 8.ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS,AND/OR ANY EQUIPMENT,ALARM CONNECTIONS-WIRING,FIRE PUMP,FIRE PUMP MONITORING DRAWN BY: PF ----- ------------------------- ----------- -—-—-—- - - -—- —I — -- ' —- - -—-—- -—-—-—- 47 EQUIPMENT AND MONITORING BY CENTRAL STATION IS N•0T INCLUDED WITHIN THE SPRINKLER SCOPE. ------- - --- -- - - _; � I I �--- � I I � CHECKED BY: DT 1 ---- --� ---------------- -—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—- - - --- - I I . �---, �---_' a ' I � • ° �----� I I SYSTEM NOTES: SCALE: 1 8 = 1 -0 9.BUILDING 15 NON COMBUSTIBLE CONSTRUCTION. DATE: 10/15/13 SHEET #: FP-3 OF 3 10.BUILDING OCCUPANCY IS PER SPECIFICATIONS.PIPE SIZING 15 BASED ON HYDRAULIC CALCULATIONS OF REMOTE AREA 1 WITH A DENSITY OF .10 GPM OVER 650 SQ JOB #: W E FT-w/04 FLOWING HEADS.REMOTE AREA 2 WITH A DENSITY OF .IS GPM OVER 1012 SQ FT.w/11 FLOWING HEADS.REMOTE AREA 3 WITH A DENSITY OF .15 GPM OVER 925 AL STUDIO AL STU�10 AL STUDIO I I I HEADS. 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LCB Senior Living 200 Deming Street, South Windsor, CT Design Development April 09, 2014 1 the Residence at South Windsor F ri, f) an Building Your Brand i f i i Specifications Oty=2 Fence Signage Sets 16.52 SgFt Each New Sign Panels for Existing Fence Pei n t a Bufldng Your Brand -(Qty:2)1"thick sintra panels painted white&routed accordingly Border& "The Residence" 125 Samuel Barnet Boulevard 6-10" -V-Groove Routed Down&Painted Green New Bedford,MA 02745 (82")Existing Fence at Deming" 800.544.09611 poyantsigns.com -Masked&Painted Green 5'-0" Logo EQ (60")New Sign Panel EQ -Digitally Printed Graphics applied first surface to sign face -Panels to be mounted to existing fence with hardware as %KRESIDENCE 1"Thick Sintra Panel required C a, THE Mounted to Existing Wooden 20o Deming Street C_ RESIDENCE Fence with Aluminum Angle; VIF Fence structure,measurements,and method of attchment south Windsor,CT m ^TSOLITH WINDSOR FARMS Angle Painted White for new proposed panels rn a Independent,Assisted& � u) Memory Care Living Project:10539 An LCB Senior Living Community COIOrS&Materials LCB Senior living Paint 491/4"New Sign Panel Green;Satin Finish 0 White Paint;Satin Finish Sales:Jason Fredette Match PMS 3302C Date:12.17.14 Designer:NLM 00 z �I 200 Deming Street Digital Print (Qty:1) 151/z"x 151/z"Digitally Printed Note: is Opaque Vinyl with Contour Cut applied This drawingan original unpublished First surface to sign panel face created by Poyant Signs, n Sign Elevation-Front View gn p Inc.It is submitted for your Scale: 1/2"=1'-0" personal use in connection with a project being planned for you by Poyant Signs,Inc.It is not to be shown to anyone outside your organization,nor is it to be reproduced,copied or exhibited Sign Panel 2 Sign Panel 1 in any fashion until transferred. q a��M:It/r.�.Y3 YFL+rI_1 K�?K.u.Tc/w•;G firl*.L Revisions: or - 04,09,15 NLM REev Tagline 04.03.15 NLM Rev Scope I' RESIDENCE i ! •• asouffil ND50It rtxMs a - TMs sign Is intmied to be insured In accordance with the requirements W Article sop of the Natbnal ' - Tnd..rM i dens r u M4 A' (( f.'' •. - eactrical Code and/orother aPPBcable bcal codes. r; I This Includes proper grounding and bonding of fie sign. Sign Panel 1 r. Approved By: tit Street 200 Deming i Street ' + I Date: Sign Panel 2 Exterior Signage �- Option A B Site Plan-Overhead View Not to Scale Sign Type 17A.1 LCB Senior Living 200 Deming Street, South Windsor, CT Design Development April 09, 2014 flip. Residence at South Windsor Farms P*01D an Building Your Brand �. \y� +fie F,? \r, �..�' [ � III {t P�,"' . +� Ya7 M1 [ 'IM ONNNVId HOWNIM NUIOS SITE COMPLIANCE CHECKLIST �`�� �� A�� O� TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** De a3A13a3 ADDRESS J00 1�Pml/)9 LOT/UNIT# Reviewed by 3fl (Engineering) CONTACT/DEV Date Reviewed Denied PH# S 0 Reviewed by�(Planning) Date Submitted �- 15— Date Reviewed a &IiS Approved/Denied 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 parking 4. Utility location; ✓ a. sanitary sewer/septic systems ,✓ b. foundation drain C. electrical &telephone d. water e. other GfiS 5. Sewer connection charge paid ✓ 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space PCA\/f, S COMMENTS: L Fr'✓G Gw .-u ✓ w..c� �w c� R e✓'L(� �5- ..(T SJ,vr� A1t F.'.,/-'N5 SCE' SLo a SMH w1a+ Eke. Q .�kl ka TF�Tv►�, L .t ��p 54./. Ga. �ta�J F4 `re•�-���Y, /��C .��i-' .«n / SUM `act r-L. �195vC_ In7�� ,y. v� R.sSP�,�cJ"S� or.�y ! S k 1L11' 6tt-r s/engineering/molloy/site compliance checklist tat I the architectural team February 4,2015 Michele R.Lipe,AICP Director of Planning South Windsor,CT South Windsor Planning Department 1540 Sullivan Avenue South Windsor,CT 06074 RE:Residence at South Windsor Farms,200 Deming Street—Exterior and Site Lighting Dear Ms.Lipe: To the best of our knowledge,all of the exterior building and site lighting at The Residence at South Windsor Farms senior living facility,located at 200 Deming Street,South Windsor,has been installed in accordance with plans,specifications,and town Change Order#3 as approved on 10/11/2013.Additionally all exterior and site lighting fixtures are full cut-off lights. Sincerely, THE ARCHITECTURAL TEAM,INC. 0m, *4, By:Michael Liu cc: Ed SanClemente&Spencer Osborne/LCB Senior Living Stephen King/Congress Construction Anthony Vivirito&Paul Humphreys/TAT FEC] Or �Q�J SOUTH W NG OV"' ENGINEER The Aichitectural Team,Inc. 50 Commandant's Way at Admiral's Hill Chelsea MA 02150 T 617.889.4402 F 617.884.4329 www.architectura[team.com ■■R ■ ■■ ■■■ r■NNr■■ NOON■ • ■ .mono ■ummummmum ■r■pr■■ . ■ ,la■t�■ ri■■o■mali`�i■i■■■ f ■ i ■■ ■■■Ar ■SO No �. % ���r■■C■ �101■ ■ I ■tl■■■■■t■ii ■ENEM �■m Noss■ � ■■I■Rr■■O■■r■■■■■Sure, ON■■■■■NO[Emli ■■i■r�■■■r:■■►�■r■rr��■i�■■rrr■r �■■O Nt r■■■■unnam ■ I M■■I ■oO■ �� ■ ■ , r�l■■ ■rm�rr�N�r�r■■ Nil mr■ . 0 a6113mmil r■ ■■■r��rr �molls ■ ■�r��rOrr■■rrn ..,m■■ mono O■■■m■■■ 0r4 �■ ■■■■r■■ i&JA■r ■ �■■ .O ■!i■■■ENNr ■■ Nam" r�i■■■ INOO■ ■N■OOO■■!�I! No ■■iiMENE■ ■ 11■■ rrrO►.1■r/ O■/N■■ NO■■ moor■■ NOON■ ■OiO■O' ■■■r■■ NOON ■r■■■■ - i APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMTr# Application is hereby: BUILDING DEPARTMENT AP RO D 1540 SULLIVAN AVENUE Bldg:Permit# `�-1• )S ,/ 644-2511.ext. 230 ,Date Building Inspec Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 0ZO C? �,-7 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT APPLICANT ADDRESS A-01 cy_ et2c V S APPLICANT'S PHONE.# OWNER ',OW N S OWNER ADDRESS 04 OWNER PHONE i'7 e C ESTIMATED COST$ +-i �► U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED-$ 52 = o i• G TYPE OF'JOB: �SOR•CO New Installation Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUMDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY O BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE . O MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION I WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF-HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. e DESCREMON OF WORK 1�� Co✓/��� To. 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 �� g �9-c_) CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT g_� ��---�j� DATE /f / �� S Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 200 Deming Street Date: Ury HVAC# 3300047� Sprinkler# Estimated Cost $ �a FINAL APPROVALS Permit Fee $ /J" Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit - ► SIGN ON REVERSE SIDE Appr.forCO. Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ C' The undersigned hereby applies to do work according to the following: Applicant Location of Work of No. Applicant's Address ��'+ t2� o�—G ? — Tel # Town Zips—! � Lic.#iA�(�ELlzq�1� Owner itect Owner's /A�d�dress ,(1 ���fA� Architect's Address 01&)f� .�l0�A� Zip �� ZiP Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit �� Or�� �T�,qa��1��� City Water Well ❑ Septic System J Sewer D 130 123 Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group P--'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 t e located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located 4 yfhch this buiI g and its use is al wed. Signed I hereby apply for a Certificate of Occu ncy for the work described in thi ap icati for t e p r Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS APPLICATION FOR PERMANENT SIGN PERMIT Zoning Appro al: C �00 N ti,,,r - Est. Cost:$ aSaO- Date: 5" ,5" ice— l Permit Feel Final Inspections: Sign Permit# 1500"9& Approved: Building Electrical Permit# - s- Zoning 6 �za ,r Applicant: f��1/.I,vTSiC,��S 6S Business Name: 42>u7AV ".,vA9&AorL S If Applicant Address: 3 8-'b /9 Phone:41V-9 -V649 Address of Proposed Sign(s): 900 D(5_A1 i'1-/G S% Zone: C TYPE of SIGN: ❑Wall orkFree-standing New or❑Replacement Illuminated?f�/No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):/o•-5'Sign Height: S-L" Sq Ft of Existing signs on site:Free-standing:0 Wall: 0 Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: tlLVI�c, CVa*W#c S ATTACH GX CAT S 07f-# S DIAGRAM OF SIGN I have read, unde tan and ag 7a de South Windsor Zoning Regulations,Signs. INCLUDING DIMENSIONS S'/�-�/� AND MAP WITH Applicant: Date: SIGN LOCATION Property Owner. Date: ON PROPERTY gyp! SOoS 3� - ------------------ ----------------------------------------------------------- APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: Est. Cost: $ Date: Permit Fee: $ Final Inspections: Sign Permit# Approved: _ Building Electric Permit# Zoning Applicant: Business Name: Applicant Address: Phone: Address of Proposed Sign(s): Zone: 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:_Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: 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: Date: LOCATION ON PROPERTY Property Owner: Date: ICI 05,113/20.15 11:49 6036734171 POYANTSIGN PAGE 01 Adw LCB SENIOR LIVING a May 12,2015 h To whom It may concern RE: LCB Senior living The Residence at South Windsor farms 200 Deming Street South Windsor,CT 06074 Dear Sir or Madam, LCB Senior living,LLC as owner of the subject property hereby gives its consent to Poyant Signs,Inc. 125 Samuel Barnet Blvd. New Bedford,MA 02745 To act as It's agent for the subject property noted above and to apply for and have Issued any and all permits regarding the construction and installation of any signage,including temporary and permanent signs for The Residence at South Windsor Farms and related improvements to the subject property and to other work required to the existing properties at: LCB Senior Living The Residence at South Windsor Fauns 200 Deming Street South Windsor,CT06074 Please contact me If you have any questions or require any additional Information. Sincerely, Spencer T.Osborne 508-287.8579 3 Edgewater Drive,Suite 101,Norwood.MA 02082 MMn 781,619.9320 Fax 781.619.9321 www.lcbsmlorlMng.com