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Home My WebLink AboutBLD-19-1418Calculation results for Design Area 1 - 3rd Floor -Residential Calculation -results for Design Area 3 - Attic company print no dated This system as shown on. w:- -- - company print no dated for Yarmouth Apartments - Building A at 881 Route 28 This system as shown on company print no dated contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over for Yarmouth Apartments - Building A at 881 Route 28 - a maximum area of 400 ft2 when supplied with water at a rate of 99.9 qpm at 52.8 psi at the base of the riser. for Yarmouth Apartments - Building A at 881 Route 28 Hose stream allowance of Is Included in the above contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over I,/2 -AND LARGER sv+1Ep Occupancy classification: Light Hazard contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over BLACK E' -ACK STEEL STEEL .. a maximum area of 360 ft2 when supplied with water at a rate of 57.6 qpm at 48.8 psi at the base of the riser. System Type: Wet TYPE a maximum area of 600 ft2 when supplied with water at a rate of 248.9 gpm at 57.4 psi at the base of the riser. Maximum storage height: Maximum velocity: 15.99 ft/s Hose stream allowance of is included in the above. Storage arrangement: SCHEDULE Hose stream allowance of is included in the above. Flow from In -Rack sprinklers: 0 gpm Occupancy classification: NFPA 13 - Residential Number of heads flowing: 4 I Flow from Overhead sprinklers Occupancy classification: Light Number of heads flowing: 16 D.I. GRV BUCK &HOLE CUT CAST IRON Flow from Inside Hoses: Commodity classification: System Type: Wet FITTINGS Flow from Outside Hoses: Commodity classification: System Type: Dry Other fixed flows: Maximum storage height: Maximum velocity: 13.74 ft/s Total flow in system piping: Maximum storage height: Maximum velocity: 11.52 ft/s PEAK FIRE PROTECTION, INC, Additional flow at/beyond source: Storage arrangement: Total of all flows: "199.9 gpm Storage arrangement: 1 Attic Plan,'' Flow from In -Rack sprinklers: `: 0 gpm Pressure Required at Source: 48.8 psi Flow from In -Rack sprinklers` 0 gpm Pressure Required at Source: 57.4 psi Flow from Overhead sprinklers 57.6 gpm Pressure Available at Source: 63.9 psi Flow from Overhead sprinklers: 248.9 gpm Pressure Available at Source: 63.4 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 15 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 6 psi 13.781-232-7272 Flow from Outside Hoses: 0 gpm I Flow from Outside Hoses: 0 gpm Other fixed flows: 0 qpm CONTRACTOR: LIC. # SC -210022 EXPIRES: 9-30-19 Other fixed flows: 0 gpm I , ..._ SYM Total flow in system piping. 57.6 gpm FINISH TEMP Total flow in system piping: 248.9 gpm COUNT SPACING MODEL - Additional flow at/beyond source 100 qpm Additional flow at/beyond source: 100 qpm Total of all flows:157.6 gpm Total of all flows: 348.9 gpm C I 1 f It f D' A ea 2 - 3rd Floor - Hallway a can ror u Ioesu s ea g" r 1. All materials & installations of this automatic fire sprinkler system to This system as shown on company print no dated WET for Yarmouth Apartments - Building A at 881 Route 28 APPLICATIONS) conform to N,F.P.A. #13, #,14, #20, #22,& #24 contract no is designed to discharge at a rate of 0.1 gpm/ft2 (L/min/m2) of floor area over BRANCHLINES a maximum area of 400 ft2 when supplied with water at a rate of 99.9 qpm at 52.8 psi at the base of the riser. 3 - 2. System to be hydrostatically tested. 200 SI for 2 hours - per ` Y Y Y @ p N.F.P.A. #13.. - Hose stream allowance of Is Included in the above 2 -AND I SMALLER I,/2 -AND LARGER sv+1Ep Occupancy classification: Light Hazard Number of heads flowing: 7 BLACK E' -ACK STEEL STEEL .. Commodity classification: System Type: Wet TYPE scH.,o1SCH. Maximum storage height: Maximum velocity: 15.99 ft/s ,. Storage arrangement: SCHEDULE GROOVED THREADED Flow from In -Rack sprinklers: 0 gpm Pressure Required at Source: 52.8 psi :. I Flow from Overhead sprinklers 99.9 gpm Pressure Available at Source: 63.8 psi D.I. GRV BUCK &HOLE CUT CAST IRON Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 10.9 psi FITTINGS Flow from Outside Hoses: 0 gpm - Other fixed flows: 0 qpm 48Z1 F GISTE�` . Total flow in system piping: 99.9 gpm PEAK FIRE PROTECTION, INC, Additional flow at/beyond source: 100 qpm Total of all flows: "199.9 gpm INDICATING BUTTERFLY VALVE WITH TAMPER SWITCH CHECK VALVE "r WATER FLOW SWITCH FEED MAIN W 1 " X V-6" W L Z UNION TEST AND DRAIN DEVICE Z WITH PRESSURE RELIEF Q ORIFICE GIVING FLOW EQUIVALENT TO S6dA,LLEST SPRINKLER ORIFICE IN SPRINKLER SYSTEM ZONE CONTROL VALVE DETAIL nts PIPING NOTES RESIDENTIAL BRANCHLINES 2" AND SMALLER CPVC SCH. 40 SOCKETS CPVC FITTINGS is L_ I HANGER DETAIL Wood Joist Member f f Wood Joist Member - 3/8" Hangermate. 3/8"Hangermale i I - 3 - 3/8" A.T.Rod !B" A.T.Rod I i 1 1e7 - Hanger Ring ! 'Hanger Ring i Sprinkler Pipe Sprinkler Pipe - ! 1. All materials & installations of this automatic fire sprinkler system to WET DRY RESTRAINT COMPONENTS (TYPICAL APPLICATIONS) conform to N,F.P.A. #13, #,14, #20, #22,& #24 PIPE LINE MAINS BRANCHLINES MAINS Bc x.p^yr_IN=S - 3 - 2. System to be hydrostatically tested. 200 SI for 2 hours - per ` Y Y Y @ p N.F.P.A. #13.. - SIZE „/2"AND LARGER _ 2 -AND I SMALLER I,/2 -AND LARGER sv+1Ep BLACK STEEL 'BLACK (STEEL BLACK E' -ACK STEEL STEEL .. ._ _ _. ; - \/ ers 3. All electrical & paintingto be provided b others. TYPE scH.,o1SCH. 40 SCH. 10 SCH 47 ,. 4. Pi a sizin er hydraulic calculations p 9 p Y SCHEDULE GROOVED THREADED GROOVED T OE+.DED :.... .. ....': .. -.. z, Is, I JOINTS.... D I GRV D.I. &HOLE CUT BLACK CASTIRON D.I. GRV BUCK &HOLE CUT CAST IRON . -. .. . .: j. .... .. . .. :. .: 11 V FITTINGS 1!8=, 0 .. SCALE .. .:. RESIDENTIAL BRANCHLINES 2" AND SMALLER CPVC SCH. 40 SOCKETS CPVC FITTINGS is L_ I HANGER DETAIL Wood Joist Member f f Wood Joist Member - 3/8" Hangermate. 3/8"Hangermale i I - 3 - 3/8" A.T.Rod !B" A.T.Rod I i 1 1e7 - Hanger Ring ! 'Hanger Ring i Sprinkler Pipe Sprinkler Pipe - ! SEISMIC RESTRAINT COMPONENTS (TYPICAL APPLICATIONS) -: NOT TO SCALE z jH OF AkS� 1 JASON CATALFO I I KAMAN 11 V PRE PROTECTION H - 48Z1 F GISTE�` . a". PEAK FIRE PROTECTION, INC, No- RevisionsD �aiAL 4 BROOK ST. SUITE 25E 1 Attic Plan,'' SCITUATE MA. 02066 SPRINKLER LEGEND .M..__�.�r 'FRI, r 13.781-232-7272 I - - A FIRE PROTECTION CONTRACTOR: LIC. # SC -210022 EXPIRES: 9-30-19 I , ..._ SYM POSITION FINISH TEMP K MFG. COUNT SPACING MODEL UPRIGHT BRASS 200 5.6 TYCO 113 12X12 TY3131 Description - --'? ' DETAILS & ATTIC FIRE PROTECTION PLAN i - --Draw€no YARMOUTH APARTMENTS �o. I r 08/13/18 BUILDING C Designed 9 E00 881 ROUTE 28 F P Scale 1 8" = 1'-0" YARMOUTH, MA NIT1A i tyv +90 2 BED I E[ IFF 7 SYM CNT IPOSITION ' FINISH TEMPK II materials & installations of this automatic fire sprinkler system to conform to N.F.P.A. #13, #,14, #20, #22,& #24 2System to be hydrostatically tested 200psi for 2 hours -per . y y Y @ N F P.A. #13 3. All electrical & painting to be provided by others. 4 Pipehydraulic calculations. NPT SIN MFG. MODEL Q 131 PEND WHITE 155 4.90 1/2" TY2234 Tyco LFII D 6 HSW WHITE 155 5.60 1/2" TY3355 Tyco DS -1 @2 TYCO UPR i WHITE 155 5.60 1/2" TY3131 Tyco TY—FRB 01 1.4 02 03 04 7 06 Source Information Date of Flow Test/ Info : 07117/2018 Location of flow test data CONCEALED SPACES SHOWN WITHOUT AUTOMATIC S"!1 SPRINKLER COVERAGE TO BE FILLED WITH INSULATION. TYPICAL VALVE STATION - SEE DETAIL I — FDC SIZE AND LOCATION TBD \ I ELECTRIC BELL F1 't,,� , 11 1 � I � 1 � I;� - -- ; i 1 — — _ _.._ _ ,I I l- . _.. -_..._._ - I P i i I t -w90 Vii, � i -J� _...,.._.. FlA,� � _.�... I ,,1.2 : __ t 11 0, I:\07 2 j 1�j I 15,1 CONCEALED SPACES SHOWN WITHOUT AUTOMATIC ` SPRINKLER COVERAGE TO BE FILLED WITH INSULATION. f TYPICAL� 112 11 2 11 : I Design Area 1 Wet System 3rd Floor Residential +'; z I 11 t 2 1 2 112 t I r 1 i 112 2 ill - .:....,.:... _ �. _. i t 3 t. i f !' 4° ' 1 3 , F _._. ' . Classification: ReDemand Calculations usingHazen Williams Method t _ occupancy NFPA 13 . _ .._.... ..... , ( i E _ r Density: 0.1 t. . DesE n A ea y � I r � • ; _I „ l a 1 Outside Hose. 100 ...: , � __...__:.. t � �. ,, wA , Additional Outs � � � Size: 360 I l r Area S I Design ---__.._ 1 I _ __... �- -- I 1 -_ - , 1 11.3.1.3 - Notes. NFPA 3 �,.� _ " ... _... ... , . .. .. Ji rT Wet System Desi nArea 2 € I 3rd Floor Hallway ----- . Demand Calculations using Hazen Williams Method 1JIT— . , _ � NIT 2A I r _ i i ation: Li ht Hazard :, ., +a . i r , �: 5E U�pA Occupancy Classic g g _ _.. 2-�_D ED i Design Density: 0.1 _ s 9 Y I „ i ditional Outside Hose: 100 ' - !; I - --.. -- Ad 1 t kA OF At4 Design Area Size. 400 P 1311.2.3.4.2 1 1 �� . N , Notes: NFA : i i I w�..; -'l �� JASON CATALF _ _,KA 4 n.- Wa, 1 FIRE PROTECTION rn I S102 I - CONCEhED SPACES SHOWN WITt ou-r AUTOMATIC 1 -, SPRINKLER COVERAGE TO BE FILLED WITH INSULATION. Q 1 GG lSTER I= TYPICAL I j H t!; — -- _ CONCEALED SPACES_SHOWN WITHOUT .UTOMATIC ' _ ---- _, E SPRI LER COVERAG TO BE FILLED NSULATION. TYPICAL SYM CNT POSI110N FINISH TEMP K NPT SIN MFG. MODEL �ECOND FLOOR PL AN Q 143 BEND WHITE 155 4.90 11/2" TY2234 Tyco LFII { No Revisions �>, w,: . `1. ' _ -.' : .. PLAN NORTH - .71 - p 8'18 '.:. - - - - - — — — �i II materials & installations of this automatic fire sprinkler system to conform to N.F.P.A. #13, #,14, #20, #22,& #24 2System to be hydrostatically tested 200psi for 2 hours -per . y y Y @ N F P.A. #13 3. All electrical & painting to be provided by others. 4 Pipehydraulic calculations. PIPE LINE sizE TYPE SCHEDULES;>; INTS FITTINGS U DRY MAINS 112"AND :. LARGER �• BLACK �.►�. STEEL SCH. 10 - — GROOVED--n.-r- D.I. GRV — HOLE CL .. caw. U C r J U U U F +'; z I 11 t 2 1 2 112 t I r 1 i 112 2 ill - .:....,.:... _ �. _. i t 3 t. i f !' 4° ' 1 3 , F _._. ' . Classification: ReDemand Calculations usingHazen Williams Method t _ occupancy NFPA 13 . _ .._.... ..... , ( i E _ r Density: 0.1 t. . DesE n A ea y � I r � • ; _I „ l a 1 Outside Hose. 100 ...: , � __...__:.. t � �. ,, wA , Additional Outs � � � Size: 360 I l r Area S I Design ---__.._ 1 I _ __... �- -- I 1 -_ - , 1 11.3.1.3 - Notes. NFPA 3 �,.� _ " ... _... ... , . .. .. Ji rT Wet System Desi nArea 2 € I 3rd Floor Hallway ----- . Demand Calculations using Hazen Williams Method 1JIT— . , _ � NIT 2A I r _ i i ation: Li ht Hazard :, ., +a . i r , �: 5E U�pA Occupancy Classic g g _ _.. 2-�_D ED i Design Density: 0.1 _ s 9 Y I „ i ditional Outside Hose: 100 ' - !; I - --.. -- Ad 1 t kA OF At4 Design Area Size. 400 P 1311.2.3.4.2 1 1 �� . N , Notes: NFA : i i I w�..; -'l �� JASON CATALF _ _,KA 4 n.- Wa, 1 FIRE PROTECTION rn I S102 I - CONCEhED SPACES SHOWN WITt ou-r AUTOMATIC 1 -, SPRINKLER COVERAGE TO BE FILLED WITH INSULATION. Q 1 GG lSTER I= TYPICAL I j H t!; — -- _ CONCEALED SPACES_SHOWN WITHOUT .UTOMATIC ' _ ---- _, E SPRI LER COVERAG TO BE FILLED NSULATION. TYPICAL SYM CNT POSI110N FINISH TEMP K NPT SIN MFG. MODEL �ECOND FLOOR PL AN Q 143 BEND WHITE 155 4.90 11/2" TY2234 Tyco LFII { No Revisions �>, w,: . `1. ' _ -.' : .. PLAN NORTH - .71 - p 8'18 '.:. - - - - - — — — P PIPING ssOTFs II materials & installations of this automatic fire sprinkler system to conform to N.F.P.A. #13, #,14, #20, #22,& #24 2System to be hydrostatically tested 200psi for 2 hours -per . y y Y @ N F P.A. #13 3. All electrical & painting to be provided by others. 4 Pipehydraulic calculations. PIPE LINE sizE TYPE SCHEDULES;>; INTS FITTINGS WET DRY MAINS 112"AND :. LARGER �• BLACK �.►�. STEEL SCH. 10 - — GROOVED--n.-r- D.I. GRV — HOLE CL .. caw. --is 11TAND - - 7At_ LA"'°R C_VL EV -"= or = S=" 10�7 – GRr VSD _ '-�'�'E__.`-- ^I GN •..„ HE CUT CA-" V__1%8 "_XE SCALE 1/8'= 1.-0. . _... ..... SYM PEAK FIRE PROTECTION, INC, ~� 1 Attic Plan 0912A�;',l 8 4 BROOK ST. SUITE 25E I - SCITUATE MA. 02066 I P:781-232-7272 CONTRACTOR: LIC. SC -210022 FIRE PROTECTION EXPIRES: 9-30-19 Description FIRST & SECOND FLOOR FIRE PROTECTION PLAN SPRINKLER LEGEND - RESIDENTIAL — - -- -- e==.r x�-s F _ -- -- - - _.. '�r� SYM POSMON FINISH TEMP K MFG. COUNT SPACING MODEL _. • PENDENT RECESSED WHITE 155 4.9 TYCO 274 16X16 TY2234 —' HSW WHITE : 155 5.6 TYCO 6 14x14 TY3355 UPRIGHT WHITE 155 5.6 TYCO 2 15X15 TY3131 YARMOUTH APARTMENTS BUILDING C 881 ROUTE 28 YARMOUTH, MA Drawing ��:. t P i - ---- Date 08/13/18 Designed 9 E00 Scale 1/811 =1'-0"