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Permit#: K2408-020
<br /> Site Address: 9532 Holly Dr.
<br /> JOB: BUSTARD CUSTOM CONSTRUCTION INC Applicant: Robinson(Consl)Plumbing Inc.
<br /> ADDRESS:9532 HOLLY DR,EVERETT(ARCADIA GARDENS LOT 2) Application Date:08/22/2024
<br /> Builder:Bustard Custom Construction Inc DESIGNER:KENNETH H.ROBINSON-ELMSLIE
<br /> Property address:9532 Holly Dr,Everett(Arcadia Gardens Lot 2) _.._ _ Description: Install Fire Sprinklers in New SFR-Lot 2
<br /> Review Date: 08/22/2024
<br /> Total quantity Of sprinkler heeds:19 CALCULATIONS FOR 26 GPM FLOW(2 HEADS) INO.Loss NET TOTAL
<br /> Fire SprlTliiLE'r SySt21I1 notes: A.WATER PRESSURE IN STREET 55.00 AW
<br /> EVERETT JW
<br /> B:SELECT PIPE SIZE:1" Everett
<br /> MA-S71_' *Fire sprinkler system design per NFPA 13d(standard for houses and duplexes). Everett Fire Dept.Permit Review
<br /> C:DEDUCT METER 8 SETTER LOSS
<br /> 64I14 0/A)/1j e_ S( 12.00 43.00 Status:Approved
<br /> MSS�� DEDUCT BACKFLOW DEVICE LOSS(NONE) 0.00 43.00 Reviewed By:KBrown
<br /> •Fire sprinkler system to be pressure tested and flow tested. D:DEDUCT HEAD LOSS FOR ELEVATION 08/22/2024 1:40:41
<br /> 43C-DlLarON•1 a Z),E.S/6N HEIGHT 20 X.434 LBS/FT 8.68 34.32 PM
<br /> /ny y i •Sprinkler piping and fittings to be C.P.V.C."Flameguard"by Spears Mfg.
<br /> SON bE6j'f'r� E.DEDUCT PRESSURE LOSS FROM MAIN TO 5RINKLER r----------------�
<br /> 1-114" WATER SERVICE I Everett Fire Dept.Notes: i
<br /> 3r1.°Pi/ •Installation of C.P.V.C. i and fittings to be done b manufacturer certified installers ITEM QUANTITY EQUIV FT.TOTAL FT. p
<br /> AV,-) pipe g y PIPE: 120 1 120 i(NFPA I3D)
<br /> IA ELLS: 8 2 16
<br /> 3 •Sprinkler system to supply water connection for toilets,providing"flow through"in lieu of B-TTEEES s 2 28 -See Attached Fire Sprinkler
<br /> Syr P✓i 1- 3✓s. backflow prevention.Dead end branch lines shall be kept to no more than 10'in length TOTAL: 163 I System Acceptance Test Checklist. i
<br /> TOTAL EQUIVALENT FT.X.04 PSUFT• 6.52 27.80
<br /> •NFPA 13D Report-The installer shall i
<br /> •Sprinkler heads to be Victaulic FL.RES/C concealed pendant with escutcheons per listing.SIN F:DEDUCT PRESSURE LOSSES FOR 1-1/2"PIPING complete and sign the contractor's material
<br /> #V4906 and Vlctaulic siderwall V-2738. FROM CONTROL VALVE TO MOST REMOTE SPRINKLER
<br /> ITEM QUANTITY EQUIV FT.TOTAL FT. I and test Certificate prior to final approval of i
<br /> PIPE: 0 1 o the system.
<br /> y •Lines in attic to be protected from freezing with tent insulation(by others). ELLS: 0 9 0
<br /> R-TEES 0 1 0
<br /> B-TEES 0 a 0
<br /> •Design spacing for V ictaulic concealed pendant is 16'x 16'(256 square feet). TOTAL: 0
<br /> �t TOTAL EQUIVALENT FT.X.0178 PSIIFT• 0 27.80 APPROVED
<br /> L J i -_ _ -- -- _-- F'.DEDUCT PRESSURE LOSSES FOR T-1/4"PIPING PUBLIC WORKS DEPARTMENT
<br /> jV\ *Design Density is minimum.05 gpm/square foot
<br /> y�y• ,p.<✓�foE FROM CONTROL VALVE TO MOST REMOTE SPRINKLER BY:THemnan
<br /> -' •De9il5n area IS for 2 head SlmllltJmaOUS flow. ITEM QUANTITY EQUIV FT.TOTAL F 1 DATE:08/29/2024
<br /> tI� ELLS: 47 8 66 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> T..0 S F IS�y •Minimum flow requirements(concealed pendant)are: R-TEES 5 1 5
<br /> 1 head flow=13 B-TEES 3 s 18
<br /> y.
<br /> O hPm Q 7.0 psi(flat or sloped ceilings up to 8/12) TOTAL: 20
<br /> G LST y• �✓y (2)head flow=13 gpm(ea)Qa 7.0 psi(flat or sloped ceilings up to 8/12) TOTAL EQUIVALENT FT.X.03/3 PSIIFT= 4.718 23.68
<br /> It
<br /> ST 3l2 - F:DEDUCT PRESSURE LOSSES FOR 1"PIPING
<br /> La<S� FROM CONTROL VALVE TO MOST REMOTE SPRINKLER
<br /> IT CM QUANTITY EQUIV ff.TOTAL FT.
<br /> PIPE: 29 1 29
<br /> 'a ELLS: 4 7 26
<br /> R-TEES 2 1 2
<br /> B-TEES 2 5 10
<br /> TOTAL: 69
<br /> 3 TOTAL EQUIVALENT FT.X.1087 P51/FT= 7 36 16.32
<br /> ,3<y.
<br /> L I✓/.1/e- F:DEDUCT PRESSURE LOSSES FOR 3/4"PIPING
<br /> FROM CONTROL VALVE TO MOST REMOTE SPRINKLER r....................
<br /> ITEM QUANTITY EQUIV FT.TOTAL FT. wAlrerlelOM WA1e '
<br /> '8L7J/ f7Tl�Fy PIPE: 6 1 B ceH RTCAae Or COnelKY rw
<br /> ELLS: 1 1 7 is
<br /> nW MI04KlLl eYeT10 ;
<br /> R-TEES 0 I 0 Kenneth H.RobW&Wn eneW
<br /> B-TEES 0 3 0 P 765"10a4;E LMI3
<br /> TOTAL: 13 P Robinson muraft sc ;
<br /> TOTAL EQUIVALENT FT.X.0893 PSI/FT• 1.76 1516 :
<br /> e-1 1
<br /> REMAINING PRESSURE FOR SPRINKLER OPERATION 15.16 ....... ............
<br /> CALCULATIONS PER NFPA 13D A.10.4.4(A)(2016 ED.)
<br /> UPPER FLOOR PLAN
<br /> (/0)HEADS
<br /> 1/4"=1'-0"
<br /> Hydpaulic Design PiN sin MexiIg"SigapPon wLofwalerFilledPpe Table A"Maximum Support Spacing Distance
<br /> U.L.u51t NOMrd irrJies(Acbal min) feet(meb.) IiWft(kym) End Line Sprinkler Head Drop Elbow
<br /> P1pC 64.4.4( 5ou0 Hydraulic calculations for the sizing of systemePro Incorporating y4 502 OA27
<br /> Spasm Fla sing ardn'CPVC Fire Sprinkler Products must be - Pipe size we pressure Llne pressure
<br /> Btd-rJ"a'' calculated using a HannWilliams C value of 150.Pipe friction T�.>7 (117) (o,e1 Nominal inches <too psi >100 pal
<br /> toss calculations must be made according to NFPA Standard 13. 1 a 0.674 (Annual min) (<689 kPa) (>80 kPe)
<br /> The following table shows the allowance for friction loss for (33'7) (118) (0.9) 314 9inches 6inches
<br /> 0 filings,expressed as equivalent length of pipe.For additional 1.19 &112 1 I.078 (26,7) (Use..) (166,3mm)
<br /> LOct��,T� FG.rJ.aJ 7Til8vp b!'f
<br /> 1r information regarding fiction loss,contact Spasm. (2A) I,S) 1 12i�ea 9lnchw Spears. 1-V2 7 IA12 (33,7) 304,8 min) (228,6 min)
<br /> (49a) C41) Ito) 1-114 Is Inch. 12 Inch.
<br /> CYt✓ Nam( Allowance fop Friction Loss in FIMNS 2 8 2323 (42,4) 406,4 min) (304,8mm)
<br /> Fi/ydnl (60,3) l2A) (3A) 1-i/R-3 24lnds 12 ired.
<br /> 24r2 9 3254 (48,348,9) (610,0 min) (304,8 min)
<br /> Equivalent Feet meters of Pipe p3A1 RD IeLN ri
<br /> 3W 1• 1-v4• 1-Irr 2' 240 3• 3 ie 4,831 Nate:Support spacing can be Increased by approximately 50%
<br /> TYPICAL HEAD DETAIL , E W 99 W 59 11 %he M,91 (3A) 75,o for lower pressures. � o
<br /> y yr Pt,/a\ J
<br /> j T.g� 1 1 1 1 2 2 Since CPVC Fire Sprinkler pipe is rigid,it requires fewer supports Table B-Maximum Support Spacing Distance
<br /> M'3) N.3) a (03 (03 to 6) to, than flexible,plastic systems.Spears recommends use of Inline Sprinkler Head Drop Toe rfW��
<br /> �-a'�i�' ✓/" Tee 3 5 6 6 10 12 15 hangers that are designed and listed for supporting the CPVC Fire Pips sue Una preaeure Una pressure �i
<br /> Brenrh (0,91 1.5) 1A) (2.4) (3.1) (3,7) (4.6) O
<br /> ggp� 7 7 8 9 1t 12 13 SDdnkler.HOwever,some hangersablish d.Then
<br /> steel ngemaybe NpmlMllr hee <t00pei >89pai
<br /> BOnaO° (I (2,1) (Z41) (27) (34) (37) (40) used a themini uitabiliAnch,clearly ckboanng surf These hangers must (Actual min (<689 kPe) (>3fe tPe) Z
<br /> have a minimum112-inch,bad-bearing surface,and they must be _I
<br /> 1 t z z z 3 a (ze,7) (1,2zmrsl (o,elren alien) C9
<br /> tDn,/ selected to accommodate the specific pipe size.In addition,they W
<br /> /. ro3) A AI (OAI (ORI 10,91 (1,2 t stoat 4hat' ( \ Z >r0
<br /> J' 1 1 1 1 1 2 2 cannot contain rough or Shary edges that COONd the pipe,and 33,7) (1,52 mete.) (t,72 male.) v m W A
<br /> cowbt9 1031 10.31 N.3) N.3) W.31 lo,e) (0a) they must not bind the pipe from axial movement.NFPA 13D
<br /> ermits"SU ort methods comparable to those 1.114 6 feet 5 bet• 1' '
<br /> P PP P quireredby bust (42,4) (1,83 mebrs) (1,521rebre) 4�--r N
<br /> plumbing codes."The above syste/support requirements must
<br /> 7-12-3 ]feet 7fast O3 d V(p
<br /> ANgara b ar'a1gM'la also be followed on NFPA 13D systems. to n
<br /> q. (48,3.66,8) (2,73 mob.) (2,13 male.) J Z
<br /> Since CPVC Fire Sprinkler pipe is rigid,it requires fewer supports Note:*Support spacing Can be increased am toot for lower Q O J
<br /> than flexible, plastic system.Spears recommends use of CAUTION:DONOTm �mdnomt Wsfpeu'n&& . Pa F19 �1 3-0 W
<br /> P Y P pressures.
<br /> hangers Nature designed and listed for supporting the CPVC Fire devices Rpe la315er cost oXrptywih NFPA 13,13D act 13R (�/ Z Z:it
<br /> Sprinkler pipe.However,some hangers designed for steel pipe Numerous common methods am used to brace Fire Sprinkler m m O
<br /> (1Y10 may be used if their suitabilityIs clearly established.These When a sprinkler head activates,a significant reactive force can P Z (� W O O W
<br /> - ) be exerted on the pipe.With a pendent head,this reactive force Pipe.A few ac eptable methods include:use of a standard band a.� K at Z
<br /> hangers must have a minimumil2-inch,load-0earing surface, ban or positioning the threaded supportrod to 1/16-inch above W m
<br /> andthe must be selected to accommodate then specific pipe can cruse the pipe vertiuslly'rfflknot secured property, 9 YD0 9
<br /> Y Pe P P the pipe(however,u is important r,a special
<br /> rod does not contact the 1 O W O
<br /> r.04.1mu°vrsv y" InaddNon,the cannot contain hough she edges that contact especallydNe sprinkler drop is from small diameter pipe.The
<br /> __ /._ Y g g must be braced against the vertical lift-up with the closest pipe),a wrap around U4langer,a special escutcheon which r(\ y
<br /> it
<br /> the Vertical
<br /> r and they must not bind the pipe from axial movement P'Pe g D and ha u ward movement of the s rinkler throw h the rote or \J f �^]L, W
<br /> ���k=/ice-e�kr zl,,f�rr48 � W � � � y Vertical cons must be supported so that the weight of the con is not hanger.Refer to the following illustration and Table A 8 B. band hangers with Surge Restraints to provide surge protection VJ N W W W
<br /> >asz na4r.� y" on a fitting or a joint Z -1 U Y
<br /> h y for the
<br /> system. LL (L 5 J ,
<br /> wrv� e>iec¢etcce.._-. Horizontal runs must be braced so Nat the stress bads(caused rrll m �ll
<br /> Pipe hangers are available that are tested and UL Listed for fire LLl C a W
<br /> ✓°�✓t Syy• GIST by bending orsnaking pipe)will not be placed on a fitting or a joint. LL
<br /> �^A 0 Iwrs�kre5 sprinkler service. These hangers comply with NFPA 13 ~� !<lY Q Z
<br /> Qn�n4.ans. FE Support spacing is shown in the following table. See'Pipe _. _I requirements for use with CPVC fire sprinkler piping systems. O
<br /> eaNss c. Defection"in this manual for informaton regarding bending or , The following illustrations depict several of these. 40 Q W✓e-. snaking CPVC Fire Sprinkler Pipe. j
<br /> C-T o4la� RraFWswc«t ar4<antupPon 3 0
<br /> L �FmlehPe CPlling l�np
<br /> InsulatIon-Insulation must be placed in a manner that provides the piping W F-
<br /> warmth from the heated space and insulation from the cold space.Tenting of the (D LLJ�
<br /> wQ' 2ni1iN insulation ensures that the piping has an open-air space to the heated < -1 0
<br /> environment.The tenting must be stapled in place to ensure that the heat from rpK Z
<br /> below reaches the piping and prevents freezing of the water in the pipe.(See Z 0)1 WQ Q
<br /> insulation arrangement detail)
<br /> is) QU)�< to
<br /> WATER SUPPLY/R15ERDETAIL INSULATION ARRANGEMENT DETAIL • VICTAULICV-4906OR CONCEALED PENDANT(17) is) wj 0 m
<br /> Y
<br /> NO SCALE -VICTAULIC V-2738 SIDEWALL QR 155 DEGREE(2) w z O O E o<
<br /> • -DESIGN SPRINKLER(MOST REMOTE) ? Q ILL. D[
<br /> LOWER FLOOR PLAN <_ LU
<br /> (9 )HEADS UP OR DOWN VERTICAL PIPE LU a to(�N N iu(�
<br /> 1/4"=1r-0n � d GLOBE GL5635 DRY SIDEWALL(0) �LL z O 0)w m
<br /> DESIGN SPACING I516 X 16(256 SQUARE FEET)
<br /> DENSITY 15.05 GPM/SQUARE FOOT
<br /> DEAD END BRANCHES TO 5E NO MORE THAN 10'IN LENGTH
<br /> Caul II is important that Ne 1k
<br /> insulation be installed tight against s <m
<br /> joists.In Unheated areas,any spaces <Sus
<br /> or vo�a between w to in th fir and the LEGEND
<br /> joists rouse the water in the fire sprinkler
<br /> piping to freeze.
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