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Permit#: K2408-006
<br /> Builder: AMA Construction JOB AMK CONSTRUCTION Site Address: 9530 Holly Dr
<br /> Property address:9536 Holly Dr,Everett(Arcadia Gardens Lot 4) ADDRESS:9536 HOLLY DRIVE,EVERETT(ARCADIA GARDENS LOT 4) Applicant: Robinson(Construction)Plumbing Inc
<br /> Total quantity of sprinkler beads:19 DESIGNER:KENNETH H.ROBINSON-ELMSLIE Application Date:08/08/2024
<br /> Description: Fire sprinkler system for new SFR
<br /> CALCULATIONS FOR 26 GPM FLOW(2 HEADS) IND.LOSS NET TOTAL Review Date: 08I12I2024
<br /> Fire sprinkler system notes:
<br /> 1%AW K1ar/ A.WATER PRESSURE IN STREET 60.00 1
<br /> •Fire sprinkler system design per NFPA 13d(standard for houses and duplexes). I Everett Fire Dept.Notes:
<br /> B:SELECT PIPE SIZE:i" i(NFPA 13D) avasan
<br /> -A4A-S� "Fire sprinkler system to be pressure tested and flow tested. C:DEDUCT METER 8 SETTER LOSS(1") 12.00 48.00
<br /> See Attached Fire Sprinkler
<br /> O/�/�C- System
<br /> BACKFLOW DEVICE LOSS(NONE) 0.00 48.00 •
<br /> 64T)4 U System Acceptance Test Checklist. i
<br /> A4A.S 77--'i *Sprinkler piping and fittings to be C.P.V.C."Flameguard"by Spears Mfg. D:DEDUCT HEAD LOSS FOR ELEVATION
<br /> 4gC�/L�OA19 HEIGHT 20%434 LBs/FT 9.69 39.32 I•NFPA 13D Report-The installer shall
<br /> f LM •Installation of C.P.V.C.pipe and fittings to be done by manufacturer certified installers E.DEDUCT PRESSURE LOSS FROM MAIN TO SRINKLER Complete and sign the contractor's material
<br /> FR2N lFEyF,�$ 1-1/4" WATER SERVICE I and test certificate prior to final approval of
<br /> ITEM QUANTITY EQUIV FT.TOTAL Fr. the System.
<br /> 'Sprinkler system to supply water connection for toilets,providing"flow through"in lieu of PIPE: 120 1 120
<br /> �d backflow prevention.Dead end branch lines shall be kept to no more than 10'in length ELLS: e 2 16
<br /> IA
<br /> P P grit R-TEES 7 3 21 I-----------------J
<br /> B-TEES 3 2 6
<br /> 3y� /•/ 31- 3 yY' *Sprinkler heads to be Victaulic FL-RES/C concealed pendant with escutcheons per listing.SIN TOTAL EQUIVALENT FT.X.04 PSI/FT 163 652 32.80
<br /> T TAIL
<br /> #V4906 and Victaulic sideWall V-2738. F:DEDUCT PRESSURE LOSSES FOR 1-12"PIPING EV`TT EVERETT
<br /> c1/y, IT CONTROL EQUIV VALVE
<br /> MOST REMOTE SPRINKLER Everett Fire Dept.Permit Review
<br /> Lines in attic to be protected from freezing with tent insulation(by others). Status:Approved
<br /> PIPE: 0 1 0
<br /> ELLS. 0 9 u Reviewed By:KBrown
<br /> F• *Design spacing for Victaulic concealed pendant is 16'x 16'(256 square feet). R-TEE5 0 1 0
<br /> B-TEES 0 8 0 08/12/2024 10:53:03
<br /> TOTAL'. 0 AM
<br /> Design Density is minimum.05 gpm/square foot TOTAL EQUIVALENT FT.X.0178 PSI/FT= 0 32.80
<br /> �1 Design area is for 2 head simultaneous flow. F:DEDUCT PRESSURE LOSSES FOR 1-1A"PIPING
<br /> /3• -_ _ -- -- _-- FROM CONTROL VALVE TO MOST REMOTE SPRINKLER APPROVED
<br /> Minimum flow requirements(concealed pendant)are: PIPE QUANTI4 EQUIV FT.TOTAL 6
<br /> PUBLIC WORKS DEPARTMENT
<br /> (1)head flow=13 gpm @ 7.0 psi(flat or sloped ceilings up to 8/12) ELLS: 7 a 56 BY:THerman
<br /> (2)head flow=13 m as 7.0 psi flat or sloped ceilings U to 8/12 R-TEES 5 7 5 DATE:F EVE2024
<br /> c).,O.SG.pV,[}7}y gP ( )@ P ( P B P ) TOTAL:
<br /> 3 8 18 CITY OF EVERETT REVIEWED FOR PERMIT
<br /> TOTAL: 120
<br /> TOTAL EQUIVALENT FT.%.0343 PSI/FT= 4.116 28.66
<br /> G LST
<br /> F:DEDUCT PRESSURE LOSSES FOR 1"PIPING
<br /> ST 37l FROM CONTROL VALVE TO MOST REMOTE SPRINKLER
<br /> C<S� ITEM QUANTITY EQUIV FT.TOTAL FT.
<br /> PIPE. 29 1 29
<br /> �4 ELLS: 2a
<br /> R-TEES 2 2 1 1 2
<br /> B-TEES 2 5 10
<br /> TOTAL: 69
<br /> TOTAL EQUIVALENT FT.X.1 D67 PSI/FT= 7.36 21,32
<br /> F:DEDUCT PRESSURE LOSSES FOR 3/4"PIPING a e
<br /> L r✓/ V '��� FROM CONTROL VALVE TO MOST REMOTE SPRINKLER Are errsena scare.
<br /> ITEM QUANTITY EQUIV FT.TOTAL FT. Kete eth H.Ro0Ma14imga
<br /> PIPE: 6 1 6 is 79590106-CE lul
<br /> '8L.7J/�.m• f71 f ELLS: 1 7 7 a RO�WnMPP��rlP��wrtl226Y/qM/I/G
<br /> R-TEES 0 1 0 is IIOBIN
<br /> �L is
<br /> B-TEES 0 3 0
<br /> "G/rr-sdk•' TOTAL: 13 e
<br /> TOTAL EQUIVALENT FT.X.0893 PSI/FT= 1A6 2016.
<br /> REMAINING PRESSURE FOR SPRINKLER OPERATION 2016.
<br /> CALCULATIONS PER NFPA 130 A.10.4 A(A)(2016 ED.)
<br /> UPPER FLOOR PLAN
<br /> (/0)HEADS
<br /> 1/4"=1'-0"
<br /> Hydraulic Design Pipe Sam MasS"S'picc wl.o(walerFilledRpe Table A"Maximum Support Spacing Distance
<br /> u.L.u5 0 NOMa i�w(n war coin) feet Rein kym) End Line Sprinkler Head Drop Elbow
<br /> P1pC u.4.a( 5ou0 Hydraulic calculations for the siring of systems incorporating y4 5.12 OA27
<br /> Spears Fla sing ardn'CPVC Fire Sprinkler Products must be - Pipe size we 00Psi Lin.pressixe
<br /> BLd-rU'"a'' calculated using a Hazeo-Williams C value of 150.Pipe tricUon fz6,>I (1.7) 10,e1 Nominal inches <too psi >100 pal
<br /> toss calculations must be made according to NFPA Standard 13. 1 a 0.674 (Actual min) (<689 kPa) (>80 WE)
<br /> The following table shows the allowance for Indian loss for (33'7) (118) (OA) 314 9inches 6inches
<br /> 0 fiftings,expressed as equivalent length of pipe.For additional 1.19 s12 1 I.o7s (26,7) (Use m.) (165,3 min)
<br /> L0d��,f. �Lt7nl 7tAl8rJp 6!'f
<br /> T� information regarding fiction loss,contact (2,0) I's) 1 12 itches 8lnchwCI Spears. 1-V2 7 1Al2 (33,7) 304,8 coin) (228,6 coin)
<br /> (49a) (ZI) 119) 1-114 Is Inches 121nthae
<br /> CY1✓ -' A / z a 2273 .1112. 408Amm
<br /> Allowance lop Friction Lass in FIMNS (304am.)
<br /> Fi/ydnl 2112 l24l 25 L112-3 241rMee 12i.hea
<br /> b12 9 3251 HB,3•BB,9) (810,0 coin) (304,8 coin)
<br /> s" E uivalent Feet meters of Pipe P3A1 RD I6LR U 9 c)
<br /> 3W 1• 1110 1-Irr r 240 3- 3 10 4131 Note:Support spacing can be increased by approximately 50% •.1
<br /> TYPICAL HEAD DETAIL , E W , , cons M,91 (3A) p5.m for lower pressures. z U LU
<br /> Tee R. I 1 1 1 1 2 2 Since CPVC Fire Sprinkler pipe is rigid,it requires fewer supports Table B-Maximum Support Spacing Distance ~
<br /> -•t M,3) ma) a (6a tea (o, lo. than flexible,plastic systems.Spears recommends use of Inline S 3rinkler Head Drop Tee
<br /> Tea 3 5 6 a 10 12 15 hangers that are designedand listed for supporting the CPVC Fire Pipe sue Una omesure Una pressure ,V'
<br /> Brandt (0,9) 1a) 1A) (z.41 p,11 p,7) (4,6) Sprinkler.However,some hangers designed for steel pipe may be NomlrellrMee <100 psi >100 psi O V;/ `r>,
<br /> gp 7 7 B e 11 12 13 used if their suitability Is den established.These hangers must (Actual (<689 kPe) (>689 kPe) V tTj
<br /> EI6av (2,1) (ZI) (Z4) (2.7) (3,4) (3,7) (4,e) i(Y ck 9 34 4fee1 3 feet' 1_ 4-� Z M�
<br /> have a minimuml2-inch,bad-bearing surface,and they must be
<br /> 45•, 1 1 2 2 2 3 4 selected to accommodate the specific pipe size.In addition,they (26.7) (1,22 meters) (o,sl cot* (j J
<br /> Ee:w, (of ,3 pl (BA1 (oRl (o,e) 11,z cannot contain rough or sharp edges that contact the pipe,and 1 5 rear 4 hat•
<br /> C.I I 1 1 1 1 2 2 the must not bind the from axial movement.NFPA 13D 33,7) (1S2metels) (1,22 mere.) U m W
<br /> roe) Hal Nal Nal (0.3) (D,e (oe) Y pipe va sleet sreN m ��
<br /> permits"support methods comparable to those required by local w W
<br /> (42,4) (1,83 meters) ON mNem) C N_
<br /> plumbing codes."The above hanger/suppod requirements must N
<br /> (Htj b also be followed an NFPA 13D systems. t-12-3 7 rest 7 rear in 2 Of
<br /> Zwo F<e (48,3A8,8) (2,13msre.) (2,13 male.)
<br /> 00
<br /> Since CPVC Fire Sprinkler pipe is rigid,it requires fewer supports Noto:'Su on s cl an be increased orre Pont for lower �I O Q O N M
<br /> vb'mx-3�cme) than flexible, plastic system.Spears recommends use of CAUTION:DONOTIsefar dermmdnomtWstpeu'n& - *Support yd 113
<br /> P Y P pressures. Z 0-
<br /> hangersthataredesignedandlisted for supporting the CPVC Fire devioTs Pipe ftaTger cost oxrptywih NFPA 13,13D aM 13R FF Z Z
<br /> Sprinkler pipe.However,some hangers designed for steel pipe Numerous common methods am used to brace Fire Sprinkler F m m O
<br /> When a sprinkler head activates,a significant reactive force an W Q to
<br /> (ne) may be used if their suitability is Cleary established.These Pipe.A low acceptable methods include:use of a standard band O Z
<br /> be exerted on the pipe.With a pendent head,this reactive tome a'_
<br /> hangers must have a mito accommodate
<br /> the spearing sudace, hen or positioning the threaded support to Ill above
<br /> 1F and the must be selected to accommodate then specific iesize. an muse the pipetolift vertialy'rfflrenot secured property, g yW g IOW did,m
<br /> Y Pe P p the pipe(however,u is important r,a special
<br /> rod does not contact the ty1 O
<br /> In addflion,the cannot contain rough she edges that contact especiallyftthe sprinkler drop a from small diameter pipe.The (yj 8 W
<br /> Y 9 sharp 9 pipe,a wrap around U41a er,a s eclat escutcheon which �
<br /> /i�e� ensv¢aye Verdplruns must be supported Soo that the weightoftherun is not pipe musl be braced against the vertical lift-up with the closest pp) P n9 P n Ord
<br /> oerb fillr or a'oint. hanger.Refer to the followingillustration and Table A 8 B. prevents gers w movement of the sprinkler through the cetecl or VV��band hangers with Surge Restraints to provide surge protection Coto U W W
<br /> h yr, 9 1 for the
<br /> system. d�LL J Y
<br /> Horizontal runs must be braced so that the stress bads causedhangers
<br /> e� U-
<br /> ( Pie han ers are available that are tested and UL Listed for fire a W LU
<br /> v4wZ s. A B P 9 CIO it W
<br /> �y• GIST by spacing
<br /> is show will not bfollow dotable. See joins. �^ �tws kre� sprinkler service. These hangers comply with NFPA s,
<br /> Qnrnesns. Support spacing is shown in the following table. See-Pipe _. __. • requirements for use with CPVC fire sprinkler piping systems. O d' O
<br /> eKA c. Deflection-V this manual for information regarding bending or , The following illustrations depict several of these. o o zS COFE to
<br /> mire. C� snaking CPVC Fire Sprinkler Pipe.
<br /> iHsca'SuP1wrt Brxelsuppon �.-1L 1.•Ir� � 5
<br /> L Fmleltao Calling lino
<br /> 9 Z
<br /> 0 Insulation-Insulation must be placed in a manner that provides the piping Z
<br /> warmth from the heated space and insulation from the cold space.Tenting of the
<br /> ..�A7{aZ MMN insulation ensures that the piping has an open-air space to the heated w OZ
<br /> environment.The tenting must be stapled in place to ensure that the heat from 0L -tNZ N
<br /> below reaches the piping and prevents freezing of the water in the pipe.(See N Z w
<br /> insulation arrangement detail) 0 C1 o
<br /> INSULATION ARRANGEMENT DETAIL • -VICTAULICV-4906OR CONCEALED PENDANT(17) o p <
<br /> 04 WATER SUPPLY R15ER DETAIL m
<br /> /
<br /> ¢�o
<br /> NO SCALE VIGTAULIG V-2738 SIDEWALL QR 155 DEGREE(2) uJ U)oz C�, �
<br /> • -DESIGN SPRINKLER(MOST REMOTE) z Q u-U-
<br /> LOWER FLOOR PLAN Q C) LTI
<br /> =w
<br /> (9 )HEADS UJ C) x
<br /> -UP OR DOWN VERTICAL PIPE
<br /> 1/4" 1--0" ® -RISER oW�nw
<br /> �z��wm
<br /> a-GLOBE GL5635 DRY SIDEWALL(0) r�
<br /> 4I�
<br /> DESIGN SPACING I516 X 16'(256 SQUARE FEET)
<br /> DENSITY 15.05 GPM/SQUARE FOOT
<br /> Caution:use importam that the DEAD END BRANCHES TO 8E NO MORE THAN IC IN LENGTH j
<br /> insulation be installed tight against the S3 m
<br /> joists.In unheated areas,any spaces LEGEND
<br /> or voids between the insulation and the
<br /> joists cause the water in the fire sprinkler
<br /> ipi to freeze.
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