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Home My WebLink About5759 FLEET ST; ; AS980169; Permit5/12/22, 11 :35 AM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: CFI AS980169 Permit Data City of Carlsbad AUTOMATIC SPRINKLER-COMM Permit No: AS980169 5759 FLEET ST Status: ISSUED ASC Applied 9/21/1998 2110221800 Approved: 9/25/1998 0 Issued: 9/25/1998 Inspector: 82,000 SF SHELL BUILDING Tl O/H Owner: 6108 AVENI DA ENCINAS STE A CARLSBAD CA 760 431-9901 Fees($) Add'I Fees ($) Total($) Balance($) 483.25 0 483.25 0 1/1 ·--C NATURAL ALTE-RN-ATIVE-&· IN'FNL &raw-i-ng·· &a-Ee-:-7-f 6--f9-& HYDRAULIC DESIGN INFORMATION SHEET 7/ 1:0-/-9-8-1-'Z : 51 Job-Name-: NA-'I!URAL-AL-'I'-ERNA-T IVES-I-NI'N-L--- Location: 5759 FLEET ST. Braw-i-ng-Date:-7-/6-/9-& Contractor: CONSOLIDATED FIRE'PROTECTION 6-10-B-A-VEN-IDA-ENC+NAS CARLSBAD, CA De-s-ig-ne-r :-JIM-M:ADDE~ Calculated By:SprinkCALC CSC Sys-terns-&--De&-i-g-n- Cons truct ion: TYPE V-N Rev±e~in~kuthor±t±e~:CARLSBJID FIRE· D~PT. SYSTEM DESIGN 'rREE-QFF R~SER -$'1 s #-I MiZ2. 7-~ J Nl;- Rem·o-te-Area Nu-'ffi:be-r :-· 2- Telephone: 760 431 9901 Occupancy:OFFICE/R&D/MNFG ffazard:ORn-. GRP-·. rr System Type : YJET Sprinkler or-·Nozzle Dens.i.ty {gpm/ sg ft). 0 .... 2.IT • Area ~of Sprinkler Operatiorr 1500 ~q ftl "Make..:..CSI: : ModeI:...Ga Area. per Sprink1-er 9.6-sq ft--_ S.iz.e.:..1../2.11 K-Fac:tor:. 5-_. 60 Hose A-llowance I-ns-i.de 1-0-0-gpm-. Hose--Allowance-Outs-ide-15-0-gpm · Temper.a.tu.re Rating-:..200 CltLCULAT"ION· SUMMARY gpm Required: 664.1 psi Required: 49.8@ CITY CONNECTION WATER SUPPLY- Water Flow Test Date.. of: Test. Q-S.-LT-9:R S-t.ati-~ Pre-ssure 9-6-. 0-p-s.i Residual Pres 1-8--. 0-psi At a Flow OE 15-0-0-~f)ffi- Ble-va-ti-on 0-" PUmp Data -~ Rated C-apaci•ty Rated-Pres.sure Rleva.tion- Make-: Mode-1: Location: 5759 FLEET ST~ Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 762 Gallons Notes: Yank or Res-ervotr ·a gpm.. capacit_y a: gal 0--. 0-psi · El-eva-tion 0 0- We-11 -P-roof F-low 0--_gpm NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 HYn-R:AUI:i-:re-CALCU-t.AT-rON-~ILS RYDR:AlJ-b re- QTY DESCRIPTION LENGTH C ID Hydr Re-f-W-Req11-i-red-a-t Hyd-Ar-ea-2- 1 6" Grvd 90 Ell ' 14' 120 6.000 1--6 .,_ Grvd-Butterf-ly-Va-lve--· ese 'l-B-F\P~-10--1-12-e--6. OEHr 1 Pipe 6" 10x21 •30' 120 6.357 Eleva-t:i:on-Change-3-0-L2-•L Total Loss forTHRU RISER Hydr Ref Rl Required at BOR Fixed Flow INSIDE HOSE 1 Pipe 8" Dix18 40' 140 1 Pipe 8 11 Dix20 DI EQFT. 4E,T 107' 140 1 8" Flngd Back Flow Valve CHART" LOSS 8.390 8.390 Fi~ed Flow Outside Hose Allpwan 1 Pipe 8" PVx20 C_LAS_S_ 15Q PVC 190' 15Q 7 .__92..1 L E.ipe. 8." D.Ix4_Q ni. -E_Qf'T._. 2EE,_T 53' 140 8. 390 1 8-"-F-lnga--Gate-Va-1-ve--CSC "7-2-2-lF'' 4--' 12-0--8-. OOQ-- Total Loss for THRU-UNDERGROUND - 7/10/98 FLOW-· !:JOSS-- gpm psi 4-J:4- 414 0.1 4-14-0.1 414 0.2 ~3.1 414 100 gpm 514 0.1 514 0.2 514 ·7.0 150 -~pm 664 0.6 664 0.1 6-6-4---0.0 Hydr Ref R2 Required-at CITY CONNECTION· 664 Water Source 96.0 ps± static·, ·78.0 psi residual @·1500 gpm· 664 gpm 17:51 TOTALS 2--8--. 5-psi 13.4 psi 41.9 psi --8-:Q ' psi 49.8 psi 92.0 psi ======= SAFETY PRESSURE Availab-le-Pressure· of-92-. fr-psi-Exceeds· Required-Pressure· of-4-9-. & psi This is a safety margin of 42.2 psi or 85 % of Supply Maximt1m Water Ve:1:oei:ty i:s-1-9-. 4-fps- 42.2 psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 LEGENfr · 7/10/98 17:51 HYD REF K-·F-.AeTE>R- SIZE Hydraulic reference. Refer to accompanying flow diagram. Flow-· factor-:for--open-he-ad-or-pa-th---whe-re-F-1-ow-· (gpmt--= K-x--\ \/P Nominal size of pipe. ID- C TYPE-· # FITS Pt pf-- Pe- P-n- Pdrop· Phead BhE-V PIPE F-ITS NOTES: Actua-1-:i:-nterna-1 d:i:-amete-r--of-pi-~ Hazen Williams pipe roughness factor Type-o-r-schedule--of p-ipe-.. number of fittings as follows: 90--9--0-· deg--Ell 4-S -45--deg-· E--11 ~L -Tee-LT· -I::iong--furn· 9-0-Ell SPEC -Fitting other than above or fitting with hydraulic equ-i-valent length spe-ei-f ied-b-y-ma-nu--fae-tu-i;er. Total pressure (psi) at fitting ' Fr±ct±on--loss-(-ps-± )·-to-titti-ng- where Pf= 1 x 4.52 x (Q/C)Al.85 / IDA4.87 Pres-sure due· t-o-eha--nge-in el-e-v-ation where Pe= 0.433 x change in elevation Ve:toc±ty-pressure-· (-ps-i--}- wpere Pv = 0.001123 x QA2/IDA4 No-rm-al pres-s-ure-fps-i-}- where Pn = Pt _; Pv Pressure-loss--in-· p±pe-r±-s-e-or-drop-to-arr open-~ad . Pressure at an open head. · e-le-va-ti-on-from-b-J?an-ch-tee--to-O-!)efl hea9. pipe length from branch tee to open head. titting-· equi-Va-1-ent-length-f-rom· branch-tee-to-open-~ad. -P-ress-u-re-s--are-bala-neea-to-0--. 0-9-1-gpm-. P-res-su-res--are-lis-t:.ea-EC? 0.01 psi. Addition may vary by 0.01 psi due to accumulation of rouncr 9ff. -c-arcuratiorrs•· conform· to-NFP1t r3-edition-. -Velocity Pressures are not considered in these Calculations -Path #T is from the most remote--head bcrck-to-the-· water source. -Later Paths are from the next most remote head back to previously de-:E-ined---paths- ... NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:51 REMe>TE·· A:RE-k #-2-P-A~E 1 I FLOW # OF LENGTH PRESSURE BRANCH LINE fGPM-}-PIPE· F-ITS-FEET· SUMMARY· TO 1iEAD HYD REF OUTLET· SIZE-90·-4-S-PIPE-· VELOCITY-Pt Pt Pn ELtEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K -FACTOR P-I-P-E-· e-TY-PE 0-TH-ER--TOTAL •. E-:E:.EV-AT:EON-Fe-Fn-Phead-F-~TS PA-TH-1· F-R0M-H¥BRA-B-LI-e R-E-F-BR-EN€E-31 'FO-W-fSUP-P-hY--DRAW-ING-RB-F-. "W") HEAD 31 19.2 1-1/2" 2 O· 8 I 10-n-2.6 fp-s· 12.2 12.2 -2 II 0.20-.gpm/sq ft 1. 7 5zrr er er g-rerrr-er. 010-a·.z er. s-211 K = 5.60 19.2 120 DF 0 16 •·1.0"--011 o.o 11 .. 7 60 11 HEAD' 3-z· i-g-_:, I-I/z-n-· 0-. o--g-r-o-n-· 5 -_ z-rps IZ.4-IZ-.4---2 II 0.20 gpm/sq ft 1.752" 0 0 0" 0.036 0.3 0.5 2" K -=· 5 ~-60 ·-3a-.·-s 1.20--D-F -o--a-1-cr,,.· 0-"· o-.o-11:. 9·-60 11 HEAD 33 19.5 1-1/2" 0 0 8·' on 7.8 fps 12.6 12.6 -2 II 0.20 gpm/sq ft 1.752" 0 0 0" 0.077 0.6 0.5 211 K = s-. 60-" 5W.cr IZO-DF 0-g-r crrr 0-rr-o-. 0-rz-·.z-60 11 HEAD 34 20.0 1-1/2" 0 0 8 I 0 11 10.5 fps 13.3 13.3 -2 II 0.21 gpm/sq ft 1.752" 0 0 0" 0.133 1.1 0.5 2" K = 5.60 78.1 120 DF 0 8 I O II 0" 0.0 12.8 60" HEAD 35 20.8 1-1/2" 0 0 8' 0·11 13.3 fps 14.3 14.3 -2 II 0.22 gpm/sq ft 1.752" 0 0 0" 0.206 1.6 0.5 2" K = 5.60 98.8 120 DF Q_ 8.' ,0" Q" O.Q 13 ._8 60 11 HEAD 36 22.0 1-1/2" 0 0 8 I Q-U -16.2 fps 16.0 16.0 -2 II 0.23 gpm/sq ft 1.752" 0 0 0" 0.298 2.4 0.6 2" K · -= . -5 . -6·0· 120.-8 :120-DF -{,· -B-t-O-tt-· . -011--o·.o 1-5_4 60" HEAD 37 23.5 1-1/2" 0 0 10 I 3-11-19.4 fps 18.4 18.4 -2 II 0.25 gpm/sg ft 1.752" 1 0 8 I Q •lt-0 .414 .. 7.6 0.7 2" K = 5.60 144.3 120 DF 0 18-f-31t ·off ·o·.o 17 .·7 60 11 1-1/2" 0 o-10·"-19.4 fps 25.9 1.752" 1 0 8' 0 11· 0.414 3.7 144.3 120 SF 0 9·•·1.o·n 10-n·· 0.4 REF El 4" 0 O· 12 I Q-H-3.2 fps· 29.9 4·. 328 ... o·· o-Q»-0.005 0.1 144.3 120 DF a.· 1_2 ·t--Q·ff . 011· 0.0 CONTINUED 10--.. 0 psi NATURA-I:. A-bT-E-RNATIV-E-S-I-NTNL B-rawing-B-a-ee-:--7-/6-/9-8- REMOTE AREA #2 FLOW (GPM) PIPE HYIJ REF-OO'l'LET ST~-g-o-· 4"S-- ID T LT ~ FA:CT0R P--IP-E-C TYP-E-0THBR- LENGTH· FEET PIPE FITTINGS T0-TAL VELOCITY LOSS PSI/FT _· E-bE-VATI-ON PAGE 2 PRE-S-StJ-R-E-· BRANeit-~INE SUMMARY TO HEAD P-t Pf Pe-· P-t Pv Pn- P-n ~EV Pdrop PIPE Phe-ad-F-~TS PATH 1-FROM-HYDRA:ULre-REFER-ENeE-3-1-Te>-w-(-SU-P-PLY· -:IJRA-W-TNG RE-F-. tt-W-n--)-CONr-I-~ED REF E2 134.6 4" O· o-12' on-6.1 fps·· 30·. 0 PATH 2 4.328 11 o--0 O't-0.017 0.2 K :::::24.58 279.0 120 DF 0 12'0" 011 0.0 REF E3 135.1 4" 3 0 105'6" 9.1 fps 30.2 PATH 3 4.328" 1 0 50'0" 0.036 5.5 K =24.58 414.1 120 DF 0 155'E" -16'9" -T7. 3 REF-w .4I4.....l .. gpm. . RATR~ .I_ • .JC --= 77...sg .. 2.~.5 .. psi PATH 2 FROM HYDRAULIC REFERENCE 38 TO E2 HE.AU-TS-2I.S-r-I/2" er er g-t-ertt-2-_g-fps 15'. :r IS-. :r -2 II er. 22-gpm/sq ft I. 752" a er arr a.ar2 a.I er. o 211 K = 5.6-0-z1.s· 12CJ DF (J ff rcrrr 0" 0.0 14.7 60" HEAD 39 21.5 1-1/2 11 0 0 8 ' 0 " 5.8 fps 15.4 15.4 -2" 0.22 g2m/sq ft 1.752" 0 0 0" 0.044 0.4 0.6 2" K = 5.60 43.0 1.20 DF 0 8' 0" Q" 0 .. o 14.8 60" HEAD 40 21. 8 1-1/2" 0 0 8 ' 0 " 8.7 fps 15.7 15.7 -2" 0.23 gpmfsq· ft 1. 75z,r 0 a· arr a.crg4 0.8 er.6 211 -·K -= 5 .-60· -64. a-·120 ·DF· -o-· -·a-•-:o-»--0-11 0-.-0 15.1 60" HEAD 41 22.3 1-1/2" 0 0 8' 0" 11.7 fps 16.5 16.5 -2 II 0.23 gpm/sq ft 1.752" 0 0 0" 0.163 1.3 0.6 211 K = s.-60 -a1 -.-o 120 ·DF ·o -a '0" . 011 . 0. -0 15.8 60 11 HEAD' 42 23.2 I-I/2tt-0-er g-t an--14-_ S-fps r,·. s-17.8" -2 II 0-. 24-gpm/sq ft I. 757,-,-o· a· 0-" 0.25Z 2·.a er. T 2" K = 5.6CJ 11cr.2· I2er DF-er g-ro-rr-011 u. er 17.1 60" HEAD 43 24.4 1-I/2't 0-a 10-r--~tt-IS-.1 fps 19·.a-19.S--2 II a. 25·· gpm/sq ft I.752" r er g-t·o-rr-o·. :rs-4· 6".T er·. T 2" K = 5.60 134.6 120 DF . 0 18'3" 0" 0.0 19.0 60" CONTINUErr 26'9-4-.-psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:51 REM0TB-ARE-A-· #--2- FLOW # OF LENGTH PRESSURE {GPM-}-:. PIPE-· F-:f--'F-S-·. FB-E-'P SUMMAR-¥- HYIT REF-OUTLET srzg-g-o-· 4--s-PIPE VELOCI'l'Y Pt" pt ID T LT FITTINGS LOSS PSI/FT Pf Pv If FAe'I'OR-P·IP-E-e 'I'Y-PE-O'PHE-R-'PEY:P-A-h EbE-V-A'I' ION-Pe-Pn· PATH Z FROM HYDR1tU-LIC-RRFEitENC~ 3"S-ro--EZ·· CONT-UWED REF E2 r-r/2·n- 1-. 752 rt - 134 .. 6 12-0-· SF· 134.6 gpm o-0- 1 o-o- 10-n-IS-. I fps 8 t-o-n-o·. 364 8 r·1o·n-10 n- PATH 2 K = 2-4-~ 58 PATH 3 FROM HYDRAULIC REFERENCE 44 TO E3 REAU 44 2T .S-1-1/zn-0-0-sr·5n-z·.9-fps 0-. 22 g_pm/sq ft I. 75-zrr-0-a· 0-rr 0-.0TZ- K= S-.60 "2I.5 r;w--DF--0-s ,.6..,,... -~ HEAD" 4-5 21.6· r-r;-z,t-0-0-g-r·o-n-· s.s-· fps 0.23 gpm/sq ft 1.752" 0 0 0" 0.044 K = 5.60 43.2 120 DF o· 8 I o-n-0" HEAD ·46 21. -g-1-I/zn-a· -a-9--r--·o-n-· ··S-. T fps a-. z:r gpm/sq ft r.7szrr-· 0-a-· o··n-a.ag-s- K = 5.6U 65.0-120-DF a· g-r o-rr arr HEAD 47 22.4 1:...1;2 11 0 0 8 I O II 11.7 fps 0.23 gpm/sq ft 1.752" 0 0 0" 0.164 K -= -5 .-60--87.4 120 D-F ·0-. ·S--•-o-n-{) JI HEAIJ 4S-z3-_z r-1;-zn-· 0-0-s-t-o-n-14.g-fps 0.24 gpm/sq ft 1.752" 0 0 0" 0.253 ·K = ·s.60 110.-6 120 ·DF ·o ·s-1011 Qfl HEAD 49 24.5 1-1/2" o-0 10'·3·"-Uf.2 fps- 0.26 gpm/sq ft· 1.752" 1 · 0 8 I 0" 0.367 K = 5.60 135.1 120 DF o· 1s·r·3·tt· 0 tr- 1-1/2" 0 0 10,,. 18.2 fps- 1. 752 1•· 1 o· a -,-011• o·.367 13s·.1 120 SF· 0-S-'Io·n· 1o·tt·· RE-F .E-3 . .1-35 ... .l .-gpm-..PATH ..3-.K-=-24-..... 5-8 Zo.4 3.2 0.4 30~0 ps± rs-·.4 0-.1 o-.·o lS-.S 0.4 0.0 IS-. g-a-·. g a-. a· 16.6 1.3 -o-. o- IT. g- 2.0 ·o.o 19.9 6.7 0-. o- 26.6 3.2 0.4 3:0.2 psi PA~E 3 BRANCH LINE T0-~EAD Pn Rf.\EV Pdrop PIPE P-head-F-~TS IS-.4" -2" o-.o 2" r4·. a-60" lS-.S--2" 0.6 2 II 14.9 60" IS-. g-· -2" o·.o 2" 15.2 60" 16.6 -2" 0.6 2" 1-6 . -0-60" IT. 9--2" 0.7 2" 1.7 .-2 60" 19.9 ·-2" 0.8 2" 19.2 60" NATURAL AE.'PERN-A'PIV-E-S-IN'PN-h Braw±ng= Date--;-7/6--/9-8- HYDRAULIC DESIGN INFORMATION SHEET Job-Name-:-N-ATBRA-L AE.'PERN-A-'PI-VE-& IN'PN-h Location: 5759 FLEET ST. Drawing-Date--:--7--/6--/9-& Contractor: CONSOLIDATED FIRE'PROTECTION 61~8 -AVENI~k ~NB;NAS CARLSBAD, CA 1 Designer:-J-IM-MADDEN Calculated By:SprinkCALC esc sy-s-tems-&-Des-ign- construction: TYPE V-N Revie-Vfing· Author±ties-:·CARLSB-lID F·IRE-D~PT. SYSTEM DESIGN 'PREE-AT ENO-OF-GRID S'/t ~ I Mt:2.ZArJ /NI£ Remo-te Area-Ntunb-e~: :1- Telephone: 760 431 9901 Occupancy:OFFICE/R&D/MNFG Code:NFPA 13, 1996 Hazard:ORD. HAZ. II System Type:ijET Area of Sprinkler Operation 1500 sq· ft Sprinkler-or·· Nozzle Densit~ (_gpm/sq. ft) 0 .. 2 .Q ; Make.:.CSC... , ModeL:.GB. Area-pe-r Sp-rinkler 9-6--sq--ft Size--: 1/211 K--Fa-ctor: S -, 60 Hose All~wance Inside 100 gpm. Temperatu-re Ra.ti.ng.:...200 Ho-se-Allowanee-Outside-15-0 gpnt CALCUI:.A:T-I()N· SUMMARY gpm Required: 628.2 psi Required: 59.8@ CITY CONNECTION WATER SUPPLY Water Flow Date of. Test S-tatic. Pres.sure. Res-i-dua-1 Pres At a Flow of Elevation Test 06-1-7-98 9.6...-0 ps.i 7-8 -. Q-p-&i :150-0-gpm 0-" Pump Data Rated.. Capacity ·Rated Pressure_ E-le-vation Make-; Model: Location: 575g-FLEET .. ST. Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 763 Gallons Notes: Q_ g.pm_ -0 ... :o_ psi. 0 Tank or ReservoJr Capacity Q_ gal Elevation.. 0 We-11 Proof Flow e-gpm . NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 HYDR:7-f(JLI-C eALeUbAT-I-0N· BElT1'-ILS HYDRAUii"rc- QTY DESCRIPTION LENGTH C ID Hydr Ref--w-Required-at-Hyd-Area-1 1 6" Grvd 90 Ell ' 14' 120 6.000 1 6 »--Grva-· Butterfly-Va-rve-·· ese-n-:s-FV-"--1.-er 1--J:-2-0 ·· 6. 0-0-0- 1 Pipe 6" 10x21 . 30' 120 6.357 Rlev-ation--ehange-3--0--i--2u-- Total Loss-for· THRU RISER Hydr Ref Rl Required at BOR Fixed Flow· INSIDE HOSE 1 Pipe 8" Dix18 40' 140 8.390 1 Pi:Qe 8" Dix20 DI EQFT. 4E,T 107' 140 8.390 1 8" Flngd Back Flow Valve CHART Loss·. Fixed Frow Outside Hose Allowan l Pipe 8" PVx20 CLASS 150 PVC 1_90' 15Q 7.921 1 Pipe 8" Dix20 DI EQ_FT. 2EE,T 53' 140 8.390 1 ·gn-Flngd Gate Valve CSC ·"·72-2-'U:n 41 -120 8·.ooo- Total Loss-for-THRU UNDERGROUND Hydr Ref R2 Required--at·· CITY CONNECTION· Water Source 96. O 2si static·, 78. 0 psi residual @ 1500 gpm SAFETY PRESSURE Availabl-e · Pressure of 92. 4 -ps-±. Exceeds--Required· -Pres-sure-of This is a safety margin of 32.6 psi or 55 % of Supply Maximum Wat-er Velocity is-17. 3-fps- 7/10/98 17:44 FLOW-· toss-- gpm psi TOTALS 3-7-s--3-s--. 6 psi 378 0.1 3-ni-0.1 378 0.1 :p.1 -13-. 3 psi 378 51. 9 psi 100 $Pm 478 0.1 478 0.1 478 7.0 150 ~pm 628 ·o .5 628 0.1 628 0.0 7.9 psi 628 59.8 psi 628 gpm 92.4 psi ======= 32.6 psi 5-9--. 8\ psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 LEGEND 7/10/98 17:44 HYD REF K FACTOR SIZE Hydraulic reference. Refer to accompanying flow diagram. Flow-factor for open-·head-or-·path· where-·F-:tow-{gpm)-= K-· x-·1 \/P Nominal size of pipe. r-IT· C TYPE-- # FITS Pt pf- Pe Pv- Pn Pdrop· Phead RDEV PIPE F-ITS· NOTES: Actual internal-d±ameter-of-· pip~. Hazen Williams pipe roughness factor Type or schedu-le--or pipe- number of fittings as follows: 9-0--9-Er deg· Ell-4--5--4-5-· deg-E-ll-'P--Te-e-LT -Long· Tu-rn-9-0-Ell SPEC -Fitting other than above or fitting with hydraulic equivalent· length s-pecified-by--manu-factufer. Total pressure (psi) at fitting . Friction-loss tps-i} to-fitting where Pf= 1 x 4.52 x {Q/C)~l.85 / ID~4.87 Pres-sure due to· change in elevation where Pe= 0.433 x change in elevation Velocity-pressure-(-:ps-i}- where Pv = 0.001123 x Q~2/ID~4 Normal pressure-(p-s-i} where Pn =Pt_; Pv Pressure· loss irr pipe· rise or drop-to-arr operr ~ad. Pressure at an open head. elevation-from branch tee to-operr heac;i. pipe length from branch tee to open head. fitting-~uivalent leng·th from-branch-t~ to-open-a_~ad. -Pressures--are-b-alaneed-te-: O·. 0-0-1 gpm-. P-r-es-su-res-a-re-listed-t9 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round pff. -Calculation& conform-.t.o NFPA 1-3-edition. _ -Velocity Pressures are not considered in these Calculations -Path #1 is-from the-most remote--head-b-a-ck to-the-wa-te1: s0u-r-c~ -Later Paths are from the next most remote head back to previously defined paths NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 REME>T-E ARE-A-· #-1 P-~E 1 FLOW # OF LENGTH PRESSURE BRANCH LINE {GPM}-P.I-P-E-· F-I-T-S--F-:SE-T-SBMMA:R--Y: 'P0-11.EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead F~TS PATH 1 FROM HYDRAULIC REFE-RE-NCE 1 TO·W (-SU-PPL Y--DRAW-ING· RRF-. ."W") HEAD 1 19.2 1-1/2" O· 0 9 -1-0-n-2.6 fps 12.2 12.2 -2" 0.20 _gpm/sq ft· 1.752" o·· 0 0" 0.010 0.1 0.5 2" K -= · ·.5 ~ 60 :t9.2 :12·0-·DF-·0--a·t:o-tt--· -Q·H--· o-.-o-·1 ·1.·8-60" HIDID z-r9-_:; r-rtz-n-0-0-a-·r-o-tt-· S-.2 fps 12·.:; r2·.:; -2" 0.20 gpm/sq ft 1.752" 0 0 0" 0.036 0.3 0.5 2" K = S.60-:rs-.s I~O-·n-F . 0-Rt·o1t -o·tt-o-·. er 11. S-60" HEAD 3 19.5 1-1/2" 4 0 11'4" 7.8 fps 12.6 12.6 -2" 0.20 gpm/sq ft 1.752" 0 0 16'0" 0.077 2.1 0.5 2" K = 5.60 58.0 120 DF 0 27'4" 0" 0.0 12.1 60" HEAD 4 21. 0 1-1/2" 0 0 8' 0" 10.6 fps 14.7 14.7 -2" 0.22 gpm/sq ft 1.752" 0 0 0" 0.136 1.1 0.5 2tl K = 5.60 79.0 120 DF 0 8 I O II 0" 0.0 14 .. 1 60" HEAIT 5· :n. g 1-r/ztt-0 0-5t-9-n-· r:r. s-fps rs-·. a-IS-. S--2" O.ZT gpm/sq ft I. 75z-rr· I 0-g·r-·o-rr 0.2I3 z-. g-o-. o· 2" ·K ·-=-·S :~:60-IOU. ff 120--DF tT-.13=·r~tr ·O"r -0-.{T 15.Z-60" REF-50-2:;.T 1-I/2'r-0 o-ro·tt--rs. T fps 18.T PATff 4-I.75z-n-I er g r-errr er. JlS-2.8 K = 5.-47 124.5 lZO ·SF· ·o--g ·r10-1r 10,r 0.4 REF Cl 3" 0 0 11'0" 4.6 fps 21. 8 3.340" 0 0 0" 0.014 0.1 124.5 120 DF 0 11'0" 0" 0.0 REF C2 124.9 3" 0 0 11'6" 9.2 fps 22.0 PATH 2 3.340" 0 0 0" 0.049 0.6 K =26.64 249.4 120 DF 0 11'6" 0" 0.0 REF C3 128.8 3" 0 0 53'2" 14.0 fps 22.6 PATH 3 3.340" 2 0 30'0" 0.106 8.8 ·K -=27 .12· .3·79. 2 120 -DF 0 83 •-2n 0" 0.0 CONTINUED 31-.4 psi NATURAL .A:LTERN-A'PI-V-E-S-I-N'PN-b Draw-ing--Bate-:-7/6-/9--8-- REMOTE AREA #1 FbOW--- (GPM) PIPE #-0-F-- FITS HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PTP&--C-TY:P-E-OTHER· P-A:TH-1 FROM-H-YDRAULIC RE-F-E-R-ENCE-1 REF C4 -112.7 3" 0 0 PATH 7 3.340" 0 0 K =-20 .·10 265 .5_ 12_0 DF Q REF Dl -40.6 3" 0 0 PATH 8 3.340" 0 0 K -=-7.2-0 22-4 .-9--:120 DF -0 REF D2 -39.3 3 II 0 0 PATH 11 3.340" 0 0 ·K =~·6 _-92 185.6 ·120 ·nF ·o REF D3 -38.6 311 0 0 PATH 12 3.340" 0 0 K =-6.76 147.0 120 DF 0 REF D4 -38.3 3 '' 0 0 PATH 13 3.340" 0 0 K =-6 ._69 108 .. _6 120 DF ,Q REF D5 -39.2 3" 0 0 PATH 14 3.340" 0 0 K -=--S ~ 83--69.·4 120 DF 0 REF D6--J:r. s-1-1/z-n-CT -0- PATH 15 1.752" 1 0 K =-5."88 35 .·6 120 SF 0 I-I/zn-4 0- 1.752" 2 0 35·_ 6"• 120 DF o· 1-1/2" 0 0 1.752" 1 0 3S.6-120 SF 0 -CONTINUED I:tE-NG'PH-- FE ET PIPE FITTINGS TOTAI::. VELOCITY LOSS PSI/FT · EtiEVATION PAGE 2 P-RB-SSBRE-B-RANeH---~ I NE SUMMARY TO HEAD Pt Pf Pe-- Pt Pv Pn- Pn E~EV Pdrop PIPE P-hea-cr ~TS TO--W-(SUP-PLY -DRAWING RE-F-. lLW-lL} C0N-'PT~ED 6 I 10-n 9.8 fps 31.4 0" 0.055 0.4 6'10" 0" 0.0 12'0" 8.3 fps 31. 8 0" 0.041 0.5 -12-1--0 II ou 0.0 12'0" 6.9 fps 32.3 0" 0.028 0.3 12-10.,, ·o"" 0.0 12'0" 5.4 fps 32.6 0" 0.019 0.2 12'0" 0" 0.0 12'0" 4.0 fps 32.8 0" 0.011 0.1 12'0" Q" 0.0 12'0" 2.6 fps 33.0 0" 0.005 0.1 121-0-H--o-n-0.0 rcrn-· 4. g-fps 33.CT 8 1 o-rr 0 .·OJ"l 0.3 s-1 lOtt -10.,, 1\0 .4 I6-S-'·zn·-4. g fps 3-Z.9 32'0" 0.031 6.2 2-0-0 t2n-011 · 0.0 10" 4.8 fps 39.2 8 I 0 11 o·. 031 0.3 8.' 10" 10" 0.4 39-.. .8-psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 REMOTE-AR-E-A-#-l:-P-~E 3 FLOW # OF LENGTH PRESSURE BRANCH LINE {SPM-}--WPE--F-FP&--F-E-E-'P --SUMMARY-T0--~EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR· PTP-R C-TYPE--OTRER· TOTAL ELEVATIC>N-Pe-· Pn-Phead· F-~TS PATH 1 FROM HYDRAULIC REFERENCE--1 TO ·-W--(SUP-PLY -DRAWING REF. "W") CONT Hf.JED REF B2 33.8 4" 0 0 12·1-0·"· 1. 5 fps·· 39.8 PATH 15 4.328" 0 0 O"· 0.001 0.0 K = 5.35 69.4 120 DF 0 12' on-0" 0.0 REF B3 39.2 4" 0 0 2 '5" 2.4 fps 39.8 PATH 14 4.328" 1 0 20'0" 0.003 0.1 K = 6.22 108.6 120 DF Q _2 2 ' 5_" 0" 0.0 REF AB 269.5 4" 3 1 124'1" 8.3 fP.S 39.9 PATH 7 4.328" 2 0 74'0" 0.030 6.0 K --=42: ~ ·6-8· 37~LZ-:12:0 -DF 0 -i-gs=t::7w -T6F-9 Jr ·,7. 3 REF W 378-.2-gpm---PATH--1 -K----60 .8-9-38 ... -6 -psi PATH 2 FROM HYDRAULIC REFERENCE 7 TO C2 HEAD 7 19.3 1-1/2" 0 0 8 I O II 2.6 fps 12.3 12.3 -2 II 0.20 gpm/sq ft 1.752" 0 0 0" 0.010 0.1 0.5 2" K = 5_. 60 19,3 120 DF Q 8' Q" 0" 0.0 11..8 60" HEAD 8 19.3 1-1/2" 0 0 8 I O II 5.2 fps 12.4 12.4 -2 II 0.20 gpm/sq ft 1.752" 0 0 0" 0.036 0.3 0.5 2" -K -= s~6o--38 .·6 · 12:0-·-DF 0 ·-a-·1-0-tt---0 JI ·O .0 1 -1.-9" 60" HEAD 9 19.6 1-1/2" 4 0 11'4" 7.8 fps 12.7 12.7 -2 II 0.20 gpm/sq ft 1.752" 0 0 16'0" 0.077 2.1 0.5 2" K = ·s.-60 58.-2 120 ·nF -o ·271 4·11 Qfl 0 .-o -12 .-2 60 II HEAD 10 21.1 1-1/2" 0 0 8' 0" 10.7 fps 14.8 14.8 -2 II 0.22 gpm/sq ft 1.752" 0 0 0" 0.137 1.1 0.6 2 II K = 5.60 79-_ 3 120 DF o· 8' 0-11 · 011 0.0 14.2 60 11 HEAD 11 21. 9 1-1/2" 0 0 5' 9" 13.6 fps 15.9 15.9 -2 II 0.23 gpm/sq ft 1.752" 1 0 8 I O II 0.215 3.0 0.6 211 K = 5.60 101.2 120 DF 0 13'9" o_11 o.o 15 ... 3 60 11 CONTINUED l.S-.-8 .psi ..... NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 R-BMO'PB-ARB-A-#-l:-~E 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GFM}--P:--I-PE-· F-I-'P&-. F-:SE-'P StJMMA-R¥ T0-~EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~~V ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PTPR C-TY-P-E-· OTHER-'ftJTAL· EtE-V-ATION Pe·· Pn Phead· F-~TS PATir Z-FRm;,r-HYDRAUiiTC-REFERENCT-T TO-~-CONTn'ffiED REF 51 23.7 1-1/211 0 0 1011 16.8 fps 18.8 PATH 5 1.75211 1 0 8 I 0 11 0.317 2.8 K = 5.47 124.9 120 SF 0 8 1 1011 10 11 0.4 REF C2 124.9 gQm PATH 2 K = 26.64 22.0 ps,i PATH 3 FROM HYDRAULIC REFERENCE 13 TO C3 ; HEAD 13 20.4 1-1/2" 0 0 8 I O II 2.7 fps 13.8 13.8 -2 II 0.21 9.pm/sq ft 1.75211 0 0 011 0.011 0.1 0.5 211 K = -s.60 ·20.-4 120 DF 0 ·9 1 0_,,. 011 ·o .-o ·13 .3 60 11 HEAD 14 20.5 1-1/2" 0 0 8 I 0 11 5-.5 fps-13.9 13.9 -2 II 0.21 9pm/sq ft 1.752 11 0 0 011 0.040 0.3 0.5 211 K = 5.60 40.9 120 DF 0 8 I 0 11 011 0.0 13.4 60 11 HEAD 15 20.7 1-1/2 11 0 0 8 I O II 8.3 fps 14.2 14.2 -2 II 0.22 gpm/sq ft 1.752 11 0 0 0" 0.086 0.7 0.5 211 K = 5,60 61. 6 120 DF 0. 8_ I 0 11 011 Q ,. 0 13 ,.7 60 11 HEAD 16 21.2 1-1/2 11 0 0 8 I O II 11.1 fps 14.9 14.9 -2 II 0.22 gpm/sq ft 1.752" 0 0 0" 0.148 1.2 0.6 2" K ·-= s~6o . 82" ~ a-··120. DF ·O . g--t-coH-on 0.-0 14.3 60" HEAD 17 22.0 1-1/2 11 0 0 5'911 14.1 fps 16.1 16.1 -2 II 0.23 gpm/sq ft 1.752" 1 0 8 I 0 11 0.229 3.2 0.6 211 K = ·s.60 104."8 120 DF 0 13'9" 011 0.0 15.5 60" REY 57 2"4.0 1-rtz•t o·· o-10»--17.3. fps I9·. 2" PATH 6 1.752 11 1 0 8 I 0 11 0.336 3.0 K = 5.47 128.8 120 SF 0 8'10 11 10" 0.4 REF C3 128.8 g2m PATH 3 K = 27.12 22.6 psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 REMOTE AREA #1 PAqE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM-} P-I-PE-F-IT& FEET· SUMMARY TO Ii;EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn EL~V ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K-FACTOR-PI-PE--C TY-PE-0-':D-HER TO!J'.'AL-E-LE-VATlON--Pe-Pn-PheaG-F~TS PATH-4 · F-ROM-HYBRAULIC RE.PE-R-E-NeE-6-T9 50 HE.A.ff 6 . 2·:r. T r-r/-z-»-er o-2 -,·-:,tt-· :,. 2 · fps rs-.s-rs-.s -2" 0.25 _gpm/sq ft 1.752" 1 0 8 I O II 0.015 0.1 0.7 2" K = ·S.60 23.7 120 ·DF -o 10.., 3 tt -011 0.0 1.7.8 60" REF 50 23.7 9pm PATH 4 K = 5.47 18.7 psi PATH 5 FROM HYDRAULIC REFERENCE 12 TO 51 HEAD 12 23.7 1-1/2" 0 0 2 1 3 " 3.2 fps 18.7 18.7 -2" 0.25 gpm/sq ft 1.752" 1 0 8 ' 0 " o.ois 0.2 0.7 2" K ·-= ·5 • .-60 23".7 :12-0 DF ·0-:1Q·t-.3 -n-o·»--o-. o-1-s-. -o-60" REF 51 23. 7· gpm---PA-TH--5--·K ··-5-A? Hk-8 psi PATH 6 FROM HYDRAULIC REFERENCE 18 TO 52 HEAD 18 24.0 1-1/2" 0 0 2 '3" 3.2 fps 19.1 19.1 -2" 0.25 gpm/sg ft 1.752" 1 0 8' 0" 0.015 0.2 0.7 211 K = 5.60 24.0 120 DF 0 10'311 011 0.0 18 .. 4 60 11 REF 52 24. .. 0 .gpm .PATH 6--K ---· 5-~4-7 1~.2 psi PATH 7 FROM HYDRAULIC REFERENCE C4 TO AB REF C4 112.7 3 II 3 0 18 1 6 11 '4 .2 fps· 31.4 PATif I ~.34orr er a 21 r-orr O.OII 0.4 K =20.10 112.7 120 DF 0 39' 6" 10 11 0.4 REF cs -41.7 3" 0 0 11'6 11 2.6 fps 32.2 PATH 9 3.340" 0 0 0" 0.005 0.1 K =-7.35 70.9 120 DF 0 11 1 6 11 011 0.0 REF C-6 -3S.4 r-1/z't a a r ·r-g ·n-4. a-fps 32.3 PATH 10 1.752" 1 0 8 I O II 0.031 0.3 ·K --=~6 . .Z4 ·35 .5 ·120 SF 0 9 t-.gn -lt-8U -0.7 CONTINUED 3 ·1.8 psi .I> NA-'PBRA-L A-I:.'P-ElRNA-'P:fV-E-S-:fNPNlr Braw-i-ng-Ba-te-:-7-/6/-9-8--7/ 1-0/--9-8--1--7-: ~4 REMOTE AREA #1 FLOW-- (GPM) PIPE #-0-F·- FITS HYD REF OUTLET SIZE 90 45 ' ID T LT K · FACTOR PTPE--C-TYP-E-· OTHER I:.RNSTH-- FEET PIPE FITTINGS TOTAI:i VELOCITY LOSS PSI/FT Et.EV-AT-ION PAGE 6 PR-RSSBRR--BRANeH-· ~INE SUMMARY TO HEAD Pt Pf Pe Pt Pv Prr Pn EI-iEV Pdrop PIPE Phead··F--~TS PATH-7 F-R0M---H-YDRAHLIC RE-F-ER-E-NeE C4-TO--AS--~ON!I'I-NUED 1-I/zn---IZ -CT 1.752" 2 0 35. 5-120·· DF--0- 1-1/2" 0 1. 7'52·11· -35-.5-·12-0" -SF-: REF A2 35.4 4" 4.328" 120 DF PATH 10 K = 5.67 ·70_-9 REF A3 PATH 9 41.7 4" K = 6.68 4.328" 112.7 120 DF REF A4 PATH 8 40--. 6 4rr- K = 6.50 4. 328" 153.3 120 DF REF A5 39'. 3· PATH 11 K ·-= -~. 2-9 192 .·€ REF A6 38.6 PATH 12 K =·6.16 ·23·1.2 REF A7 38.3 PATH 13 K = 6.11 269.5 4rr- 4 .328" 12-0 DF 4" 4.328" 12-0--nF 4" 4.328" 120 DF 0 0 0 0 ··o 0 0 o· o 0 o-er 0 0 0 0 0 0 0 o- 0 0 0 0 o- 0 0 1 0 0 I48""'""O-" 4. -g-rps 64'Q·H· 0.031 212-~o~ o-~ 10" 4.8 fps s-t-o-tt-o-. o31 s·1·-10-n--10 tr-- 11'6" 0" l1' 6-11 12'0" 0-11 - 12-tott rz-r---o-.,.. 0" 12'0" -12 t-Q·lt·· 12'0" 0" 12~-o-1'"-- 9 I 7" 20'0" 29'7" 1.6 fps 0.001 ·011 2.5 fps 0.003 011· 3"".4 fps 0.006 0" 4.2" fps 0.009- ·Qit · 5.1 fps 0.012 0"''' 5.9 fps 0.0i6 0" REF AB 269.5 gpm PATH 7 K = 42.68 3T. 8"" 6.6 0.0 38.4 0.3 0.4 39.0 0.0 0.0 39.0 0.0 ·0.0 3""~T. T 0.1 0.0 39.3 0.1 0.0 39.4 0.5 0.0 39._9 psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 REMOTE-.ARRA #-1:-~A~E 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM)-P-I.PE-FITS-FEE-T SUMMARY TO :tlEAD HYD REF OUTLET SIZE 90 45 I PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FAC'I'OR-P.I-P.E-Q 'I'Y.PE 0-'I'HER-'I'-0-TAL---EL-EVATI-ON--Pe-Pn--Phead F~_TS P-ATH a-FRe>M·RYDR.AttL:te-RE-FE-RENeE-·:Dl: ~ A4 REF.DT 4Cr.6·· I-I/2't-o-o-ro-tt-· 5 -_ 5 · fps 3T. S- PATif I I. 757rr r 0-g-r o-rr 0-. 0-40-0.4 K = 7.2a 40-.6" 1W SY er s-~ro-w -raw-, o. 4 I-I/Z-»-a· a·· rs o-t·stt-5. 5· fps-3"1.8"" 1.752" 2 0 16'0" 0.040 6.6 40.6 120 DF 0 166'6" 0" 0.0 1-r/zn-o-er ro-rr· s-. s-rps 3-g-.4 1.752tt· 1 0 8 •-on-0.040 0.4 40.6 120 SF-0 a··t·1o·tt· 10" 0.4 REF A4 -40, ... 6-.gpm . .PA'I'H-.8 : .K .. --.6-... 5-0 3-9,. l .psi PATH 9 FROM HYDRAULIC REFERENCE cs TO A3 REFC5 4·1. 7 I-I/ztt er O' . r r-gn-5. 5-fps 32".2 PATH 7 1. 752" 1 o-s ·t-(')·U· 0.042 0.4 K = 7.35 41. 7 120 SF 0 9 I 8 11 -1'8" ,. 0. 7 1-1/ztt 0-0-r:,s-t-o-»-5. 6" fps J-I. ~ 1.752" 2 0 16'0" 0.042 6.4 4:1·. 7" 120 DF 0 154 t·o ·H·· 0" 0.0 I-I/2n-o· 0-ro•r-5.6 fps 3-g. 3 1.752" 1 0 a·•·o·H-o-·. 042" 0.4 41.7 ·120 -S-F -0 8 1 1011 10" 0.4 --41. 7= gpm- PATH 10 FROM HYDRAULIC REFERENCE C6 TO A2 REF C-6. 35·_ 4 3-rr o· o-· II t·on· 1.3-fps 32-.3 PATif T 3.340-fr-CT er 0-" 0-.001 0.0 K = 6 .24 35.4 120 DF a 11 1 arr 0" 0.0 CONTINUED ..3Z.3 -!)Si NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 RBM0-'I'E-AR-EA-#--1: PAQE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (.&PM-}-. P-I-P-E-F-I-TS-P.EE-'P . SUMMARY-'PO-·-~EAD HYD REF OUTLET SIZE 90 45 ' PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE-· C-TY-PR OTHER· TOT-lt:t. ELE-VkTION Pe-Prr Phead-F-~TS PATH 10 FROM HYDRAULIC REFERENCE· C6 TO· A2· CONTHf.UED REF C7 1-1/2" 0 0 1 I 8 If 4. 8 fps· 32.3 1. 7-SZ"· 1 0 8 I Q·tl-0.031 0.3 35·_4 120· gp-0 9·1-g·n· -1 r-a-·n-· '\"'0.7 1-1/2" 12 0 148'0" 4.8 fps 31.9 1.. 752t1· 2 0 64 t·on· 0.031 6.5 35.4 120 DF. o-2T2'·orr·· _orr-0.0 I-I/2-rr-0-0 ron · 4·.a-fps 3"EL4 1.752" 1 0 8' 0" 0.031 0.3 .35~4-·-120· SF -0 . g-1· 1·on·· lOt, .. 0.4 REF Al 4" 0 0 11'0" 0.8 fps·· 39.0 4·. 3 2·s ·n· o-o-0" o-. 000 0.0 35.-4-120 .DF 0 11·1 n11 011 0.0 REF A2 35.4 gpm PATH 10 K = 5.67 39.0 psi PATH 11 FROM HYDRAULIC REFERENCE D2 TO AS REF D2 39.3 1-1/2" 0 0 10" 5.3 fps 32.3 PATH 1 1.752" 1 0 8' 0" 0.037 0.3 · ·K -= -·-6.·9-2 ·3-9-_ 3"· 120 S·F -0 ··8 f-l()·II---10" r0.4 I-1/2·rr-0 o· 150-1·6rr-s-.:r fps 3"2.2 1.752" 2 0 16'0" 0.037 6.2 39 ·.3· 120 DF 0 166 t6-ft--·011 0.0 1-1/2" 0 0 10" 5. 3· fps 38.5 1. 7-S2·t1 · 1 0 g1 -0H·· 0-.0-37 0.3 39. 3· i-zo· SF o· a-t·ro·n-10" 0.4 REF AS 39.3 gpm PATH 11 K = 6,. 29 39.2 psi NATURAL ALTERNATIVES INTNL Drawing Date:7/6/98 7/10/98 17:44 REMOTE-ARE:A #1 .-· P-A~E 9 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM}· P-IPEl-· FITS-P.EET-· SUMMARY TO ~EAD HYD REF OUTLET SIZE 90 45 ' PIPE VELOCITY Pt Pt Pn E11EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR P.~PE-C TY:PE-0-THER TG-~AL-ELE--VA~LON-Pe P-n--P-head--F~TS P-ATH 12-FROM HYDRAUI:.IC RE-FERENCE D3-T(? A6 REF D3 38.6 1-1/2" 0 0 10 11 s-. 2 fps 32.6 PATH 1 1.752" 1 0 8 I Q II 0. 03"6 0.3 I\ = o.Tf> '.58".o TZ-0-·sF· 0---S--,.-I~ -ro-n-· -0.4 1-1·/z-tt· er er 15ert·6-»--S-.2 fps 3-:2--.0 1.752" 2 0 16'0 11 0.036 6.0 38-.6 120-DF .. 0 166t6ft 011 0.0 1-1/2 11 0 0 10 II 5.2 fps 38,. 6 1.75211 1 0 8 I 0 11 0.036 0.3 38·. 6 12·0 sp-o·-ar·ro»--10 ti· 0.4 REF A6 3-8 .• ~6 .gpm .FATH -1.2 K -= :-6-.• l6. 3-9-.• 3 .psi PATH 13 FROM HYDRAULIC REFERENCE D4 TO A7 REF rr4 3-s--.:r I-I/2-n-er er· Io-n-s-·. 2--fps 3-z-. g - PATirT I.75--zrr· I a-g-r-·o-n-o.03·o ,0.3 K = 6. 6g JS-. T 12CY SF er ffTiffJT -10-rr-T0.4 1-1/211 0 0 150'6" 5.2 fps 32.8 1.752" 2 0 16'0" 0.036 5.9 38.3 120 DF 0 16_6 1·6tt 0" 0.0 I-1/211· 0 0 ro·rr 5.2 fps 38.T 1.752 11 1 0 a-•·o·"· o·.o36 0.3 . ·3-8 .-3 120 SF -0--a-, ion· 1:0»-0.4 REF A7 -3-8 . -3 gpm -PAT--H -1-3---K .-= ~ .11--3-9'.4 psi PATH 14 FROM HYDRAULIC REFERENCE D5 TO B3 REF D5 39.2 1-1/2" 0 0 10" 5.3 fps· 33·. 0 PATH 1 1.752" 1-0 8 IO tt 0.037 0.3 K = 6.83 39.2 120 SF Q s -•·10·"--1.·o It . ;,-0.4 CONTINUED 3-2 ... 9 -.psi . • NA'PUR:AL ALTERNATIVE-&· HITN-L B-raw-ing· E>-ate-:-7-f&f 9-& 7-/-1:0/9--&· 1-7-:-·44 REMOTE AREA #1 FLOW (GPM) PIPE tr· OF-- FITS HYD REF OUTLET SIZE 9-0-45·· ID T LT K FACTOR PTPR-C-TY-PE-· OTHER LENGTit FEET P-IPE- FITTINGS TOTAL VELOCITY-· LOSS PSI/FT . E-!:iE-VAT-ION · PAGE 10 PRESStJR~-BRANCH-4INE SUMMARY TO HEAD Pt Pf Pe- Pt Pv Pn···· Pn E~EV Pdrop PIPE Phead-F~TS PATH 14 FROM HYDRAULIC REFERENCE ·D5 TO B3 CONTHfUED 1-1/2-n 0 0 150-J.6"-5·.s· fp-s-3-2 .9 1. 7-S2 11· 2 0 16 t-on-0.037 6.2 39·.2-120 DF·· o· 1'66-t6·tt-0" 0.0 1-1/2" 0 0 10" 5.3 fps 39.1 1.752" 1 0 8 1 o ··II·· 0.037 0.3 3_9 ._2 120 SF 0 8 I 1011 · 10-n· 0.4 REF B3 -3.9 .. ....2 .. gpm .PATH .14;.K -= ·.6 ... 22 .. ~R.:8 .psi PATH 15 FROM HYDRAULIC REFERENCE D6 TO B2 REF D6 33.8 3" O· 0 12 .. 0" 1. 2 fps·· 33.0 PATH 1 3.340" 0 0 on-0.001 0.0 K = 5.88 33.8 120 DF 0 12 I o·lt· 0" 0.0 REF D7 1-1/2" 0 0 10" 4.5 fps 33.0 1. 752·11 ·. 1 0 8 1 0tt 0.028 0.2 33.H 1_2·0 SF· Q·· 8 t·to·n -10" .,. 0. 4 1-1/2" 4 0 190'2" 4.5 fps 32.9 1.752" z 0 32 I Q·U-0.028 6.3 ]:3· .·8· 120· -np-· o· 222··1• z-n-0-" 0.0 1-1/2" 0 0 10" 4.5 fps 39.2 1.752" 1 0 8 1 0n 0.028 0.2 33 .a· 120 SF 0 s ·,.10.,,. ·1011 0.4 REF Bl 411 0 0 12' OH-0·. 7 fps· 39.8 4 .328"' 0 0 O"· 0.000 0.0 33·_ 8. 120 DF·· 0 12·t·o·n · 0" 0.0 REF B2 33 .. 8 g2m PATH 15 K = 5.35 39.8 psi ' NAI-ROOF SYSTEM Drawing Date:6/1/98 HYDRAULIC DESIGN INFORMATION SH~ET Job Name: NAI-ROOF SYSTEM Location: SYSTEM #1 .45/2000 7/ 9/98 19: 2 Drawing· Date:-6/1/9-8- Contractor: Remote· Area Numbe-~ : 2 Telephone: Designer: Calculated By:SprinkCALC CSC Systems· & De-s-ign Construction: Reviewing Authorities: SYSTEM DESIGN Code:NFPA 13~ .1996 Haza-rd:EXTRA Occupancy: Sys.t-e~ Type :WET Area of Sprinkler Operation 2000 sq ft Sprinkler or Nozzle Density (gpm/sq. ft). 0..45 ; Make.: , Model.:.ELO-2~1 A-re-a per Sprinkler 9-6. sq ft . S-ize:3/4" X-Factor:11.40 Hose-Allowance Ins-ide 100 gpm-Temperature-Rating:286 Hose Allowance Outside-400 gpm- CALCULATION SUMMARY gpm Required: 1473.7 psi Required: 72.4@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pre-s-sure- Residual Pres At a Flow of Elevation Test 06-17--98 96.0 psi 78.0-psi 1500 gpm ou Pump Data Rated Capacity O gpm Rated Pres-sure O. O _ps-i Elevation 0- -Make-: Model: Location: 5759 FLEET ST. Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 2550 Gallons Notes: Tank or Reservoir Capacity o gal Elevation O Well Proof Flow 0-_gpm .. NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 HYDRAULIC CALCULATION DET~ILS HYDRAULIC F-L0W LOSS--. QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr •Ref W-Required at Hyd Area 2 9-74 4·6. 7 psi 1 Pipe 6" 10x21 j 14' 120 6.357 974 0.4 1 Pipe--6-11 10-x2-1 3-0·' 12-0-6--. 3-57 9-7-4· 0.8 1 6" Grvd Butterfly Valve csc "BFV" -10 I 120 6.000 974 0.4 Elevation Change 301<2-11. ~3.1 Total Loss for THRU RISER 14 i-6 Hydr Ref Rl Required at BOR 974 61.3 Fixed Flow INSIDE HOSE 100 gpm 1 Pipe 8" Dix18 40' 140 8.390 1074 0.2 1 Pipe 8" Dix20 DI EQFT. 4E,T 107' 140 8.390 1074 0.7 1 8" Flngd Back Flow Valve CHART LOSS 1074 7.0 Fixed Flow OUTSIDE HOSE 400 g~m 1-Pipe. 8 11 PVx2_0 CLASS 150 PVC 190' 150 7.921 1474 2.5 l _ Pipe . 8._" D.Ix20 DI EQFT_._ 2EE,_T 53' 140 8.390 1474 0.6 l 8." Flng_d Gate Valve CSC 11 122u•1 4' 120 8.000 1474 0.1 Total· Loss· for·THRU UNDERGROUND 11.0 Hydr Ref R2 Required at CITY CONNECTION 1474 72.4 Water Source 96.0 psi static, 78.0 psi residual@ 1500 gpm 1474 gpm 78.6 ======= SAFETY PRESSURE Available Pressure of 78.6-psi Exeeeds-Required Pres-sure of 72.4 psi This is a safety margin of 6.2 psi or 9 % of Supply Maximum Water Velocity is 21.4 fps 6.2 psi psi psi psi psi psi NAI-ROOF SYSTEM Drawing Date:6/1/98 LE-GEND 7/ 9/98 19: 2 HYD REF K FACTOR SIZE Hydraulic reference. Refer to accompanying flow diagram. Flow-factor-f-or· open head-or· path where·· Flow-(gpm} = K x-\ \/P Nominal size of pipe. IB-· C T-YP-E· # FITS Pt Pf Pe Pv Prr Pdrop- Phead ELEV PIPE FITS NOTES: Actual inte-rnal d-iametle-r of pipe-- Hazen Williams pipe roughness factor Type-or schedule of p-ipe number of fittings as follows: 9-0--90 deg Ell 45 -45-deg Ell T --Tee-L'I' -Long 'I'urn 90 Ell SPEC -Fitting other than above or fitting with hydraulic equivalent length specified by-manufactu:i;er. Total pressure (psi) at fitting F-riction loss-(ps-i) to fitting where Pf= 1 x 4.52 x (Q/C)Al.85 / ID~4.87 Pressure due to change in elevation where Pe= 0.433 x change in elevation Velocity pressure {psi} where Pv = 0.001123 x Q~2/ID~4 Normal pressure (psi) where Pn =Pt_; Pv Pressure loss-in pipe rise-or drop to-an open h~ad. Pressure at an open head. elevation f·rom branch tee to-open hea<J.. pipe length from branch tee to open head. fitting equivalent. length from ·branch tee-to open hyad. -Pres-sures are-balanced to· O. 001 gpm. P-re-ssure-s-are listed t? 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NFPA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source, -Later Paths are from the next most remote head back to previously defined paths • NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMOTE-AREA #2 PAqE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE {GPM} PIPE FITS FEET SUMMARY TO :fiEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYP-E-0THE-R TO-TA-L ELEVATION· Pe-Pn Phead-Fl,TS PATH l FROM HYDRAULIC REFERENCE-5-4 TOW (SUPPLY -DRAWING RE-F. 11w11) HEAD 54 43.2 211 0 0 8 I O II 2.6 fps 16.6 16.6 -1" 0.45 _gpm/sq ft 2. 22 7 II 0 0 0" 0.008 0.1 2.3 1" K =11.40 31.4 120 DF 0 ·a I 0" 0" 0.0 14.4 60" HEAD 53 43.3 211 0 0 8 I O II 6.2 fps 16.7 16.7 -1" 0.45 gpm/sq ft 2 .227" 0 0 011 0.038 0.3 2.3 111 K =11.40 74.7 120 DF 0 8 I O II 0" 0.0 14.4 60" HEAD 52 43.7 211 0 0 8 1 0" 9.8 fps 17.0 17.0 -1" 0.46 gpm/sq ft 2. 227 11 0 0 0" 0.089 0.7 2.3 l" K :;:ll.40 118.3 120 DF o-s•-o·"-on· o·.o-14.7 60" HEAD 51 44.6 2" 0 0 14'0" 13.6 fps 17.7 17.7 -1" 0.46 gpm/sq ft 2.227" 1 0 10 1 0 11 0.161 3.9 2.4 1" K =11.40 162.9 120 DF 0 ·24 '0" 011 0.0 15.3 60 II 211 0 0 10 II 13.6 fps 21.6 2.227" 1 0 10'0" 0.161 1.7 162. g-120 -sF o-i-o· r-1o-11-1:0-n-· 0.4 REF I3 312.7 4" 0 0 12 1 0 11 10.5 fps 23.7 PATH 3 4.328 11 0 0 011 0.046 0.6 K =64.22 475.6 120 DF 0 12 1 0 11 0" 0.0 REF 14 -32.6 4" 0 0 12'0 11 9.8 fps 24.3 PATH 8 4.328 11 0 0 011 0.040 0.5 K ==-6.62 443.0 120 DF 0 12 1 .0 11 0" 0.0 REF 15 -78.2 4" 0 0 12 1 0 11 8.0 fps 24.7 PATH 9 4.328 11 0 0 011 0.028 0.3 K =-15.72 364.8 120 DF 0 12'0" 0" 0.0 REF I6 -73.0 4" 0 0 12 1 0 11 6.4 fps 25.1 PATH 10 4.328 11 0 0 0" 0.019 0.2 K =-14.58 291.8 120 DF 0 12 1 0 11 0" 0.0 CONTINUED 25.3 psi • NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMO-TE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM} P-IPE PITS F-E·:ST . S-UMMAR-Y 'l'O-1'EAD I HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 54 TOW (SUPPLY -DRAWING REF. "W") CONTI:mJED REF I7 -69.8 4" 0 0 12'0" 4.9 fps 25.3 PATH ll 4.328" 0 0 011 0.011 0.1 K ·=-13.88 ·221.9 . 120 ·DF -0 12'0" 0" 0.0 REF IS -67.8 4" 0 0 12'0" 3.4 fps 25.4 PATH 12 4.328" 0 0 0" 0.006 0.1 K =-13.45 154.1 120 DF 0 12 1· 011 011 0.0 REF I9 -66.4 4" 0 0 6 I 0 11 1.9 fps 25.5 PATH 13 4.328" 0 0 0" 0.002 0.0 K =-13.15 87.7 120 DF 0 6 I 0 II 0" 0.0 REF Il0 -41. 3 2" 0 0 10" 3.9 fps 25.5 PATH 14 2.227" 1 0 10'0" 0.016 0.2 K =-8_.17 46.4 120 SF 0 10'1011 -10" _,. 0. 4 2" 2 0 100'1" 3.9 fps 25.3 2.227" 2 0 30'0" 0.016 2.1 46.4 120 DF 0 130'1" 7" 0.3 REF 80 41. 3 2" 1 0 59'5" 7.3 fps 27.6 PATH 14 2.227" 1 0 15'0 11 0.051 3.8 K = 7~85 87.7 120 DF 0 74r-51t · _,11 · "T"o. 3 2 II 0 0 10" 7.3 fps 31.2 2.227" 1 0 10'0" 0.051 0.6 87.T 120· SF· 0 1·0·1·ro·n ro·n·-0.4 REF Gl 4" 0 0 12'0" 1. 9 fps 32.1 4. 32·s ·rr· o-0 0 II· o·.O02 0.0 8T.T 12-0-DF-o· 12·r--o-n · 0"" 0.0 REF G2 66.4 4" 0 0 12'0" 3.4 fps 32.1 PATH 13 4.328" 0 0 011 0.006 0.1 K =11.72 154.1 120 DF 0 12'0" 0" 0.0 CONTINUED 32.2 psi • • NAI-ROOF &YS-TEM-D-rawing Dat~:&/lf~S 7/ 9/9-8· 19-:·· 2 - REMOTE AREA #2 PAGE 3 FLOW-# OF LENGTH-PRESSUR-E BRANCH-~INE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead· F~TS PATH 1 FROM-HYDRAULIC REFERENCE 54 TOW ~SUPPLY: -DRAWING REF. "W"} CON'I'Hf.JED REF G3 67.8 4" 0 0 12'0" 4.9 fps 32.2 PATH i2 4.328" 0 0 0" 0.011 0.1 K =11.96 221.9 120 DF 0 12'0" 0" 0.0 REF G4 69.8 4" 0 0 12'0" 6.4 fps 32.3 PATH 11 4.328" 0 0 0" 0.019 0.2 K ·=12.28 291.8 120 DF 0 12'0" 0-11 0.0 REF GS 73.0 411 0 0 8 I 0 11 8.0 fps 32.6 PATH 10 4.328 11 0 0 0" 0.028 0.2 K =12.80 364.8 120 DF -o 8 1 011 011 0.0 REF G6 78.2 4 II 0 0 4 I 0 11 9.8 fps 32.8 PATH 9 4.328 11 0 0 0" 0.040 0.2 K =13.66 443.0 120 DF 0 4 I 0 11 0" 0.0 REF G7 84.8 4" 0 0 l' 9" 11. 6 fps 32.9 PATH 7 4.328" 1 0 20'0" 0.056 1.2 K =1_4. 77 527.8 120 DF 0 21'9" 0" 0.0 REF GB 445.9 4" 2 0 52'7" 21.4 fps 34.2 PATH 2 4.328" 0 0 20'0" 0.173 :p.6 K =76.30· -973. 7 120 DF -0 72'7" . 0" 0.0 REF W 973.7 gpm -PATH -1 K = -142-A4 -4-6. 7 -psi PATH 2 FROM HYDRAULIC REFERENCE 54 TO GB HEAD 54 43.2 2" 0 0 8 I O II 1.0 fps 16.6 16.6 -1 II 0.45 gpm/sq ft 2.227 11 0 0 011 0.001 0.0 2.3 1 II K =11.40 11.8 120 DF 0 8 I 0 11 0" 0.0 14.4 60 II HEAD 55 43.2 2" 0 0 8'0" 4.6 fps 16.7 16.7 -1 II 0.45 gpm/sq ft 2.227" 0 0 0" 0.022 0.2 2.3 111 K =11.40 ·55. 0 120 DF 0 -8 I 0 11 0" 0.0 14.4 60 11 CONTINUED 16.8 psi I, NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMOTE AREA #2 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM} PIPE· F-ITS-F-E-ET SUMMARY TO HEAD I HYD REF OUTLET SIZE 90 45 ' PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PTPE C-TYPE-OTHER TOT-AL ELEVATION Pe· Pn· Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 5-4-TO-G8-CONTINUED HEAD 56 43.4 2" 0 0 8 I 0 11 8.2 fps 16.8 16.8 -1" 0.45 gpm/sq ft 2.227" 0 0 0" 0.064 0.5 2.3 1" K =l_l. 40 98.5 120 DF 0 8 I 011 · 0" 0.0 14.5 60 II HEAD 57 44.1 2" 6 0 70'0" 11. 9 fps 17.3 17.3 -1" 0.46 gpm/sq ft 2.227" 1 0 40'0" 0.126 13.9 2.4 1" K =11.40 142.6 120 DF 0 ·110 I 0 11 0" 0.0 15.0 60" 2" 0 0 10" 11. 9 fps 31.-2 2.227" 1 0 10 I o·tt· 0.126 1.4 142.·6' I20 SF· ·o ro·r-ro-·w -io-n··· ·. 0 .4 REF H3 303.3 4" 0 0 10'3" 9.8 fps 32.9 PATH 4 4.328" 1 0 20'0" 0.041 1.2 K =52.87 445.9 120 DF 0 30'3" 0" 0.0 REF G8 445.9 gpm :P-ATH 2-K = 7·6 .30 34.2 psi PATH 3 FROM HYDRAULIC REFERENCE 61 TO I3 HEAD 61 43.5 2" 0 0 8' 0" 2.1 fps 16.9 16.9 -1" 0.45 gpm/sq ft· 2.227" 0 0 0" 0.005 0.0 2.3 l" K =11.40 ·25 .3 120 DF -o 8 f 0·11 0" 0.0 14.6 60" HEAD 60 43.5 2" 0 0 8' 0" 5.7 fps 16.9 16.9 -1" 0.45 gpm/sq ft 2.227" 0 0 0" 0.033 0.3 2.3 1" K =11.40 68.8 120 DF 0 8 I 0 11 0" 0.0 14.6 60" HEAD 59 43.9 2" 0 0 8 I 0" 9.4 fps 17.2 17.2 -1" 0.46 gpm/sq ft 2.227" 0 0 0" 0.082 0.7 2.3 1" K ::;:ll. 40 112.7 120 DF 0 8 I O II 0" 0.0 14.8 60" HEAD 58 44.7 2" 0 0 14'0" 13.1 fps 17.8 17.8 -1" 0.47 gpm/sq ft 2.227" 1 0 10'0" 0.151 3.6 2.4 l" K =11.40 157.4 120 DF 0 24'0" 0" 0.0 15.4 60" CONTINUED 2-1 .4 psi NAI-ROOF SYSTEM REMOTE AREA #2 FLOW ~GPM}· HYD REF OUTLET K FACTOR PIPR PIPE- SIZE ID C TYPE Drawing Date:6/1/98 # OF F·ITS · 90 45 T LT OTHER LENGTH FE-ET PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION· 7/ 9/98 19: 2 PAGE 5 PRESSURE BRANCH LINE SUMMARY TO ItEAD Pt Pf Pe Pt PV Pn Pn ELEV Pdrop PIPE Phead· F-ITS PATH 3 FROM HYDRAULIC REFERENCE 61 TO I3 CONTINUED REF I2 PATH 5 K =32.06 REF I3 157.4 211 2.227 11 120 s~- 155.2 4 11 4.328 11 312.7 120 DF 312.7 gpm 0 0 1 0 0 0 0 0 0 0 10 11 13.1 fps 10'0" 0.151 1·0·-r-1 o·"-10·11· · 12'0" 011 12'0" 6.9 fps 0.021 ou PATH 3; K ~ 64.22 PATH 4 FROM HYDRAULIC REFERENCE 61 TO H3 HEAD 61 43.5 0.45 gpm/sq ft K =11-40 18.2 HEAD 62 43.5 0.45 gpm/sq ft K=ll.40 61.7 HE.AD 63 43. S- 0. 46 gpm/sq ft K =11 .-40 105. 5 HEAD 64 44.5 0.46 gpm/sq ft K =11.40 150.1 lS-0.r REF H2 153.3 PATH 6 K =26.81 303.3 211 2.227 11 120 DF 2" 2.227" 120 DF 2rr- 2 .22711 120 DF 211 2.227 11 120 DF 2" 2.227" 12-0-gp·· 411 4.328 11 120 -DF REF H3 303.3 gpm 0 0 0 0 0 0 0 0 a a 0 a o 0 0 0 4 0 1 0 0 0 1 0 o· 0 o- 0 0 0 8 I Q II 011 8 I O II 8 I Q II arr 8' 0" 8 ro·lf· 011 -ai ·off 64'1111 30'011 94'1111 1.5 fps 0.003 011 5.1 fps 0.027 0" S-. 8 fps 0.072 011 12.5 fps 0.138 0" 10 11 12.5 fps 10 1 0 11 · 0.138 10-r· 10 It ro·rr·· 12 I Q·lt- QII ·12 '0" 6.7 fps · 0.020 0" PATH -4 K ~ 52.87 21.4 1. 6 0.4 23.4 0.3 0.0 23.7 -ps-i 16.9 0.0 0.0 16.9 0.2 0.0 IT.I 0.6 0.0 17.7 13.1 0.0 30.8 1.5 0.4 3-2.7 0.2 0.0 32.9 psi 16.9 2.3 14.6 16.9 2.3 14.6 17.1 2.3 14.8 17.7 2.4 15.3 .... 111 1" 60" .... 111 1" 60" -1" 1" · 60" -1" 1" 60" NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMOTE AREA #2 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE {GPM} PIPE F-I'PS·-F-EE!T -SUMMARY TO JiEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn EL;EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE-C TYPE" OTHER TOT-AL ELEVATION P-e Pn Phead F]~TS PATH 5 FROM HYDRAUhIC REFE~ENCE 6-8-TQ 12 HEAD 68 43.6 211 0 0 8' 0" 1. 9 fps 17.0 17.0 -111 O .45 _gpm/ sq ft 2.227" 0 0 '0" 0.004 0.0 2.3 1" K =11. 40 22.8 120 DF 0 8 ,-o·tt-011 --o·. o 14.7 60" HEAD 67 43.7 2" 0 0 8 t O II 5.5 fps 17.0 17.0 -1" 0.45 gpm/sq ft 2.227" 0 0 0" 0.031 0.2 2.3 1" K =11.40 66.5 12-0 DF 0 8'0" 0" 0.0 14., 60" HEAD 66 44.0 2" 0 0 8' 0" 9.2 fps 1:7.2 17.2 -1" 0.46 gpm/sq ft 2.227" 0 0 0" 0.079 0.6 2.4 1" K =11.40 ·110 .4 120 DF -o 8'011 011 0.0 ·14 .9 60" HEAD 65 44.8 2" 0 0 14'0" 12.9 fps 17.9 17.9 -1" 0.47 gpm/sq ft 2.227" 1 0 10'0" 0.147 3.5 2.4 1" K =11.40 155.2 120 DF 0 24'0" 0" 0.0 15.4 60" 2" 0 0 10" 12.9 fps 21.4 2. 227" 1 0 10'0" 0.147 1.6 155.2 120 SF 0 10'10 11 10" 0.4 REF Il 4" 0 0 12'0" 3.4 fps 23.4 4.328 11 0 0 0" 0.006 0.1 155.2 ·120 DF -0 ·12 r·o-,,-011 0.0 REF 12 155.2 gpm PATH 5 K --= 32.-06 23-r·4 -psi PATH 6 FROM HYDRAULIC REFERENCE 68 TO H2 HEAD 68 43.6 2" 0 0 8 I O II 1. 7 fps 17.0 17.0 -1" 0.45 gpm/sq ft 2.227" 0 0 011 0.004 0.0 2.3 1" K =11.40 20.9 120 DF 0 8' 0 11 011 0.0 14.7 60" HEAD 69 43.7 211 0 0 8 I O II 5.4 fps 17.0 17.0 -1" 0.45 gpm/sq ft 2.227 11 0 0 011 0.029 0.2 2.3 1" K =11.40 -64 .5 120 DF 0 ·8 '·0" 0" ·O .-0 ·14. 7 60" CONTINUED 17.2 psi . NAI-ROOF-SY&TEM D-raw-ing Dat e-:--6/ l: / 9-& 7/ 9-/9-& 19-: 2- REMOTE AREA #2 PAGE 7 FLOW #-: OF· LENGTH PRESSURE BRANCH-~INE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PTPK VELOCITY-Pt pt Ph ErtEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PI°PE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 6-B-TO-H2-CONTINUED HEAD 70 44.0 2" 0 0 8 I O II 9.0 fps 17.2 17.2 -1" 0.46 _gpm/sq_ ft 2.227" 0 0 0" 0.076 0.6 2.4 1" K =ll.40 108 .. 5 120 DF 0 8 I 0 11 0" 0.0 1.4. 9 60" HEAD 71 44.7 2" 4 0 59'3" 12.7 fps 17.8 17.8 -1" 0.47 gpm/sq ft 2.227" 1 0 30'0" 0.144 12.9 2.4 1" K =11.40 153.3 120 DF 0 89'3" 0" 0.0 15.4 60" 2" 0 0 10" 12.7 fps 30 .,7 2.227" 1 0 10'0" 0~144 1. 6 153.3 120-sF ·o 10'10" 1011 0.4 REF Hl 4" 0 0 12'0" 3.4 fps 32.6 4.328" 0 0 0" 0.006 0.1 153 _3-120 DF 0 12 ,-o-rr-011· 0.0 REF H2 153.3 gpm PATH 6 K = 26.81 32.7 psi PATH 7 FROM HYDRAULIC REFERENCE 72 TO G7 HEAD 72 52.2 2" 6 0 123'11" 7.0 fps 24.2 24.2 -1" 0.54 gpm/sq ft 2.227" 1 0 40'0" 0.048 7.9 3.2 1" K =11.40 8"4.·8 120 DF 0 163 -t 11 't 0" 0.0 20.9 60" 2" 0 0 10" 7.0 fps 32.1 · 2.227" 1 0 10'0" 0.048 0.5 84.8 120 SF 0 10'10" 10" 0.4 REF G7 84.8 gpm PATH 7 K = 14.77 32.9 psi PATH 8 FROM HYDRAULIC REFERENCE I4 TO 72 REF T4 32.6 2 n· 0 0 10" 2.7 fps 24.3 PATH 1 2.227"" 1 0 1ororr 0.008 0.1 K = 6.62 32.6 ·120 -SF ·o 10·1 1011 -1011 -r.O .4 CONTINUED 24.0 psi NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REM<:>TE--ARE-A #-2--P-A~E 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM-)-P-I-P-E---F-I'PS F-E-E-T &UMMAR-Y:-TO-1'EAD HYD REF OUTLET SIZE 90 45 I PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL . ELEVATION Pe Pn Phead FP;I1S PATH 8 FROM HYDRAULIC ·REFERENCE I4 TO 72 CONTH{UED 2" 0 0 14'0" 2.7 fps 24.0 2.227" 1 0 10'0" 0.008 0.2 32 .-6 -120 DF 0 24'0" 0" 0.0 REF 72 32.-6 gpm PATH -8 -K -~ .-63 24.2 psi PATH 9 FROM HYDRAULIC REFERENCE IS TO G6 REF-TS-78.Z 2 n-0 a IO"-o. s--fps 24.7 PATH 1 2.227" 1 0 10'0" 0.041 0.4 K =15.72 78.2 1.20 SF Q 10'10" -lQ" T0.4 2 ft 5 0-13S-' )'ft 6.5-fps 24.8 2.227" 2 0 45'0" 0~041 7.6 78.2 -120 -DF 0 -183 I 3n 1ou 0.4 REF -G6 78.2 -gpm -PATH -9 K -= -13 ~-66 -32-.8 psi PATH 10 FROM HYDRAULIC REFERENCE I6 TO GS REF I6 73.0 2" 0 0 10" 6.1 fps 25.1 PATH 1 2.227" 1 0 10'0" 0.037 0.4 K =14 ._58 73.0 120 SF 0 10'10" -10" .,.o .4 2" 4 0 143'3" 6.1 fps 25.1 2.227" 2 0 40'0" 0.037 6.7 73 .o-· 120· -DF 0 183 t-3 II -0" 0.0 2" 0 0 10" 6.1 fps 31. 8 2.227" 1 0 10'0" 0.037 0.4 73.0 120 SF 0 ·10 1 1011 1011 0.4 REF G5 73.0 gpm PATH 10 K = 12.80 32.6 psi NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMOTE-AR-BA-#2-PA~E 9 FLOW # OF LENGTH PRESSURE BRANCH LINE {G-PM-)-PIPE-F-IT&-FEET SUMMA-R-Y TE>-·1'EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 11 FROM HYDRAULIC REFERENCE 17 TQ G4 REF I7 69.8 2" 0 0 10" 5.8 fps 25.3 PATH l:-2.227" 1 0 10'0" 0.034 0.4 -K ~13 .·88 -69 .-8 120 -SF ·O 10'10" --10" "0.4 2" 4 0 147'7" 5.8 fps 25.3 2.227" 2 0 40'0" 0.034 6.3 -69-_ g-120 DF 0 1.8T1 7-tt· ·0 ·11 · 0. 0 2" 0 0 10" 5.8 fps 31.:6 2. 227" 1 0 1ot-o-tt--0.034 0.4 69.8 120 SF 0 10'10" 10" 0.4 REF G4 69.8 gpm PATH-11 K = 12 _.26 32.3 psi PATH 12 FROM HYDRAULIC REFERENCE I8 TO G3 REF I8 67.8 2" 0 0 10" 5.6 fps 25.4 PATH 1 2.227" 1 0 10'0" 0.032 0.3 K =13 .45 67.8 ·120 SF ·o 10'10fl -10-ff -0.4 2" 4 0 150'8" 5.6 fps 25.4 2.227" 2 0 40'0" 0.032 6.1 67. 9-120 DF 0 190 •·g-n· o·n--0.0 2" 0 0 10" 5.6 fps 31.5 2.227" 1 0 10-t··ott-0-.032· 0.3 67. 8 IZU-SF-o-1:0-•-1:o·rr-10-n·-0.4 REF G3 -67 .. 8--gpm .PATH _12_ K .,=. .11 .. 96' .. 32~2 .psi PATH 13 FROM HYDRAULIC REFERENCE I9 TO G2 REF I9 66.4 2" 0 0 lOtt 5.5 fps 25.5 PATir 1 2.227" 1 u IO r arr-o.cnr 0.3 K =13.15 66.4 120 SF 0 10'10" -10" '!""o .4 CONTINUED 25.5 psi NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 19: 2 REMOTE AREA #2 PAGE 10 FLOW # OF LENGTH PRESSURE BRANCH LINE (-GPM}-PIPE---F-I -TS· FE-E-T SUMMARY TO ~EAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR P-IP-E C TY:P-E · OTHER TO'FAL . . E-LEV-A-'FION-P.e-Pn-Phead-F-~TS PATH 13 FROM HYDRAULIC REFERENCE I9 TO G2 CONTI:tf(JED 2" 4 0 154'8" 5.5 fps 25.5 2.227" 2" 0 40' 0·11 •· 0-.03·1 6.0 66-~4--12n-nF·· ·o 194 1811 o-n 0.0 2" 0 0 10" 5.5 fps 31.4 2.227" 1 0 10'0" 0.031 0.3 66 .. 4. 120 SF 0 10'10" 10" 0.4 REF G2 66 .4, g2m PATH 13-:K = J:1·. 72 32.1 ps_i PATH 14 FROM HYDRAULIC REFERENCE Il0 TO 80 REF Il0 41.3 4" 0 0 1 ' 0 " 0.9 fps 25.5 PATH 1 4.328" 0 0 0" 0.000 0.0 K =·8.17 41.3 120 DF -o ·11 o·" ·011 0.0 REF Ill 2" 0 0 10" 3.4 fps 25.5 2. 227" 1 0 10'0" 0.013 0.1 41.3" 12·0 sF·-· o· 1-0' .. IO-rr -10-w -0.4 2" 7 0 109'6" 3.4 fps·· 25.3 2.227" 2· O · 55 •·oft -0.013 2.1 41.3 120 DF 0 164'6" 7" 0.3 REF 80 .41.3 .gpm PATH 14 K = ·1..BS 27 r-6 .ps.i . NAI -ROOF SYSTEM-Drawing-· Date-:·6 /1 / 9-S-7/ 9/9·8- HYDRAULIC DESIGN INFORMATION SHEET Jolr Name·: NAT-ROOF-SYqTEM II 2- Location: Drawing Date:-6/1/98· Contractor: Des-igne-r:- Calculated By:SprinkCALC CSC Systems & De-sign Construction: Revie~ing Authorities: SYSTEM DESIGN Remote· Area Numbe:i;:-: 1 Telephone: Occupancy: ~:36 Code:NFPA 13, 1996 Hazard:EXTRA -System Type : WET Area of Sprinkler Operation 3000 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.45 Make: ,. Model:EL0-231 Area per Sprinkler 96 sq ft Size:3/4" x~Factor:11.40 Hose-Allowance-Inside-100 gpm Temperatur_e Rating: 286 Hose Allowance Outside 400-gpm CALCULATION SUMMARY gpm Required: 1960.3 psi Required: 65.3@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 06-17-98 96.0 psi 78.0 psi 1500 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: Location: 5759 FLEET ST. Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 2792 Gallons Notes: O gpm 0-. O psi 0 Tank or Reservo~r Capacity 0 gal Elevation ·o · Well Proof Flow 0 _gpm NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 HYDRAULIC CALCULATION DET~ILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr-Ref W Required at Hyd Area 1 14 6 0-37.1 psi 1 Pipe 8 11 10 I 18' 120 8.249 1460 0.3 1 an Grvd-Butterfly· Valve-CSC "An 12-1-12-E} 8-.000 1460 0.2 1 Pipe 8" 10 • 30 I 120 8.249 1460 0.5 Elevation Change· 30-1-211-~3.1 Total Loss for THRU RISER .3..4 .. 0 Hydr Ref Rl Required at BOR 1460 51. 2 Fixed Flow INSIDE HOSE 100 gpm 1 Pipe 8" Dix18 40' 140 8.390 1560 0.5 1 Pipe 8" Dix20 DI EQFT. 4E,T 107' 140 8.390 1560 1.3 1 8" Flngd Back Flow Valve CHART LOSS 1560 7.0 Fixed Flow OUTSIDE HOSE 400 g~m 1 Pipe 8 11 PVx20 CLASS 150 PVC 190' 150 7.921 1960 4.2 1. Pipe 8 11 Dlx20 DI EQFT. 2_EE,.T 53' 140 8 .. 390 1960 1.0 1 an Flngd Gate Valve CSC "722U" 4 -1 120 -a.coo 19-60 0.1 Total Loss for THRU UNDERGROUND 14.1 Hydr Ref R2 Required at CITY CONNECTION 1960 65.3 Water Source 96.0 psi static, 78.0 psi residual@ 1500 gpm 1960 gpm 66.5 ======= SAFETY PRESSURE Available-Pressure of 66.5 psi Exceeds Required Pressure of 65.3-psi This is a safety margin of 1.2 psi or 2 % of Supply Maximum Water Velocity is 12-.4 fps 1.2 psi psi p•si psi psi psi NAI-ROOF SYSTEM Drawing Date:6/1/98 LEGEND 7/ 9/98 9:36 HYD REF K FACTOR SIZE Hydraulic reference. Refer to accompanying flow diagram. Flow-factor-for open head-or path· where-Fl-ow-(gpm} = K x -, \/P Nominal size of pipe. ID- C TYP-E # FITS Pt Pf Pe Pdrop- Phead ELEV PIPE FITS NOTES: Actual internal diamet'er-of pipe Hazen Williams pipe roughness factor Type-or-schedule of pipe number of fittings as follows: 90 -90 deg Ell 4-S -4-5-deg Ell T -Tee LT -Long· Turn-90 Ell SPEC -Fitting other than above or fitting with hydraulic equivalent length specif-ied by manuf a-cturer. Total pressure (psi) at fitting Friction loss (psi} to fitting where Pf= 1 x 4.52 x (Q/C)~l.85 / ID~4.87 Pressure due to change in elevation where Pe= 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q~2/ID~4 Normal pressure (psi) where Pn = Pt _;Pv Pressure loss· in pipe rise or drop-to an open head. Pressure at an open head. elevation from branch tee to open heap.. pipe length from branch tee to open head. f·itting-equivalent length from branch tee· to· open h~ad. -Pressures are balanced to 0-. 00-1 gpm. Pressures-a-re listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NF-PA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source! -Later Paths are from the next most remote head back to previously defined paths . . NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 REMOTE-AREA-#1 PA\jE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM}-PI-PE-FITS·· FEET S-BMMARY 'P0··-HEAD i' HYD REF OUTLET SIZE 90 45 ; PIPE VELOCITY Pt Pt Pn E~EV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C .TYPE OTHER TOTAL ELEVATION Pe Pn Phead F~TS PATH 1 FROM HYDRAULIC REFERENCE 24 TO w (SUPPLY -DRAWING REF. PW") HEAD 24 43.2 2-1/2" 0 0 6 I 0 11 2.1 fps 16.6 16.6 -1" O. 45 _gprn/ sq ft 2.731" 0 0 0" 0.004 0.0 2.3 l" K =11.40 38.8 ·120 DF 0 6 '·0" ·0" 0.0 14.4 60" HEAD 25 43.2 2-1/2" 0 0 8 I 0 11 4.5 fps 16.7 16.7 -1" 0.45 gprn/sq ft 2.731" 0 0 0" 0.017 0.1 2.3 1" K =11.40 82. D 120 DF 0 . g 1 011 . 01f 0.0 14.4 60" HEAD 26 43.4 2-1/2" 0 0 8 • 0 " 6.9 fps 16.8 16.8 -1" 0.45 gprn/sq ft 2.731" 0 0 0" 0.037 0.3 2.3 1" K =11.40 125.5 120 DF 0 8 I 0" 0" 0.0 14.5 60" HEAD 27 43.8 2-1/2" 4 0 106'5" 9.4 fps 17.1 17.1 -1" 0.46 gprn/sq ft 2.731" 1 0 36'0" 0.064 9.1 2.3 1" K =11.40 169.3 120 DF 0 14_2 I 5 11 0" 0.0 14,8 60" 2-1/2" 0 0 10" 9.4 fps 26.2 2.727" 1 0 12 10 11 0.065 0.8 169.3 120 SF ·O 12 110" 10" 0.4 REF A6 585.7 6" 0 0 12'0" 7.7 fps 27.4 PATH 3 6.357" 0 0 0" 0.017 0.2 K =111.88 755 .·o 120 10 0 12iQt1 ·011 0.0 REF A7 182.5 6" 0 0 12 10 11 9.6 fps 27.6 PATH 6 6.357" 0 0 0" 0.025 0.3 K =34.74 937.6 120 10 0 12'0" 0" 0.0 REF AB 115.9 6" 0 0 12'0" 10.8 fps 27.9 PATH 12 6.357" 0 0 0" 0.031 0.4 K =21. 94 1053.4 120 10 0 12'0" 0" 0.0 REF A9 115.2 6" 2 0 4 I 7 11 11. 9 fps 28.3 PATH 13 6.357" 1 0 58 10" 0.037 2.3 K =21.67 1168.7 120 10 ·o 62'7" l'l" 0.5 CONTINUED 31.·1 psi NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 REMOTE AREA #1 FLOW (GPM) HYD REF. OUTLE~ K FACTOR PIPE PIPE srzg ID C TYPE # OF FITS 9-0-45 ' T LT OTHER LENGTH FEET PTPK FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PAGE 2 PRESSURE BRANCH LINE SUMMARY TO JlEAD Pt Pf Pe Pt Pv Pn P-n ELEV Pdrop PIPE Pheaa-F~TS PATH 1 FROM HYDRAULIC REFERENCE 24 TOW (SUPPLY -DRAWING RE-F. "W") CONTINUED REF E2 291.6 PATH 2 K =52.31 1460.3 8" 8.249" 120 10 REF. W 1-4-6·0 . 3 . gpm 5 1 0 0 0 281'7" 99'0" 380'7" .PATH .l K = 239. 70 8.9 fps 0.016 0" PATH 2 FROM HYDRAULIC REFERENCE 24 TO E2 HEAD 24 43.2 0.45 gpm/sq ft K =11.40 4.4 HEAD 23 43.2 0.45 gpm/sq ft K =11.40 47.6 HEAD 22 43.3 0.45 gpm/sq ft K =11.40 90.9 HEAD 21 43.5 0.45 gpm/sq ft K =11.40 134.4 HEAD 20 43.9 0.46 gpm/sq ft K =11.40 178.3 HEAD 19 44.6 0.47 gpm/sq ft K =11. 40 223. 0 2-1/2" 2.731" 120 DF 2-1/2" 2.73111 120 DF 2-1/2" 2.731" 120 -DF 2-1/2 11 2.731" 120 DF 2-1/2" 2.731 11 120 DF 2-1/2 11 2.731" 120 DF 2-1/2" 0 2.727" 223.0 120 SF CONTINUED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 6 1 6" 0" 6' 6 11 8 I on 0" 8' 0" 8 I 0 11 0" 8' 0" 8 I 0 II 0" 81Qfl 8 I 0 II 0" 8 I 0 11 6 I 0 II 12'0" 18'0" 0.2 fps 0.000 0" 2.6 fps 0.006 0" 5.0 fps 0.020 0" 7.4 fps 0.042 0 fl 9.9 fps 0.071 0" 12.3 fps 0.107 0" 10" 12.4 fps 12'0" 0.107 12'10" 1011 31.1 6.0 0.0 37.1 .psi 16.6 0.0 0.0 16.6 0.0 0.0 16.7 0.2 {). 0 16.9 0.3 0.0 17.2 0.6 0.0 17.8 1.9 0.0 19.7 1.4 0.4 21.4 psi 16.6 2.3 14.4 16.6 2.3 14.4 16.7 2.3 14.4 16.9 2.3 14.6 17.2 2.3 14.8 17.8 2.4 15.3 -1" 1" 60" -1" 1" 60" -1" 1" 60" -1" 1" 60" -1" 1" 60" -1" 1" 60" '6 l t NAI-ROO-F SYSTEM--Draw±ng-Date--:--6/1/9-8 REMOTE AREA #1 FLOW- (GPM) HYD REF OUTLET K FACTOR PIPE PIPE SIZE ID C TYPE #--O-F FITS 90 45 ' T LT OTHER LENGTH FEET PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PAGE 3 PRESSURE BRANCH-I,.iINE SUMMARY TO HEAD Pt Pf Pe Pt Pv Pn Pn E~EV Pdrop PIPE Phead F~TS PATH 2 FROM HYDRAULIC R-EF-ERENCE 24 TO-E2 CONTINUED REF C2 83.7 PATH 9 K =1-8 .. 08 306.7 REF C3 216.1 PATH 5 ·K -=46.42 522.7 REF Fl 522.7 REF F2 522.7 REF C4 -115.9 PATH 12 K =-23.83 406.9 4" 4.328" 120 DF 4" 4.328" 120 DF 6" 6.357" 120 10 4" 4.328" 120 DF 4" 4.328" 120 DF REF CS PATH 13 -115.2 4 11 4.328" K =-23.49 291 ~---6 · 120 DF REF C6 -134.3 PATH 14 2-1/2" 2.727" 120 SF K =_;27.24 157.3 2-1/2" 0 2.731" 157.3 120 DF 0 0 0 0 0 0 0 0 0 -0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 -0 0 0 -o 2 0 0 2-1/2" 0 0 2.727" 1 0 157.3 120 SF 0 .CONTINUED 12'0" 0" 12'0" 3 I 0 11 0" ·.3 I QII 85'8" 70'0" 1ss·1 -s11 9' 6 11 0" 9' 6 11 12'0" 0" 12'0" 12'0" 0" 12'0" 10" 12'0" 12 I 10-tt 60'0" 24'0" 84'0" 6.8 fps 0.020 0" 11.5 fps 0.055 . 0" 5.3 fps 0.008 011 11.5 fps 0.055 0" 9.0 fps 0.034 0" 6.4 fps 0.019 0" 8.7 fps 0.056 -1011 21.4 0.2 0.0 21.7 0.2 0.0 21.8 1.3 0.0 23.1 0.5 0.0 23.7 0.4 0.0 24.1 0.2 0.0 24.3 0.7 ~0.4 8.7 fps 24.7 0.056 4.7 0" 0. 0 1011 8.7 fps 29.4 12'0" 0.056 0.7 12'10" 10" 0.4 30 .. 4 psi . ·; • NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 REMOTE-AREA #1 PA~E 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM} P-IPE F:FT& FEET SUMMARY: T0-H;EAD HYD REF OUTLET SIZE 90 45 I PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOT-AL ' ELEVATION Pe-Prr Phead-F-~TS PATH 2 FROM HYDRAULIC REFERENCE 24 TO E2 CONTI:t-f"UED REF B2 134.3 6" 2 0 32'11" 3.0 fps 30.4 PATH 14 6.357" 0 0 28'0" 0.003 0.2 K =24.34 291. 6 120 10 0 60'11" 1'1" 0.5 REF-El 8 rr 0 0 8" 1. 8 fps 31.1 8.249" 0 0 0" 0.001 0.0 291. 6 120 10 0 8" 0" 0.0 REF E2 .291.-6 .-gpm .P-ATH .2 ;K = .52 .3-1 31 .. 1 .psi PATH 3 FROM HYDRAULIC REFERENCE 14 TO A6 HEAD 14 43.5 2-1/2" 0 0 8 ' 0 " 2.3 fps 16.9 16.9 -1" 0.45 gpm/sq ft 2.731" 0 0 0" 0.005 0.0 2.3 1" K =11.40 41.4 120 DF 0 8 ' 0 " 0" 0.0 14.5 60" HEAD 13 43.5 2-1/2" 0 0 8' 0" 4.7 fps 16.9 16.9 -1" 0.45 gpm/sq ft 2.731" 0 0 0" 0.018 0.1 2.3 1" K =11.40 85.0 120 DF 0 8' 0" 0" o.o 14.6 60" HEAD 12 43.7 2-1/2" 0 0 8' 0" 7.1 fps 17.0 17.0 -1" 0.46 gpm/sq ft 2.731" 0 0 0" 0.039 0.3 2.3 1" K =11 ."40 128.7 120 DF -0 8'0" 0" 0.0 14.7 60" HEAD 11 44.1 2-1/2" 0 0 8 ' 0 " 9.6 fps 17.3 17.3 -1" 0.46 gpm/sq ft 2.731" 0 0 0" 0.067 0.5 2.4 1" ·K =11. 40 172.8 120 ·DF 0 B'O" . 01t 0.0 15 .·o 60" HEAD 10 44.8 2-1/2" 0 0 6' 0" 12.0 fps 17.9 17.9 -1" 0.47 gpm/sq ft 2.731" 1 0 12'0" 0.102 1.8 2.4 1" K =11.40 217.6 120 DF 0 18'0" 0" 0.0 15.4 60" 2-1/2" 0 0 10" 12.1 fps 19.7 2.727" 1 0 12'0" 0.103 1.3 217.6 1.20 SF 0 12'10" 10" 0.4 CONTINUED 21 .. 4 psi NAI-ROOF SYSTEM REMOTE AREA-#-1 FLOW (GPM-}- HYD REF K FACTOR OUTLET PIPE PI-P-E SIZE ID C TYPE Drawing Date:6/1/98 # OF F-I-'I'S 90 45 ' T LT OTHER LENGTH F-EE-T PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVAT-ION 7/ 9/98 9:36 P-AqE 5 PRESSURE BRANCH LINE SUMMARY TO Is{EAD Pt Pf Pe- Pt Pv Pn Pn EL~V Pdrop PIPE Phead FJ;:TS PATH 3 FROM HYDRAULIC REFERENCE 14 TO A6 CONTilf(JED REF" Cl FATH"" 9 K =-lff.09 REF Dl PATH 7 K =29.06 REF D2 PATH 10 K =-"19.72 REF D3 PATH 11 K =-18.65 -83.T 4n 4. 328"- I34. 0-120 DF. 134.6 4" 4.328" 268.5 120 DF -91.5 4" 4.328" 177 .-0 12-0" DF -86.6 2-1/2" 2.727" 90.4 120 SF 2-1/2" 6 2.731" 90.4 120 DF 2-1/2" 0 2.727" 90.4 120 SF REF A2 86.6 6" 6.357" 120 10 PATH 11 K =16 .-62 177. 0 REF A3 91.5 PATH 10 K =17.55 ·268.5 REF A4 140.3 PATH 8 K =26.88 408.8 CONTINUED 6" 6.357" 120 10 6" 6.357" 120 10 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 -0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 ·o 0 0 0 0 0 6 I O n 0" 6 I O II 6 I O U 0" -6 IO II 10" 12'0" 12"'10ff 193'2" 60'0" 253'2" 10" 12'0" 12'10" 6 I O II 0" ·-6 I 0" 12'0" 0" 12'0" 12'0" 0" 12'0" z.g-fps 0-.0-04 orr- 5.9 fps 0.016 0" 3.9 fps 0.007 0" 5.0 fps 0.020 ... 1011 21.4 0.1 0.0 21.4 0.1 0.0 21.5 0.0 0.0 21.6 0.3 -0.4 5.0 fps 21.5 0.020 5.1 0" 0. 0 5.0 fps 26.6 0.020 0.3 10" 0.4 1.8 fps 0.001 -ou 2.7 fps 0.002 0" 4.2 fps 0.005 0" 27.2 0.0 0.0 27.2 0.0 0.0 27.2 0.1 0.0 27 .. 3 psi ~ ••· . NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO :fiEAD HYD REF OUTLET SIZE 90 45 ' PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR P-IP-E C TY-PE-OTHER TOTAL ELEVATION Pe-Pn Phead FI.TS PATH 3-FROM HYDRAULIC-REFERENCE 14 TO· A6 CONTHfUED REF A5 177.0 6"' 0 0 12r-o·n· 6.0 fps 27. -:3 PATH 4 6.357" 0 0 0" 0.010 0.1 K =33.-88 ·5g5 .-7 120 10 0 12 1 0 11 0" 0.0 REF A6 585.7 gpm PATH 3 K = 111.88 27.4 psi PATH 4 FROM HYDRAULIC REFERENCE 14 TO AS HEAD 14 43.5 2-1/2" 0 0 6 I 6 II 0.1 fps 16.9 16.9 -1" 0.45 gpm/sq ft 2.731" 0 0 0" 0.000 0.0 2.3 1" K =11.40 -2 .-0 120 DF 0 -6 1 6 11 0" -0 .-0 14.5 60" HEAD 15 43.5 2-1/2" 0 0 6 I 0 II 2.5 fps 16.9 16.9 -1" 0.45 gpm/sq ft 2.731" 0 0 0" 0.006 0.0 2.3 1" K =11.40 ·45_5 120 DF 0 --6-1 0-tt ·oit -0. 0 14.6 60" HEAD 16 43.5 2-1/2 11 0 0 8 I 0 11 4.9 fps 16.9 16.9 -1" 0.45 gpm/sq_ ft 2.73111 0 0 0" 0.020 0.2 2.3 111 K =11.40 89.1 120 DF 0 8 I 0 11 0" 0.0 14.6 60 11 HEAD 17 43.7 2-1/2 11 0 0 8 I 0 II 7.3 fps 17.0 17.0 -1" 0.46 gpm/sq ft 2.731" 0 0 011 0.041 0.3 2.3 l" K =11~40 132.8 12.0 DF 0 8 I 0 II o ti 0.0 14.7 60" HEAD 18 44.2 2-I/2" o· 1 10-9 I 4rr 9.8 fps IT.4 17.4 -1" 0.46 gpm/sq ft 2.731 11 1 0 15'0" 0.070 8.7 2.4 1" -K =11.40 177.0 120 DF 0 124 '·4 11 0" 0.0 15.0 60" 2-1/2 11 0 0 10" 9.8 fps 26.0 2.727" 1 0 12 1 0 11 0.070 0.9 177.0 120 -SF 0 12 I 1011 l0tt 0.4 REF A5 177.0 gpm PATH 4 K = 33.88 27.3 psi C. .. .. NAI-ROOF SYS·'PBM-Drawing Dat e -;--6/J:-/-98-7/ 9-/9-8-9-;--36-- REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH ~INE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD-REF OUTLET STZK 9-0-4S-' PIPE"" VEI;OCITY Pt P-t Pn E:YEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FKCTOR PIPR c ·TYPE OTHER-TOTAL ~ ELEVATTON P-e P-n Phead FlTS PATH 5 FROM HYDRAULIC REFRRENCE 32 TQ C3 HEAD 32 43.9 2-1/2n-a a 8 r--o-n--2.1 fps :tT. 2 IT.2· -1" CJ.46. _gpm/sq ft Z. T3""1 rr 0-ff 0"" o·.004 a.a Z.T 1" K =11~40 38.2 -120 -DF ·-o 8 •-o" ·0" -0 .-0 14.9 60" HEAD 31 44.0 2-1/2 11 0 0 8 I Q II 4.5 fps 17.2 17.2 -1" 0.46 gpm/sq ft 2.731 11 0 0 011 0.017 0.1 2.4 1" K =11.40 82.2 120 DF 0 8 ·f Q II Ott 0 .-o 14.9 60" HEAD 30 44.2 2-1/2 11 0 0 8 I Q II 7.0 fps 17.4 17.4 -1" 0.46 gpm/sq ft 2.73111 0 0 011 0.037 0.3 2.4 1" K =11.40 126.3 120 DF 0 8 1 0 11 0" 0.0 15.0 60" HEAD 29 44.5 2-1/2" 0 0 8 I 0 II 9.5 fps 17.7 17.7 -1" 0.46 gpm/sq ft 2.73111 0 0 0" 0.065 0.5 2.4 1" K =11_. 40 170.9 120 DF 0 8'0." 0" 0.0 15.3 60" HEAD 28 45.2 2-1/2" 0 0 6 I Q II 11. 9 fps 18.2 18.2 -1" 0.47 gpm/sq ft 2.731" 1 0 12 1 0 11 0.101 1.8 2.5 1" K =11. 40 2n; .1 120 DF 0 :1s I 0 11 0" 0.0 15.7 60" 2-1/2" 0 0 10" 12.0 fps 20.0 2.727" 1 0 12'0" 0.101 1.3 216.1 120 SF 0 12-, 101' 1011 0.4 REF C3 216.1 gpm PATH 5 K = 46.42 21.7 psi PATH 6 FROM HYDRAULIC REFERENCE 32 TO A7 HEAD 32 43.9 2-1/2 11 0 0 6 1 6 11 0.3 fps 17.2 17.2 -1" 0.46 gpm/sq ft 2.731 11 0 0 0" 0.000 0.0 2.3 1" K ·-=11.40 5.7 -120 DF 0 -6 '-6" 0" 0.0 14.9 60" HEAD 33 43.9 2-1/2" 0 0 6 1 0" 2.7 fps 17.2 17.2 -1" 0.46 gpm/sq ft 2.731 11 0 0 0" 0.007 0.0 2.3 1" K =11.40 49 .7 120 DF ·o ·6 ·t 011 011 -o. o 14.9 60" CONTINUED 17.2 psi N"AI-ROOF SYSTEM REMOTE AREA: #-1 FLOW (GPM) P·IPE Drawing Date:6/1/98 # OF FITS·· LENGTH FEET 7/ 9/98 9:36 P-AGE 8 PRESSURE BRANCH LINE SUMMARY TO-H;EAD HYD REF K FACTOR OUTLET PIPE SIZE ID C TYPE 90 45 ' T LT OTHER PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION Pt Pf Pe Pt Pv Pn Pn EL~V Pdrop PIPE Phead F~TS PATH 6 FROM HYDRAULIC REFERENCE 32 TO A7 CONTI:t-flJED HEAD 34 44.0 2-1/2" 0.46 _gpm/sq ft 2.731" K =11.40 ·93. 7 · 120 ·-DF HEAD 35 44.2 0.46 gpm/sq ft K =1·1.40 137.9 HEAD 36 44.7 0.47 gpm/sq ft K =11.40 182.5 2-1/2" 2.731" 120 DF 2-1/2 11 2.731" 120 DF 2-1/2 11 0 2.727" 182. 5 120 .SF REF A7 .182 .. 5 .gpm 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 8 I O II 011 ·8' 0 11 8 I 0 11 0" 8'0ff 100 1 10 11 15 1 0 11 115 1 10 11 5.2 fps 0.021 011 7.6 fps 0.044 ·011 10.1 fps 0.074 011 10 11 10.1 fps 12 1 0 11 0.074 12 1 1011 1011 :PATH -6 K = 34_ 74 PATH 7 FROM HYDRAULIC REFERENCE 6 TO Dl HEAD 6 45.7 0.48 gpm/sq ft K =11.40 42.9 HEAD 5 45.7 0.48 gpm/sq ft K =11.40 88.6 HEAD 4 45.9 0.48 gpm/sq ft K =11.40 · 134.-6 2-1/2 11 2.73111 120 DF 2-1/2" 2.731" 120 DF 2-1/2" 2.73111 120 DF 2-1/2" 0 2.727" 134.6 120-SF REF D1 134.6 gpm 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 6 I 6" 0" 6 I 6 II 8 1 0" 0" 8 I O II 30 1 0 11 12 1 0 11 42'0" 10 II 12 1 0 11 12'1011 2.4 fps 0.005 011 4.9 fps 0.019 011 7.4 fps 0.042 011 7.5 fps 0.042 10" PATH 7 K = 29.06 17.2 0.2 ·O .0 17.4 0.4 0.0 17.8 8.5 0.0 26.3 1. 0 0.4 27 .. -6 .psi 18.6 0.0 0.0 18.6 0.2 0.0 18.8 1. 8 ·0 .0 20.5 0.5 0.4 21.4 psi 17.2 2.4 14.9 17.4 2.4 15.0 17.8 2.4 15.3 18.6 2.5 16.1 18.6 2.5 16.1 18.8 2.6 16.2 -111 1" 60 11 -111 111 60 11 -1" 1" 60" -1" 1" 60" -1" 1" 60" -1" 1" 60" • -• NAI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 REMOTE AREA-#-1 P-A~E 9 FLOW # OF LENGTH PRESSURE BRANCH LINE {-GPM-} P-IP-E-FTPS F-E-E-T SUMMARY TO--1'EAD HYD REF OUTLET SIZE 90 45 j PIPE VELOCITY Pt Pt Pn EL~V ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FJ;TS PATH 8 FROM HYDRAULIC REFERENCE 6 TO A4 HEAD 6 45.7 2-1/2" 0 0 6 I O II 0.2 fps 18.6 18.6 -1" 0.48 _gpm/sq ft 2.731" 0 0 0" 0.000 0.0 2.5 1" K =11.40 · 2 .·8 120 ·DF ·O 6 I O II 0" 0.0 16.1 60" HEAD 7 45.7 Z-1/2" 0 0 8' 0 n 2.7 fps 18". 6 18.6 -1" 0.48 gpm/sq ft 2.731" 0 0 0" 0.006 0.1 2.5 1" K =11.40 48 .5 120 ·nF 0 8 f 011 011 o .·o 16.1 60" HEAD 8 45.8 2-1/2" 0 0 8 I 0 11 5.2 -fps 18.6 18.6 -1 II 0.48 gpm/sq ft 2.731" 0 0 0" 0.022 0.2 2.5 1" K =11.40 94.3 120 DF 0 8 I 0" 0" 0.0 16.1 60" HEAD 9 46.0 2-1/2" 4 1 125'9" 7.8 fps 18.8 18.8 -1" 0.48 gpm/sq ft 2.731" 1 0 39'0" 0.045 7.5 2.6 1" K =1.1.40 140.3 120 DF 0 164'9" 0" 0 ,0 16.3 60" 2-1/2" 0 0 10" 7.8 fps 26.3 2.727" 1 0 12'0" 0.046 0.6 ·140 .3 ·12-0 SF -0 12'10" 10 11 0.4 REF A4 140 .3 -gpm -PATH 8 K = 26.88 27.2 psi PATH 9 FROM HYDRAULIC REFERENCE Cl TO C2 REF Cl 83.7 4" 0 0 12'0" 1. 8 fps 21.4 . PATH 3 4.328" 0 0 0" 0.002 0.0 K =18.09 83.7 120 DF 0 12'0" 0" 0.0 REF C2 B3. 7 gpm .PATH -9 K = · --18 ... -08 21 .. 4 psi PATH 10 FROM HYDRAULIC REFERENCE D2 TO A3 REF D2 91.5 2-1/2" 0 0 10" 5.1 fps 21.5 PATH 3 2.727" 1 0 12'0" 0.021 0.3 K =19.72 91.5 120 SF 0 12 '10'' -10" -.o .4 CONTINUED 21,.4 psi ~AI-ROOF SYSTEM REMOTE AREA #1 FLOW (GPM) HYD REF OUTLET K FACTOR PIPE PIPE SIZE ID C TYPE Drawing Date:6/1/98 # OF FITS 90 45 T LT OTHER- LENGTH FEET ' PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION- 7/ 9/98 9:36 PAGE 10 PRESSURE BRANCH LINE SUMMARY TO ~EAD Pt Pf Pe Pt Pv Pn· Pn ELEV Pdrop PIPE Phe-ad· FITS PATH 10 FROM HYDRAULIC REFERENCE D2 TO A3 CONTINVED REF A3 2-1/2" 6 2.731" 91 ~-5 120 DF 2-1/2" 0 2.727" 91. 5 120 SF 91.5 gpm 0 2 0 0 0 1 0 0 189'3" 60'0" 249 t 3 1' 10" 12'0" 12'10" PATH 11 FROM HYDRAULIC REFERENCE D3 TO A2 REF D3 PATH 3 K =-18.65 REF D4 REF A1 86.6 4" 4.328" ·-s6. 6 120 DF 2-1/2" 2.727" 86.6 120 SF 2-1/2" 8 2.731" 86.6 120 DF 2-1/2" 0 2.727" 86 .-6 120 -SF 6" 6.357" 86.6 120 10 0 0 0 0 ·o 0 0 1 0 0 0 2 0 Q 0 1 0 0 0 0 0 0 0 12'0" 0" 12 I 011 10" 12'0" 12'10" 202'6" 72'0" 274'6" 10" 12'0" 12'10" 1' 0" 0" 11 ·o fl 5.1 fps 21.4 0.021 5.1 0 11 0.0 5.1 fps 26.6 0.021 0.3 10" 0.4 1. 9 fps 0.002 -o fl 4.8 fps 0.019 -10" 27.2 psi 21. 6 0.0 0.0 21.6 0.2 ,0.4 4.8 fps 21.5 0.019 5.1 0" 0. 0 4.8 fps 26.6 0.019 0.2 10" 0. 4 0.9 fps 0.000 Qfl 27.2 0.0 0.0 REF A2 86.6 gpm PATH 11 K = 16.62 27.2 psi NAI-ROO-F SYSTEM Drawing-Date:-6/1/9-8-7/ 9/9-8-9 -:--36- REMOTE AREA #1 FLOW (GPM) PIPE #-OF FITS RYU REF OUTLET· STZK g-o-4-S ' ID T LT IC FliCTOR PTPK C-TYPK OTHER LENGTH FEET PTPF FITTINGS TOTAL P-ATH-12 FROM HYDRAULIC R-BFBR-ENCE C4 'F(? AS REF C-4 115.9. 2 --1/2-tt- PA'l'H 2 2 . TZTtt- K =23 .-83 115.-g-120 S~ 2-1/2" 0 2.731" 115.9 120 DF 2-1/2" 0 2.727" 115.9 120 SF 0-0- I Cf 0 0 2 0 -o 0 1 0 0 10ft 12 r-orr 12 r-10-rr- 84'0" 24'0" 1·08 1 0tt 10" 12'0" 12'10" PAGE 11 PRES-SURE-BRANCH ~INE SUMMARY TO HEAD VELOCITY LOSS PSI/FT ELEVATTON- pt Pf P-e 6-. 4-fps 0.032 -rorr- 6.4 fps 0.032 ·o-n 23"".7 0.4 ·-0 .4 23.7 3.4 0.0 6 . 4 fps 2 7 .· 1 0.032 0.4 10" 0.4 Pt Pv Ph Pn ~EV Pdrop PIPE Pheacf ~TS REF A8 115.9 g2m PATH 12 K = 21.94 27.9 psi PATH 13 FROM HYDRAULIC REFERENCE CS TO A9 REF-C5 115.2 PATH 2 K =23.49 115.2 2-1/2" 2.727" 1.20 S-P 2-1/2" 0 2.731" 115.2 120 DF 2-1/2" 0 2.727" 115.2 120 S_F o· o 1 0 0 0 2 0 0 0 1 0 0 10-•r- 12' 0" 1.211.011 84'0" 24'0" 108'0" 10" 12'0" 12'10" 6.4 fps 0.032 -l0tt 24.1 0.4 "TO. 4 6.4 fps 24.1 0.031 3.4 0" 0. 0 6.4 fps 27.5 0.032 0.4 10" 0.4 REF A9 _pAT-H 13 K = 21~67 28.3 psi PATH 14 FROM HYDRAULIC REFERENCE C6 TO B2 REF C6 134.3 PATH 2 K =27.24 134.3 CONTINUED 4 " 4.328" 120 DF 0 0 0 0 0 12'0" 0" 12'0" 3.0 fps 0.004 0" 24.3 0.1 0.0 24.:; psi ... ., ~AI-ROOF SYSTEM Drawing Date:6/1/98 7/ 9/98 9:36 ~EMOTE AREA #1 PAGE 12 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO ~EAD :!YD REF OUTLET SIZE 90 45 PIPE · VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR-PIPE-C TYP-E OTHER TOTAL . ELEVATION-Pe-Pn Phead--FITS PATH 14 FROM HYDRAULIC REFERENCE C6 TO B2 CONTT~ED REF C7 2-1/2" 0 0 10" 7.4 fps 24.3 2.727" 1 0 12'0" 0.042 0.5 134.3 ·120 SF 0 12 I 10 11 -1011 ,0.4 2-1/2" 4 0 72'0" 7.4 fps 24.5 2.731" 2 0 48'0" 0.042 5.0 134.3 120 DF 0 120'0" 0" 0.0 2-1/2" 0 0 .10" 7.4 fps 29.5 2.727" 1 0 12'0" 0.042 0.5 134.3 1-20 SF 0 12'10" 10" 0.4 REF Bl 6" 0 0 12'0" 1.4 fps 30.4 6.357" 0 0 0" 0.001 0.0 -134 .-3 120 10 0 12'0" 0" 0.0 REF B2 134 .3 -gpm PATH 14 -K = 24 .34 30-A -psi NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: NAI 1ST FLR. WET 5759 FLEET ST. CARLSBAD, CA SYSTEM AREA #1 8/14/98 Remote Area Number: 1 11:4 Drawing Date: Contractor: 8/12/98 CONSOLIDATED 6108 AVENIDA CARL.SBAD, CA FIREPROTECTION, INC. Telephone:760 431 9901 Designer: JIM MADDEN Calculated By:SprinkCALC ENCINAS CSC Systems & Design Construction: V-N Reviewing Authorities:CARLSBAD FIRE DEPT. SYSTEM DESIGN Occupancy:OFFICE, R&D, MN Code:NFPA 13, 1996 Hazard:ORD. GRP. II System Type:WET Area of Sprinkler Operation RooM sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.15 Make:CSC Model:GB Area per Sprinkler 130 sq ft Size:1/2" K-Factor: 5.60 Hose Allowance Inside 100 gpm Temperature Rating:155 Hose Allowance Outside 150 gpm CALCULATION SUMMARY gpm Required: 396.9 psi Required: 68.9@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 96.0 psi 78.0 psi 1500 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: Location: 5759 FLEET ST. Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 436 Gallons Notes: 0 0 gpm 0.0 psi 0 / Tank or Reservoir Capacity O gal Elevation O Well Proof Flow O gpm NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID 8/14/98 11:4 FLOW LOSS gpm psi TOTALS Hydr Ref W Requ~red at Hyd Area 1 147 55.5 psi 1 4" Grvd 90 Ell 10' 120 4.000 147 0.1 1 4" Grvd Butter.fly Valve CSC "BFV" 14' 120 4.000 147 0.1 1 Pipe 4" DFx24 13' 120 4.328 147 0.1 Elevation Change 13'4" 5.8 Total Loss for THRU RISER 6.0 Hydr Ref BOR Required at BOR 147 61.5 Fixed Flow INSIDE HOSE ALLOW 100 gpm 1 Pipe 8" Dix18 40' 140 8.390 247 0.0 1 Pipe 8" Dix20 DI EQFT. 4E,T 107' 140 8.390 247 0.0 1 8" Flngd Back Flow Valve CHART LOSS 247 7.0 Fixed Flow Outside Hose Allowan 150 gpm 1 Pipe 8" PVx20 CLASS 150 PVC 190' 150 7.921 397 0.2 1 Pipe 8" Dix20 DI EQFT. 2EE,T 53' 140 8.390 397 0.1 1 8" Flngd Gate Valve CSC "722U" 4' 120 8.000 397 0.0 Total Loss for THRU UNDERGROUND 7.3 Hydr Ref Rl Required at CITY CONNECTION 397 68.9 Water Source 96.0 psi static, 78.0 psi residual@ 1500 gpm 397 gpm 94.5 ======= SAFETY PRESSURE Available Pressure of 94.5 psi Exceeds Required Pressure of 68.9 psi This is a safety margin of 25.6 psi or 37 % of Supply Maximum Water Velocity is 15.4 fps i 25.6 psi psi psi psi psi psi NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 LEGEND 8/14/98 HYD REF K FACTOR SIZE ID C TYPE # FITS Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe., Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or· ··schedule of pipe number of fittings as follows: 11:4 90 -90 deg Ell 45 -45 deg Ell T -Tee LT -Long Turn 90 Ell Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: SPEC -Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf= 1 x 4.52 x (Q/C)~l.85 / ID~4.87 Pressure due to change in elevation where Pe= 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q~2/ID~4 Normal pressure (psi) where Pn = Pt -Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. -Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NFPA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source. -Later Paths are from the next most remote head back to previously defined paths ..... . . -... ·---JO•• - ..,. NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 8/14/98 11:4 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2 TO w (SUPPLY -DRAWING REF. uw11) HEAD 2 19.5 111 0 0 7' 6 11 6.8 fps 7.5 7.5 -175" 0.15 .gpm/sq ft 1.08711 1 0 5 I O II 0.104 1.3 -4.6 175 11 K = 5.60 19.5 120 DT 0 12 1 6 11 011 0.0 12.1 24 II REF 56 19.8 1-1/4" 0 0 7' 6 11 8.1 fps 8.8 PATH 2 1.41611 0 0 011 0.105 0.8 K = 6.65 39.3 120 DT 0 7' 6 11 011 0.0 REF 55 20.3 1-1/2" 0 0 7 I 6 II 9.0 fps 9.6 PATH 3 1.650" 0 0 011 0.108 0.8 K = 6.55 59.6 120 DT 0 7 I 6 II 011 0.0 REF 54 20.7 1-1/2" 0 0 1'11" 12.2 fps 10.4 PATH 4 1.650" 1 0 8 I O II 0.188 1.9 K = 6.41 80.3 120 DT 0 9'1111 011 0.0 REF 53 21.2 1-1/2" 0 0 7' 2" 15.4 fps 12.3 PATH 5 1.650" 0 0 011 0.289 2.1 K = 6.05 101. 5 120 DT 0 7 I 2 II 011 0.0 REF 52 21.5 2" 0 0 9 '2 11 11.3 fps 14.4 PATH 6 2.115 11 0 0 011 0.123 1.1 K = 5.68 123.0 120 DT 0 9 '2 11 011 0.0 REF 51 23.8 211 0 0 56'2 11 13.5 fps 15.5 PATH 7 2.115 11 0 0 011 0.171 9.6 K = 6.04 146.9 120 DT 0 56'2 11 011 0.0 REF 50 -67.3 1-1/2 11 5 0 123 1 8 11 12.1 fps 25.1 PATH 8 1.650 11 1 0 29'0" 0.184 28.2 K =-13.43 79.6 120 DT 0 152 1 8 11 1'4" 0.6 REF A2 67.3 311 0 0 2 '4" 5.4 fps 53.8 PATH 8 3.340" 1 .0 22 1 8 11 0.018 0.5 K = 9.17 146.9 120 DF 0 25'0" 0" 0.0 CONTINUED 54.3 psi r I NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 REMOTE AREA #1 FLOW (GPM) PIPE # OF FITS LENGTH FEET 8/14/98 11 .:4 PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE ID 90 45 T LT OTHER PIPE FITTINGS TOTAL VELOCITY Pt Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS K FACTOR PIPE c ·TYPE LOSS PSI/FT Pf ELEVATION Pe PATH 1 FROM HYDRAULIC REFERENCE 2 TOW (SUPPLY -DRAWING REF. "W") CONTINUED REF Bl REF W 4 " 4.328" 146.9 120 DF 146.9 gpm 0 1 2 0 0 169'3" 62'7" 231'10" PATH 1 K = 19.71 PATH 2 FROM HYDRAULIC REFERENCE 1 TO 56 HEAD 1 19.8 1" 1.087" 120 DT 0.15 gpm/sq ft K = 5.60 19.8 REF 57 REF 56 1-1/4" 1.416" 19.8 120 DT 19.8 gpm 1 0 1 0 0 0 0 0 0 0 PATH 2 K = 1' 1" 7 I 0 11 8 I 1 11 11" 0" 11" 6.65 PATH 3 FROM HYDRAULIC REFERENCE 3 TO 55 HEAD 3 20.3 0.16 gpm/sq ft K = 5.60 20.3 1 II 1.087 11 120 DT REF 55 20.3 gpm 0 0 1 0 0 PATH 3 K = 4 I 9 11 5 I O II 9 I 9 11 6.55 PATH 4 FROM HYDRAULIC REFERENCE 4 TO 54 HEAD 4 20.7 0.16 gpm/sq ft K = 5.60 20.7 1" 1.087" 120 DT REF 54 20.7 gpm 1 0 1 0 0 PATH 4 K = 2 I 5 11 7 I 0 11 9 I 5 II 6.41 3.2 fps 0.005 0" 6.9 fps 0.107 5" 4.1 fps 0.030 0" 7.1 fps 0.113 0" 7.2 fps 0.117 5" 54.3 1. 2 0.0 55.5 psi 7.8 0.9 0.2 8.8 0.0 0.0 8.8 psi 8.5 1.1 0.0 9.6 psi 9.2 1.1 0.2 10.4 psi 7.8 -180" -4.7 180" 12.5 24" 8.5 -175 11 -4.6 175" 13.2 5" 9.2 -180" -4.5 180" 13.7 24" NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 8/14/98 11:4 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE c ·TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 5 TO 53 HEAD 5 21.2 1" 1 0 11 1 5 11 7.4 fps 10.0 10.0 -175 11 0.16 .gpm/sq ft 1.087 11 1 0 7 I O II 0.122 2.3 -4.3 175" K = 5.60 21.2 120 DT 0 18'5 11 011 0.0 14.4 24 II REF 53 21.2 gpm PATH 5 K = 6.05 12.3 psi PATH 6 FROM HYDRAULIC REFERENCE 6 TO 52 HEAD 6 21.5 1" 1 0 1'2" 7.5 fps 13.2 13.2 -73 II 0.17 gpm/sq ft 1.087 11 1 0 7 I 0 11 0.126 1.0 -1. 6 73 II K = 5.60 21.5 120 DT 0 8 I 2 II 511 0.2 14.8 24" REF 52 21.5 gpm PATH 6 K = 5.68 14.4 psi PATH 7 FROM HYDRAULIC REFERENCE 7 TO 51 HEAD 7 23.8 l" 1 0 11 11 8.3 fps 14.1 14.1 -180" 0.18 gpm/sq ft 1.087" 1 0 7 I 0 11 0.151 1.2 -3.9 18011 K = 5.60 23.8 120 DT 0 7'11 11 5" 0.2 18.1 24" REF 51 23.8 gpm PATH 7 K = 6.04 15.5 psi PATH 8 FROM HYDRAULIC REFERENCE 50 TO A2 REF 50 67.3 1-1/2" 0 0 173 1 4 11 10.2 fps 25.1 PATH 1 1.650" 4 0 33'0" 0.135 27.9 K =13.43 67.3 120 DT 0 206'4" 1'4" 0.6 REF Al 3 II 0 0 52'0" 2.5 fps 53.6 3.340" 0 0 0" 0.004 0.2 67.3 120 DF 0 52'0 11 0" 0.0 REF A2 67.3 gpm PATH 8 K = 9.17 53.8 psi r .... .. NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 HYDRAULI-C -DESIGN · INFORMATION SHEET Job Name: Location: NAI 1ST FLR. WET 5759 FLEET ST. CARLSBAD, CA SYSTEM AREA #3 8/14/98 Drawing Date: Remote Area Number: 3 12:3 Contractor: 8/12/98 CONSOLIDATED 6108 AVENIDA C~LSBAD, CA FIREPROTECTION~ INC. Telephone:760 431 9901 Designer: JIM MADDEN Calculated By:SprinkCALC ENCINAS csc Systems & Design Construction: V-N Occupancy:OFFICE, R&D, MN Reviewing Authorities:CARLSBAD FIRE DEPT. SYSTEM DESIGN Code:NFPA 13, 1996 Hazard:ORD. HAZ. GRP I System Type:WET Area of Sprinkler Operation 1500 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.15 Mak€: Model:A Area per Sprinkler 130 sq ft Size: 1/2" K-Factor: 5. 60 Hose Allowance Inside 100 gpm Temperature Rating:162 Hose Allowance Outside 150 gpm CALCULATION SUMMARY gpm Required: .645. 8 psi Required~ 73. 2 @ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 96.0 psi 78.0 psi 1500 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: Location: 5759 FLEET ST. Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 436 Gallons Notes: O gpm 0.0 psi 0 Tank or Reservoir Capacity O gal Elevation O Well Proof Flow O gpm NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 LEGEND 8/14/98 HYD REF K FACTOR SIZE ID C TYPE # FITS Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diamecer of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 12:3 90 -90 deg Ell 45 -45 deg Ell T -Tee. LT -Long Turn 90 Ell Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: SPEC -Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf= 1 x 4.52 x (Q/C)Al.85 / IDA4.87 Pressure due to change in elevation where Pe= 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 No_rmal pressure (psi) where Pn = Pt -Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. -Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NFPA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source. -Later Paths are from the next most remote head back to previously defined paths i NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 HYDRAULIC .CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID 8/14/98 12:3 FLOW LOSS gpm psi TOTALS Hydr Ref W Requ~red at Hyd Area 3 396 58.0 psi 1 4" Grvd 90 Ell 10' 120 4.000 396 0.5 1 4" Grvd Butterfly Valve CSC "BFV" 14' 120 4.000 396 0.7 1 Pipe 4" DFx24 " 13' 120 4.328 396 0.4 Elevation Change 13'4" 5.8 Total Loss for THRU RISER 7.4 Hydr Ref BOR Required at BOR 396 65.3 Fixed Flow INSIDE HOSE ALLOW 100 gpm 1 Pipe 8 11 Dix18 40' 140 8.390 496 0.1 1 Pipe 8 11 Dix20 DI EQFT. 4E,T 107' 140 8.390 496 0.2 1 8" Flngd Back Flow Valve CHART LOSS 496 7.0 Fixed Flow Outside Hose Allowan 150 gpm 1 Pipe 8 11 PVx20 CLASS 150 PVC 190' 150 7.921 646 0.5 1 Pipe 8 11 Dix20 DI EQFT. 2EE,T 53' 140 8.390 646 0.1 1 8" Flngd Gate Valve CSC "722U" 4' 120 8.000 646 0.0 Total Loss for THRU UNDERGROUND 7.9 Hydr Ref Rl Required at CITY CONNECTION 646 73.2 Water Source 96.0 psi static, 78.0 psi residual@ 1500 gpm 646 gpm 92.2 ======= SAFETY PRESSURE Available Pressure of 92.2 psi Exceeds Required Pressure of 73.2 psi This is a safety margin of 19.0 psi or 26 % of Supply Maximum Water Velocity is 20.0 fps i - 19.0 psi psi psi psi psi psi NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 8/14/98 12:3 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C ·TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 91 TO w (SUPPLY -DRAWING REF. "W") HEAD 91 19.5 1" 0 0 6 1 6 11 6.8 fps 10.5 10.5 -68" 0.15 gpm/sq ft 1.087" 0 0 0" 0.104 0.7 -1. 7 68" K = 5.60 19.5 120 DT 0 6 1 6 11 0" 0.0 12.1 24 II HEAD 92 19.8 1-1/4" 0 0 1'4" 8.1 fps 11.1 11.1 -68 II 0.15 gpm/sq ft 1.416" 1 0 6 1 0" 0.105 0.8 -1. 3 68" K = 5.60 39.2 120 DT 0 71411 0" 0.0 12.4 60" REF 111 19.8 1-1/4" 0 0 11'3" 12.1 fps 11.9 PATH 2 1.416" 0 0 0" 0.223 2.5 K = 5.73 59.0 120 DT 0 11'311 0" 0.0 REF 110 23.2 1-1/2" 0 0 8 I O II 12.5 fps 14.4 PATH 3 1.650" 0 0 0" 0.196 1.6 K = 6.11 82.2 120 DT 0 8 1 0" 011 0.0 REF 109 24.1 1-1/2 11 0 0 10 111 11 16.1 fps 16.0 PATH 5 1.650" 0 0 0" 0.315 3.4 K = 6.02 106.3 120 DT 0 10'11 11 0" 0.0 REF 108 25.8 1-1/2" 1 0 29'10 11 20.0 fps 19.4 PATH 9 1.650 11 1 0 13'0" 0.471 20.2 K = 5.84 132.0 120 DT 0 42'10" 1'4" 0.6 REF C3 263.7 3 II 0 0 11'2" 14.6 fps 40.2 PATH 4 3.340 11 0 0 011 0.116 1.3 K =41. 62 395.8 120 DF 0 11 12 11 011 0.0 REF Al 311 0 0 52'0" 14.6 fps 41.5 3.340" 0 0 0" 0.116 6.0 395.8 120 DF 0 52 1 0 11 0" 0.0 REF A2 311 0 0 2 1 4 11 14.6 fps 47.5 3.340 11 1 0 22 1 8 11 0.116 2.9 395.8 120 DF 0 25 10 11 0" 0.0 CONTINUED 50.4 psi i NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 REMOTE AREA #3 FLOW (GPM) PIPE # OF FITS LENGTH FEET 8/14/98 12:3 PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE ID 90 45 T LT OTHER PIPE FITTINGS TOTAL VELOCITY Pt Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS K FACTOR PIPE c ·TYPE LOSS PSI/FT Pf ELEVATION Pe PATH 1 FROM HYDRAULIC REFERENCE 91 TOW (SUPPLY -DRAWING REF. "W") CONTINUED REF Bl REF W 4" 4.328" 395.8 120 DF 395.8 gpm 0 1 2 0 0 169'3" 62'7" 231'10" PATH 1 K = 51.99 8.7 fps 0.033 0" PATH 2 FROM HYDRAULIC REFERENCE 93 TO 111 HEAD 93 19.8 0.15 gpm/sq ft K = 5.60 19.8 1" 1.087" 120 DT REF 111 19. 8 gpm 0 0 1 0 0 PATH 2 K = 5' 1" 5' 0" 10'1" 5.73 6.9 fps 0.107 0" PATH 3 FROM HYDRAULIC REFERENCE 94 TO 110 HEAD 94 23.2 0.18 gpm/sq ft K = 5.60 23.2 1" 1.087" 120 DT REF 110 23. 2 gpm 1 0 1 0 0 PATH 3 K = 11" 7' 0" 7'11" 6.11 8.1 fps 0.144 5" PATH 4 FROM HYDRAULIC REFERENCE 83 TO C3 HEAD 83 22.5 1" 1.087" 120 DT 0.17 gpm/sq ft K = 5.60 22.5 REF 107 PATH 6 K = 5.67 REF 106 PATH 8 K = 5.59 CONTINUED 23.3 1-1/4" 1.416" 45.8 120 DT 24.2 1-1/4" 1.416" 70.0 120 DT 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 14'7" 2' 0" 16'7" 7.8 fps 0.136 0" 9'8" 9.4 fps 3'0" 0.140 12 I 8 11 0" 4'5" 14.4 fps 0" 0.307 4' 5" 0" i 50.4 7.6 0.0 58.0 psi 10.8 1.1 0.0 11.9 psi 13.1 1.1 0.2 14.4 psi 14.7 2.3 0.0 16.9 1.8 0.0 18.7 1.4 0.0 20.1 psi 10.8 -1. 6 12.5 -68 II 68" 24" 13.1 -180" -4.1 180" 17.2 24" 14.7 -68" -1.4 68" 16.1 24" NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 REMOTE AREA #3 FLOW (GPM) PIPE HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE # OF FITS 90 45 T LT OTHER LENGTH FEET PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PATH 4 FROM HYDRAULIC REFERENCE 83 TO C3 CONTINUED REF 105 47.7 PATH 7 · K =10.65 117.7 REF 104 25.3 PATH 10 K = 5.56 143.1 REF 103 28.4 PATH 11 K = 5.73 171.4 REF 102 29.6 PATH 12 K = 5.67 201.1 REF C2 62.7 PATH 13 K = 9.94 263.7 1-1/2" 1.650" 120 DT 2" 2.115" 120 DT 2" 2.115" 120 DT 2" 2.115" 120 DT 3 II 3.340" 120 DF REF C3 263.7 gpm 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1' 8" 0" 1' 8" 18'9" 5 I 0 11 23'9" 12'0" 0" 12'0" 17'10" 21'2" 39'0" 6 I 6 11 011 6 1 6 11 PATH 4 K = 41.62 PATH 5 FROM HYDRAULIC REFERENCE 95 TO 109 HEAD 95 24.1 0.19 gpm/sq ft K = 5.60 24.1 1 II 1.087 11 120 DT REF 109 24.1 gpm 1 0 1 0 0 PATH 5 K = 11" 7 I 0 11 7'11" 6.02 PATH 6 FROM HYDRAULIC REFERENCE 84 TO 107 HEAD 84 23.3 0.18 gpm/sq ft K = 5.60 23.3 1 II 1.087" 120 DT REF 107 23. 3 gpm 0 0 1 0 0 PATH 6 K = 1' 4" 5 I 0 11 6 I 4 II 5.67 i 17.8 fps 0.381 0" 13.2 fps 0.163 0" 15.8 fps 0.228 0" 18.5 fps 0.306 1'4" 9.8 fps 0.055 0" 8.4 fps 0.154 5" 8.1 fps 0.146 0" 8/14/98 12:3 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD Pt Pf Pe 20.1 0.6 0.0 20.7 3.9 0.0 24.6 2.7 0.0 27.3 11.9 0.6 39.8 0.4 0.0 Pt Pv Pn 40.2 psi 14.6 1. 2 0.2 16.0 psi 16.0 0.9 0.0 16.9 psi Pn ELEV Pdrop PIPE Phead FITS 14.6 -180" -3.9 180" 18.5 24" 16.0 -1. 3 17.4 -68" 68" 24" NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 REMOTE AREA #3 FLOW (GPM) PIPE # OF FITS LENGTH FEET HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE 90 45 T LT OTHER PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PATH 7 FROM HYDRAULIC REFERENCE 86 TO 105 HEAD 86 23.6 0.18 gpm/sq ft K = 5.60 23.6 HEAD 87 24.1 0.19 gpm/sq ft K = 5.60 47.7 1" 1.087" 120 DT 1-1/4" 1.416" 120 DT REF 105 47. 7 gpm 0 0 0 0 0 0 0 1 0 0 9 I 0 11 0" 9 I O II 8 I 5 11 6'10" 15'3" PATH 7 K = 10.65 PATH 8 FROM HYDRAULIC REFERENCE 85 TO 106 HEAD 85 24.2 0.19 gpm/sq ft K = 5.60 24.2 1 II 1.087" 120 DT REF 106 24. 2 gpm 1 0 1 0 0 PATH 8 K = 1' 0 11 7 t O II 8 I 0 11 5.59 PATH 9 FROM HYDRAULIC REFERENCE 96 TO 108 HEAD 96 25.8 0.20 gpm/sq ft K = 5.60 25.8 1 II 1.08711 120 DT REF 108 25. 8 gpm 1 0 1 0 0 PATH 9 K = 2 I 5 11 7 I 0 11 9 I 5 11 5.84 PATH 10 FROM HYDRAULIC REFERENCE 88 TO 104 HEAD 88 25.3 0.19 gpm/sq ft K = 5.60 25.3 1 II 1.08711 120 DT REF 104 25.3 gpm 1 0 1 0 0 PATH 10 K = l' 1 11 7 I 0 11 8 I 1 11 5.56 r 8.2 fps 0.149 0" 9.8 fps 0.151 011 8.4 fps 0.156 5" 9.0 fps 0.175 5" 8.8 fps 0.169 511 8/14/98 12:3 PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD Pt Pf Pe 16.4 1.3 0.0 17.8 2.3 0.0 Pt Pv Pn 20.1 psi 17.3 1.2 0.2 18.7 psi 17.6 1.6 0.2 19.4 psi 19.2 1.4 0.2 20.7 psi Pn ELEV Pdrop PIPE Phead FITS 16.4 -68 11 -1.3 68 11 17.8 24 11 17.8 -68 11 -0.8 68" 18.6 60" 17.3 -1.4 18.7 -73 II 73 II 24" 17.6 -180 11 -3.5 18011 21.1 24" 19.2 -1. 3 20.4 -73 II 73" 24" NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 8/14/98 12:3 REMOTE AREA #3 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE c ·TYPE OTHER . TOTAL ELEVATION Pe Pn Phead FITS PATH 11 FROM HYDRAULIC REFERENCE 89 TO 103 HEAD 89 28.4 l" 1 0 11" 9.9 fps 22.7 22.7 -180" 0.22 .gpm/sq ft 1.087" 1 0 7' 0" 0.209 1. 7 -3.0 180" K = 5.60 28.4 120 DT 0 7'11" 5" 0.2 25.7 24 II REF 103 28.4 gpm PATH 11 K = 5.73 24.6 psi PATH 12 FROM HYDRAULIC REFERENCE 90 TO 102 HEAD 90 29.6 l" 1 0 11" 10.3 fps 25.3 25.3 -180" 0.23 gpm/sq ft 1.087" 1 0 7 ' 0 " 0.226 1. 8 -2.7 180" K = 5.60 29.6 120 DT 0 7'11" 5" 0.2 28.0 24" REF 102 29.6 gpm PATH 12 K = 5.67 27.3 psi PATH 13 FROM HYDRAULIC REFERENCE 82 TO C2 HEAD 82 30.9 l" 2 0 12'11" 10.8 fps 28.1 28.1 -180 11 0.24 gpm/sq ft 1.087" 0 0 4 I O II 0.244 4.1 -2.3 180 11 K = 5.60 30.9 120 DT 0 16'11" 511 0.2 30.4 24 II REF 101 31.8 1-1/4" 0 0 16'6" 12.9 fps 32.4 PATH 14 1.416" 1 0 6 I O II 0.250 5.6 K = 5.59 62.7 120 DT 0 22 1 6 11 0" 0.0 REF 100 1-1/2" 0 0 1' 4" 9.5 fps 38.0 1.650" 1 0 9 ' 0 " 0.119 1.2 62.7 120 DT 0 10'4" 1'4" 0.6 REF Cl 3" 0 0 9' 0" 2.3 fps 39.8 3.340" 0 0 0" 0.004 0.0 62.7 120 DF 0 9' 0" 011 0.0 REF C2 62.7 gpm PATH 13 K = 9.94 39.8 psi i NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 REMOTE AREA #3 FLOW (GPM) PIPE HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE # OF FITS 90 45 T LT OTHER LENGTH FEET PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PATH 14 FROM HYDRAULIC REFERENCE 81 TO 101 HEAD 81 31.8 0.24 .gpm/sq ft K = 5.60 31.8 1" 1.087" 120 DT REF 101 31.8 gpm 1 0 1 0 0 PATH 14 K = 11" 7 I O II 7'11" 5.59 i 11.1 fps 0.258 5" 8/14/98 12:3 PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD Pt Pf Pe 30.1 2.0 0.2 Pt Pv Pn 32.4 psi Pn ELEV Pdrop PIPE Phead FITS 30.1 -180" -2.1 180" 32.3 24" NAI 1ST FLR. WET SYSTEM AREA #3 Drawing Date:8/12/98 8/14/98 12:3 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ' PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 91 TO w (SUPPLY -DRAWING REF. "W") HEAD 91 19.5 1" 0 0 6 I 6 11 6.8 fps 10.5 10.5 -68" 0.15 gpm/sq ft 1.087" 0 0 0" 0.104 0.7 -1.7 68 II K = 5.60 19.5 120 DT 0 6 I 6 11 011 0.0 12.1 24 11 HEAD 92 19.8 1-1/4" 0 0 1 1 4 11 8.1 fps 11.1 11.1 -68 II 0.15 gpm/sq ft 1.416" 1 0 6 I O II 0.105 0.8 -1. 3 68 11 K = 5.60 39.2 120 DT 0 7 I 4 11 011 0.0 12.4 60 II REF 111 19.8 1-1/4" 0 0 11'3" 12 ·.1 fps 11.9 PATH 2 1.416" 0 0 0" 0.223 2.5 K = 5.73 59.0 120 DT 0 11 1 3 11 0" 0.0 REF 110 23.2 1-1/2 11 0 0 8 I 0 11 12.5 fps 14.4 PATH 3 1.650 11 0 0 011 0.196 1.6 K = 6.11 82.2 120 DT 0 8 I 0 11 011 0.0 REF 109 24.1 1-1/2 11 0 0 10'11" 16.1 fps 16.0 PATH 5 1.650 11 0 0 011 0.315 3.4 K = 6.02 106.3 120 DT 0 10'1111 011 0.0 REF 108 25.8 1-1/2" 1 0 29'10" 20.0 fps 19.4 PATH 9 1.650" 1 0 13'0" 0.471 20.2 K = 5.84 132.0 120 DT 0 42'10" 1'4" 0.6 REF C3 263.7 3 II 0 0 11'2" 14.6 fps 40.2 PATH 4 3.340" 0 0 0" 0.116 1.3 K =41. 62 395.8 120 DF 0 11'2" 0" 0.0 REF Al 3" 0 0 52'0" 14.6 fps 41.5 3.340" 0 0 0" 0.116 6.0 395.8 120 DF 0 52'0" 0" 0.0 ~EF A2 3" 0 0 2 I 4 11 14.6 fps 47.5 3.340" 1 0 22'8" 0.116 2.9 395.8 120 DF 0 25'0" 0" 0.0 :ONTINUED 50.4 psi 't: NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 HYDRAULIC DESIGN INFORMATION SHEET Job Name: NAI FIRST FLOOR PREACTION Location: 5759 FLEET STREET 8/26/98 15: 8 Drawing Date: 8/12/98 Remote Area Number: 1 Contractor: CONSOLIDATED FIREPROTECTION, INC. Telephone:760 431 9901 6108 AVENIDA ENCINAS CARLSBAD, CA Designer: JIM MADDEN Calculated By:SprinkCALC csc Systems & Design Construction: V-N Reviewing Authorities:CARLSBAD FIRE DEPT. SYSTEM DESIGN Occupancy:OFFICE, R&D, MN Code:NFPA 13, 1996 Hazard:ORD. GRP. I System Type:DRY Area of Sprinkler Operation 1500 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.15 Make:CSC Model:GB Area per Sprinkler 130 sq ft Size:1/2" K-Factor: 5.60 Hose Allowance Inside 100 gpm Temperature Rating:155 Hose Allowance Outside 150 gpm CALCULATION SUMMARY gpm Required: 597.9 psi Required: 79.3@ CITY CONNECTION WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 96.0 psi 78.0 psi 1500 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: Location: 5759 FLEET ST. Source of Information: CARLSBAD F.D. SYSTEM VOLUME 467 Gallons Notes: i 0 gpm 0.0 psi 0 Tank or Reservoir Capacity O gal Elevation O Well Proof Flow O gpm NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 1 1 6" Grvd 90 Ell ' 14' 120 6.000 6.000 6.357 1 6" Grvd Butterfly Valve CSC "BFV" 10' 120 1 Pipe 6 11 10x21 · 15' 120 Hydr Ref Rl 1 Pipe 8 11 Dix18 1 Pipe 8" Dix20 1 8 11 Flngd Back 1 Pipe 8 11 PVx20 1 Pipe 8 11 Dix20 1 8 11 Flngd Gate Elevation Change 15'0" Total Loss for THRU RISER Required at BOR Fixed Flow INSIDE HOSE 40' 140 107' 140 CHART LOSS 8.390 8.390 Flow Outside Hose Allowan 190L 150 7.921 DI EQFT. 4E,T Flow Valve Fixed CLASS 150 PVC DI EQFT. 2EE,T Valve CSC "722U" 53' 140 8.390 4 1 120 8.000 Total Loss for THRU UNDERGROUND Hydr Ref R2 Required at CITY.CONNECTION Water Source 96.0 psi static, 78.0 psi residual@ 1500 gpm SAFETY PRESSURE 8/26/98 15: 8 FLOW LOSS gpm psi TOTALS 348 348 348 348 348 100 448 448 448 150 598 598 598 598 0.1 0.1 0.1 6.5 gpm 0.0 0.1 7.0 gpm 0.5 0.1 0.0 64.8 psi 6.7 psi 71. 5 psi 598 gpm 7.8 psi 79.3 psi 92.7 psi ======= 13.5 psi Available Pressure of 92.7 psi Exceeds Required Pressure of 79.3 psi This is a safety margin of 13.5 psi or 17 % of Supply Maximum Water Velocity is 20.8 fps i NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 LEGEND 8/26/98 15: 8 HYD REF K FACTOR SIZE Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 -90 deg Ell 45 -45 deg Ell T -Tee LT -Long Turn 90 Ell SPEC -Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf= 1 x 4.52 x (Q/C)~l.85 / IDA4.87 Pressure due to change in elevation where Pe= 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q~2/ID~4 Normal pressure (psi) where Pn = Pt -Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. -Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. -Calculations conform to NFPA 13 edition. -Velocity Pressures are not considered in these Calculations -Path #1 is from the most remote head back to the water source. -Later Paths are from the next most remote head back to previously defined paths r NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 8/26/98 15: 8 REMOTE AREA #1 FLOW {GPM) PIPE HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE # OF FITS 90 45 T LT OTHER LENGTH FEET PIPE FITTINGS TOTAL PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt LOSS PSI/FT Pf ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TOW {SUPPLY -DRAWING REF. "W") HEAD 11 17.7 1" 1.087" 100 DT 0.20 _gpm/sq ft K = 5.60 17.7 REF 31 PATH 2 K = 5.65 REF 30 PATH 3 K = 5.60 REF 29 PATH 10 K = 5.50 REF 28 PATH 12 K = 5.36 18.5 1-1/4 11 1.416" 36.2 100 DT 19.4 1-1/4 11 1.416 11 55.7 100 DT 22.0 1-1/4 11 1.416 11 77.6 100 DT 23.4 1-1/411 1.41611 101.1 100 DT REF A4 246.8 311 3.260 11 100 10 PATH 4 AND 16 K =49.45 347.9 REF A5 REF W 4" 4.260" 347.9 100 10 347 .9 gpm 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 8 0 0 0 0 0 1 2 0 0 12'9 11 4 I 0 11 16 1 9 11 10 1 0 11 011 10'0" 14 .1 0 11 011 14 1 0 11 6 I O II 011 6 I 0 11 2 I 0 11 4'10" 6'10 11 122 1 5 11 53'911 176 1 1 11 320 1 8 11 41 1 4 11 362 1 0 11 PATH 1 K = 43.21 PATH 2 FROM HYDRAULIC REFERENCE 12 TO 31 HEAD 12 18.5 0.21 gpm/sq ft K = 5.60 18.5 111 1.087 11 100 DT REF 31 18 .5 gpm 1 0 1 0 0 PATH 2 K = 911 7 I 0 11 7 I 9 II 5.65 i 6.2 fps 0.123 511 7.5 fps 0.127 0" 11. 5 fps 0.281 011 16.0 fps 0.520 011 20.8 fps 0.847 011 13.5 fps 0.144 1' 1 11 7.9 fps 0.039 011 6.5 fps 0.133 5 II 8.5 2.1 0.2 10.8 1.3 0.0 12.0 3.9 0.0 16.0 3.1 0.0 19.1 5.8 0.0 24.9 25.3 0.5 50.7 14.1 0.0 64.8 psi 9.6 1.0 0.2 10.8 psi 8.5 .-66 11 -1.5 66" 10.0 24 11 9.6 -1.4 10.9 -66" 66 11 24" NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 8/26/98 15: 8 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C ·TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 13 TO 30 HEAD 13 19.4 1" 1 0 911 6.8 fps 10.7 10.7 -66" 0.22 gpm/sq ft 1. 087" 1 0 7 I 0 11 0.145 1.1 -1.3 66" K = 5.60 19.4 100 DT 0 7 I 9 11 511 0.2 12.0 24" REF 30 19.4 gpm PATH 3 K = 5.60 12.0 psi PATH 4 FROM HYDRAULIC REFERENCE 1 TO A4 HEAD 1 19.5 111 2 0 10 1 9 11 6.8 fps 10.8 10.8 -66 11 0.15 gpm/sq ft 1.087 11 0 0 4 I 0 11 0.146 2.2 -1.3 66 11 K = 5.60 19.5 100 DT 0 14'911 511 0.2 12.1 24 11 REF 22 20.2 1-1/411 0 0 10 1 0 11 8.2 fps 13.2 PATH 6 1.416 11 0 0 011 0.150 1.5 K = 5.56 39.7 100 DT 0 10 1 0 11 011 0.0 REF 21 21.2 1-1/411 0 0 11 1 4 11 12.5 fps 14.7 PATH 8 1.41611 0 0 011 0.331 3.8 K = 5.53 60.8 100 DT 0 11 1 4 11 011 0.0 REF 20 23.4 1-1/411 0 0 2 I 6 II 17.3 fps 18.4 PATH 11 1.416" 1 0 4'10" o .. 605 4.5 K = 5.46 84.3 100 DT 0 7 I 5 11 011 0.0 REF Al 25.4 2-1/211 0 0 8 I O II 6.5 fps 22.9 PATH 14 2.63511 0 0 011 0.048 0.4 K = 5.32 109.7 100 10 0 8 I 0 11 011 0.0 REF A2 110.6 2-1/2 11 0 0 9 I O II 13.1 fps 23.3 PATH 5 AND 15 2.635 11 0 0 0" 0.174 1.6 K =22.92 220.3 100 10 0 9 I QII 0" 0.0 REF A3 3 II 0 0 1 1 0 11 8.5 fps 24.8 3.260" 0 0 011 0.062 0.1 220.3 100 10 0 1' 0 11 011 0.0 REF A4 220.3 gpm PATH 4 K = 44.14 24.9 psi i NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 8/26/98 15: 8 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 6 TO A2 HEAD 6 19.7 1" 2 0 10'9" 6.9 fps 11. 0 11.0 -66" 0.15 _gpm/sq ft 1.087" 0 0 4 I 0 11 0.148 2.2 -1. 3 66" K = 5.60 19.7 100 DT 0 14'9" 5" 0.2 12.3 24" REF 26 20.3 1-1/4" 0 0 10'0" 8.2 fps 13.4 PATH 7 1.416" 0 0 0" 0.152 1.5 K = 5.56 40.0 100 DT 0 10'0" 0" 0.0 REF 25 21.3 1-1/4" 0 .o 11.'4" 12 .6 fps 14.9 PATH 9 1.416" 0 0 0" 0.336 3.8 K = 5.52 61.3 100 DT 0 11'4" 0" 0.0 REF 24 23.6 1-1/4" 0 0 2 I 6 11 17.5 fps 18.7 PATH 13 1.416" 1 0 4'10" 0.614 4.5 K = 5.45 84.9 100 DT 0 7'5" 0" 0.0 REF A2 84.9 gpm PATH 5 K = 17.60 23.3 psi PATH 6 FROM HYDRAULIC REFERENCE 2 TO 22 HEAD 2 20.2 1" 1 0 9" 7.0 fps 11.8 11.8 -66" 0.16 gpm/sq ft 1.087" 1 0 7 I 0 11 0.156 1.2 -1. 2 66" K = 5.60 20.2 100 DT 0 7 I 9 11 5" 0.2 13.0 . 24" REF 22 20.2 gpm PATH 6 K = 5.56 13.2 psi PATH 7 FROM HYDRAULIC REFERENCE 7 TO 26 HEAD 7 20.3 1" 1 0 9" 7.1 fps 12.0 12.0 -66" 0.16 gpm/sq ft 1.087" 1 0 7 I 011 0.158 1.2 -1. 2 66" K = 5.60 20.3 100 DT 0 7 I 9 II 5" 0.2 13.2 24" REF 26 20.3 gpm PATH 7 K = 5.56 13.4 psi r JAI FIRST FLOOR PREACTION Drawing Date:8/12/98 ~EMOTE AREA #1 FLOW (GPM) PIPE # OF FITS LENGTH FEET :-!YD REF OUTLET K FACTOR PIPE SIZE ID C TYPE 90 45 T LT OTHER PIPE FITTINGS TOTAL VELOCITY LOSS PSI/FT ELEVATION PATH 8 FROM HYDRAULIC REFERENCE 3 TO 21 HEAD 3 21.2 0.16 gpm/sq ft K = 5.60 21.2 1" 1.087" 100 DT REF 21 21.2 gpm 1 0 1 0 0 PATH 8 K = 9" 7' 0" 7 ' 9 " 5.53 PATH 9 FROM HYDRAULIC REFERENCE 8 TO 25 HEAD 8 21.3 0.16 gpm/sq ft K = 5.60 21.3 1" 1.087" 100 DT REF 25 21.3 -gpm 1 0 1 0 0 PATH 9 K = 9" 7' 0" 7' 9" 5.52 PATH 10 FROM HYDRAULIC REFERENCE 14 TO 29 HEAD 14 22.0 0.24 gpm/sq ft K = 5.60 22.0 1" 1.087" 100 DT REF 29 22.0 gpm 1 0 1 0 0 PATH 10 K = 9" 7' 0" 7' 9" 5.50 PATH 11 FROM HYDRAULIC REFERENCE 4 TO 20 HEAD 4 23.4 0.18 gpm/sq ft K = 5.60 23.4 1" 1.087" 100 DT REF 20 23.4 gpm 1 0 1 0 0 PATH 11 K = 9" 7' 0" 7' 9" 5.46 r 7.4 fps 0.170 5" 7.4 fps 0.173 5" 7.7 fps 0.183 5" 8.2 fps 0.205 5" 8/26/98 15: 8 PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD Pt Pf Pe 13.2 1.3 0.2 Pt Pv Pn 14.7 psi 13.4 1.3 0.2 14.9 psi 14.4 1.4 0.2 16.0 psi 16.6 1.6 0.2 18.4 psi Pn ELEV Pdrop PIPE Phead FITS 13.2 -1.1 14.3 13.4 -1.1 14.5 14.4 -1.0 15.4 16.6 -0.8 17.5 -66" 66" 24" -66" 66" 24" -66" 66 11 24" -66" 66" 24'' ____, qAI FIRST FLOOR PREACTION Drawing Date:8/12/98 8/26/98 15: 8 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 15 TO 28 HEAD 15 23.4 1" 1 0 4'0" 8.2 fps 16.7 16.7 -66" 0.26 _gpm/sq ft 1.087" 1 0 7 I 0 11 0.205 2.3 -0.8 66 11 K = 5.60 23.4 100 DT 0 11'0" 5" 0.2 17.5 24" REF 28 23.4 gpm PATH 12 K = 5.36 19.1 psi PATH 13 FROM HYDRAULIC REFERENCE 9 TO 24 HEAD 9 23.6 1" 1 0 9" 8.2 fps 16.9 16.9 -66" 0.18 gpm/sq ft 1.087" 1 0 7 I 0 11 0.208 1.6 -0.8 66" K = 5.60 23.6 100 DT 0 7 I 9 11 511 0.2 17.8 24" REF 24 23.6 gpm PATH 13 K = 5.45 18.7 psi PATH 14 FROM HYDRAULIC REFERENCE 5 TO Al HEAD 5 25.4 1" 1 0 911 8.9 fps 20.0 20.0 -66" 0.20 gpm/sq ft 1.087" 1 0 7 I O II 0.239 1.9 -0.6 66 II K = 5.60 25.4 100 DT 0 7 I 9 II 511 0.2 20.6 24" REF 23 1-1/4" 0 0 7 I 6 11 5.2 fps 22.1 1.416" 1 0 4'1011 0.066 0.8 25.4 100 DT 0 12'4 11 0" 0.0 REF Al 25.4 gpm PATH 14 K = 5.32 22.9 psi PATH 15 FROM HYDRAULIC REFERENCE 10 TO A2 HEAD 10 25.6 1" 1 0 911 9.0 fps 20.4 20.4 -66 11 0.20 gpm/sq ft 1.087" 1 0 7 I 0 11 0.243 1.9 -0.6 66 11 K = 5.60 25.6 100 DT 0 7 I 9 11 5" 0.2 21. 0 24 II REF 27 1-1/4" 0 0 7 I 6 11 5.3 fps 22.5 1.416" 1 0 4'10" 0.067 0.8 25.6 100 DT 0 12'411 0" 0.0 REF A2 25.6 gpm PATH 15 K = 5 ►31 23.3 psi r I . .._ ' ,. NAI FIRST FLOOR PREACTION Drawing Date:8/12/98 8/26/98 15: 8 REMOTE AREA #1 FLOW {GPM) PIPE HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE # OF FITS 90 45 T LT OTHER PATH 16 FROM HYDRAULIC REFERENCE HEAD 16 26.5 1 " 1 0 0.29 .gpm/sq ft 1.087" 1 0 K = 5. 6·0 26.5 100 DT 0 REF 32 1-1/4" 0 0 1.416" 1 0 26.5 100 DT 0 LENGTH FEET PIPE FITTINGS TOTAL 16 TO A4 9" 7' 0" 7' 9" 6' 0" 4'10" 10'10" PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt LOSS PSI/FT Pf ELEVATION Pe 9.3 fps 21. 9 0.258 2.0 5" 0.2 5.5 fps 24.1 0.071 0.8 0" 0.0 Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS 21.9 -6-6" -0.4 66" 22.4 24" REF A4 26.5 gpm PATH 16 K = 5 .31. 24.9 psi i