Loading...
HomeMy WebLinkAbout2235 PALOMAR AIRPORT RD; ; AS000193; Permit6/16/22, 2:19 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: Fees($) 696.25 AS000193 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS000193 2235 PALOMAR Status: ISSUED AIRPORT RD SPRINK Applied 12/4/2000 Approved: 12/14/2000 0 Issued: 12/14/2000 Inspector: CARLSBAD SELF STORAGE Owner: --- Add'I Fees ($) Total($) Balance($) 0 696.25 0 1/1 DEC-21-99 TUE 10:09 CARLSBAD FIRE DEPT FAX NO. 7609290256 -fP-(}OO//fJ P. 02 Check or fill in pertinent information for type of permit yW;;Ju re submitting. AS -Automatic Sp~~rs tf--1tSooot'f 3 Commercial Residential -----------Number of heads per syste;:i / System# C-Heads~ ·System# Heads __ System # Heads_ Systeqi_# __ Heads __ =: System# _ Heads ~ Syste_m # Heads __ Underground included for approval N ° f aid J Underground included for reference only •, ~~~-=-~-;;------;::,-r_,,.,.,,,--- FA -.Fire Alarm Te.n devices or less O ver 1 O devices fl of device ~-· ·_.__~------ CARLSBAD FIRE DEPAR Total Fees FS -Fixed Systems -Circle One Hood and Duct, Halon, Special Chemical Agent, Standpipe, Spray Booth, or Appliance Total Fees ·here may be an ndditionat charge of $50.00 per 1/2 hour for foi(cd inspections. :, Contractor lnfonnn.tion Name Address Cily. State 34:s tJ3'. {h ~ ~ ~ Lib)) G. L :f"Z--O tj Kind of License and Number C.-{ (t' Ccrliric~lc of lnsurnncc un fitc with r-irc Dept? Y or N Ousincss License on fitl! with City7 Y or N C Signature ? ~1---- ltcvised 02/23/98 -------- GENERAL NOTES 1) Authority having jurisdiction is the Carlsbad Fire Dept. phone: (7 t,o)c.., o 2 -4e,G.0: 2,' Proposed building: . . Cl1Y OF CARLSBAD · -three story self storage building FIRE DEPARTMENT -area:· 31,983 sq. ft. . APP.ROVED . 3) Cor.struction type: 2N sprinklered at stora lrlllJlat to field inspection and requ 4) Occupancy type: S-1 tests, notations hereon, conditions In ~ ,p~< '""' ~• T£.. 5) Hazard per NFP A 13 correspondence and conformance with · . . applicable regulatlOnL The ltlfflPlnD -Ordmary grp 2· .2 deoStty ot these plans 111111111 bl 1111d to permit • Quick Response heads used in accor nua1ppntye t1Mir wlal1l1 • II lllf 11w. L 1999NFPA 13 7-2.3.2.4 By -t\-~~ ~ \'l..(t~ ":>! ~ 4..t ~~ l!.-OfC.TE. l>£. t,.A i>,...,I\ -R~ot~e area adjuste<i. tQ: 922:~ sq. ft. PALoMA 1' -System calculated to .2/922.5 sq. ft. + 250 gpm hose allowance -130 sq. ft. maximum spacing 6) Construction type per NFP A .13 -Un-obstructed smooth clg -Flat. slab> pan-type reinforced concrete ·•." · -I" 'to J.2" maximum deflector distance I _ _j Vu:. 1 r-J liY HAP :ili[ # -~ GENERAL NOTES ~ ~ ~ ,S & EQUIPMENT TO BE NEW AND UL APPROVED. BRACING S~L BS PROVIDED PER NFPAPAM. 13 s & METIIOD.~-OF HANGING TO BE P£R ~APAM 13 )INING, THREADING.& WELDING SH.AU.. BE PER . t 13-.. , , .. , . ~RS RESPONSIBILITY TO PROVIDS ADEQUATE PR:SVEm WATER IN PIPES FROM FRBSZING ... . •. ~ , '·~~ . \ . \ CAR~~BAD 4$E.LF 2 2~.5 PALo~4" ~ARLSiSAb ·. ~A I W,Ntr-C SIM.STA S:OtrrnWSST A FIRE PROT£CTICt)ff. COMPANY ,-:-r-r, ...... ,...; !fl l! CA. LIC. # S1931~ CI6 .: .... ..;..:: r:: -~ ::T tf: ,:,·, :: !.!: il1 Di ·-1 .-·. ·-· -~ -,-:,,i,: ~i F: iJi Q.; +; .... ,· / ~-,;:S s-ro~A~E.. 41 R ··p~-~, RoA~ g4g_:NO. MARKET PLACE ESCONDIDO, CA 92029 '160-480 -9210 FAX -'480 -9231 ~~~~~ . ';·~: JOB# BY ,~At DAT£/ / 11 'tO/<>O SHEET# ~Of3 '1-ill UJ:-1 ::J..C !-.µUJ !1J o:-i·~.::r muor.n~c.c: :-: -~ ~ E Qj •••••••• I& ••• , iJi rG tJ -:-i x O .:1: m ::_:i C.: l.:J LL 3 _j uJ u 1...,1 •...,• " 1._.I ( . (T) ( ' ..-i .,....; .. u Ill .... ..... u fl.I ..c u 3 (J) (J1 l I ii: I I : i i ! ... .. ~ >·L m l Ul r-U 1 • I ,....., t r(l ~ U r .: T Ii r ·~ ~ [: .. DESIGN APPROACHES 13-85 Table 7-2.3.2.2 Discharge Criteria for Miscellaneous Storage and Storage 12 ft (3.7 m) or Less in Height,1 Commodity Classes I through IV (Connnued) Rolled Paper Stored on End Height of Storage Occupancy Group Heavy and medium weight To 8 ft OH-2 On floor, on tread or on side Over 8 ft to 12 ft EH-1 Tissue To 10 ft EH-1 Idle Pallet Storage4 Height of Storage Occupancy Group Single row rack, fixed To 6 ft wooden OH-2 To 4 ft plastic OH-2 For SI units, 1 ft= 0.3048 in. 1The design of the sprinkler system shall be based on the conditions that will routinely or periodically exist in the building creating the greatest water demand, including pile height and clearance. 2For rack storage, OH-2 + 1 level in rack shall also be permitted. The discharge criteria for the storage in this table shall only apply to miscellaneous tire storage as defined in 1-4.10. 4The discharge criteria for pallets shall apply only to the storage of wooden pallets stored up to 6 ft (1.8 m) in height or plastic pallets up to 4 ft (1.2 m) in height with not over four stacks of wooden pallets or two stacks of plastic pallets separated from other stacks by at least an 8-ft (2.7-m) aisle. (For heights or quantities exceeding these limits see Section 7-5). ee Section 7-11 for in-rack sprinkler discharge criteria. 7-2.3.2.3 The densities and areas provided in Figure 7-2.3.1.2 are for use only with spray sprinklers. For use with other types f sprinklers, see Section 7-9. Exception No. 1: *Quick-response sprinklers shall not be permitted for we with area/density curves 4 and 5 (extra hazard). Exception No. 2: Sidewall spray sprinklers shall be permitted for use with area/ density curve 1 (light hazard) and, if specificaUy listed, with area/ density curves 2 or 3 ( ordinary hazard). Exception No. 3: For extended coverage sprinklers, the minimum design area shall be that corresponding to the maximum density for the hazard in Figure 7-2.3.1. 2 or the area protected uy five sprinklers, whichever is greater. Extended coverage sprinklers shall be listed with and designed for the minimum fluw corresponding to the density for the smallest area of op-- nation for the hazard as specified in Figure 7-2.3.1.2. 7-2.3.2.4 Where listed quick-response sprinklers are used throughout a system or portion of a system having the same hydraulic design basis, the system area of operation shall be J nnitted to be reduced without revising the density as indi- ated irt Figure 7-2.3.2.4 when all of the following conditions Lre satisfied: ( 1) Wet pipe system (2) Light hazard or ordinary hazard occupancy (S) 20-ft (6.1-m) maximum ceiling height The number of sprinklers in the design area shall never be than five. Where quick-response sprinklers are used on a ped ceiling, the maximum ceiling height shall be used for l tennining the percent reduction in design area. Where q ick-response sprinklers are installed, all sprinklers within a mpartment shall be of the quick response type. Exception: Where circumstances require the use of other than ordinary ~mperature-rated sprinklers, standard response sprinklers shall be permitted to be used. '7-2.3.2.5 The system area of operation shall be increased by 0 percent without revising the density when the following t pes of sprinklers are used on sloped ceilings with a pitch rx ceding one in six (a rise of_two units in a run of 12 units, a r of slope of 16.7 percent): ( 1) Spray sprinklers, including extended coverage sprinklers listed in accordance with 5-4.3, Exception No. 3, and quick-response sprinklers (2) Large drop sprinklers Figure 7-2.3.2.4 Design area reduction for quick-response sprinklers. y-axis Ct! 40 ~ Ct! C: Ol ·;,;; 30 Q) "O B C: 0 20 t5 ::::, "O ~ 'E 10 Q) 2 Q) 0.. 10 20 Ceiling height (ft) Note: y = -~x + 55 30 For ceiling height ~ 1 0 ft and ~ 20 ft, y = -1x + 55 For ceiling height< 10 ft, Y= 40 For ceiling height> 20, Y= 0 For SI units, 1 ft= 0.31 m. 7-2.3.2.6 For dry pipe systems and double interlock preaction systems, the area of sprinkler operation shall be increased by 30 percent without revising the density. 7-2.3.2.7 Where high-temperature sprinklers are used for extra hazard occupancies, the area of sprinkler operatio~ shall be permitted to be reduced by 25 percent without revising the density, but not to less than 2000 rt2 (186 m 2). 1999 Edition 10/26/2090 04:28 FAX SHASTA SOUTHWEST- A F!RE PROTECTION COMPANY Attn: Fire Safety Inspector, Anne Bland Flow test information: Date: Time: 10/25/00 11:00AM @01 345NO.MARKETPLACE ESCONDIDO, CA 92029 (760) 480·9210 (FAX) 480·9231 . CA. LIC. #579318 C-16 Location: End of Corte Del CedroJ in front of Carlsbad Self Storage. Gauge hydrant in front of 6115 Corte Del Cedro. Flow hydrant in front of 61S0 Corte Del Cedro. PerfqQO~g bJ~Ai Witness: Carfsbad WaterDept. & Shasta Soutliwest .. Carlsbad Fire Department Fire Safety Inspector, Anne Bland. l , FIQwJest results:·· ..... · · Static: Residual: Flow: Pito: Port: :: 120 psi. 115 psi 1677.9~gpm 100 psi- 2112,, .. L • ,:. flpw bv Pito nressure 'PITO PORT PSI 1SIZE · 100· a~e~ l HYDRANT FLOW?:? 1677.94 GPM ~ 29.83 lC .90 x ( pert dia. sguared) x ( square root of pressure)_ )' . ·----·-·-· -·.--~ . . . RESIDENTIAL • ~OMMERCIAL • TENANT IMPRO.VEMENT ... ' ... ,, '.. I raJ!Ol ,. ,, I •• , I.I" ·.-------···· ffrJ&t? --····---_ ·-· ---··-·--· -·-·-----_ ·-_ ---····-· ---· ·-··-·-··-· _ ·-... ------_ ---·-·-__ ---_ ·-_ --·-· ·-------·--·------___ AS O 00 l ~. _ --__ ..... . ==================================================-====~~==----~---------------- ,c:: ..... . .._:::.,. LJ 1""11 .... .,1 A f"~ "' .... D F 1--4 .,,y~ IJ, R A LJ L_ 1: C C A L . c..-:: LJ L ?~ ·r I D 1-...J s F" 0 1=::;;: c:: ?"-it v::::;;:: L_ :!:.3 BA r.) SE:L_r=-STD~:Af.3E":.: BL_DG C 2235 Palomar Airport Road Carlsbad Ca S Lt t.:Ji f11 i t t E? t-:::1 Ee.),.,.. SHASTA SOUTHWEST 345 North Market Place Suite B Escondido Ca 92029 Design Specifications f:,upp I y I nfc1rmat: ion System Demand Uen::, i ty Dt:-?S-; i qn 0 "E~OO 92f~., !:50 120 • 00 p :-::. i ;;) 1 l 5 .. 0 0 p s i ;~) 0.00 qprn l677.00 qpm 94 .. 07 ;j) 45~:.i.( gpm + 250.0 gpm Hose Tot~1 D~m~~d= 705-0 gpm@ 94-07 p~~ ~:::3 "Y ·s. -ft~ E? irn '!::°:=.:i, .e1t ·f ·e.:=.!' -!I::;: "'>',.. ·1f=-.r.:11. c: ·it:;: c:u ·r :: E:~ .t::... ... o1=:,:;;i, ::IL g:::Jt ·=s._ 5t. Notes: · · ................. -............. -.• -.::D~.l>WC.. ~ __ ., ___ 5 .... P s '---·-_ fp17-____,11\ _'Dou13\.. E'. -·~--~TE: ~To;z. ____ ...................... -... -....... -... ,_ ................. . A~e-M~'-'r List of Fitting Abbreviations E >U:t mp l e :: " E 2 TC,. = one Std .. E 1 b o vJ , t.: ,.,.m Code:Oescription Code:Description A: Alarm Va H Vic 45 B Butt~flyVa I Vic tee C: Check Va J Gol D: DryPipeVa K Wafer chk E: StdN Elbow L LongTurnEl F 45 Elbow M G: Gate Va N: C .. I . TEE , and ernf.z• Cheek Va Code:Description Code:Description 0 V : P CPVC 90 W Q CPVC TEE X R TEE ON RUN Y S CPVC 45 Z T C.I. TEE U: CPVC COUP Copper Tee Cc,pper 90 Cales By: SSW Checked: _______ 11/30/00 Area reduction for quick response heads per. 1999 NFPA 13 7-2.3.2.4 NOTES: X = Ceiling height Y = % reduction allowed 1) For ceiling height> or= 10 ft. and< or= to 20 ft. ff= -3x/2 + 55). 2) For ceiling height < 10 ft., Y = 40. 3) For ceiling height > 20 ft. ,Y = 0. Ceil in hei ht ( must be from 1 0' to 20') : Startin remote area size : Percentage of reduction allowed = Reduced remote area size = Calculated line length in feet. ( sqare root of area x 1.2 ) = 38.50 922.50 36.45 11 1500 Attn: Fire Safety Inspector, Anne Bland Flow test information: Date: Time: Location: Performed by: Witness: 10/25/00 11:00 AM End of Corte Del Cedro, in front of Carlsbad Self Storage. Gauge hydrant in front of 6115 Corte Del Cedro. Flow hydrant in front of 6150-Corte Del Cedro. Carlsbad Water Dept. & Shasta Southwest. Carlsbad Fire Department Fire Safety Inspector, Anne Bland. Flow test results: Static: Residual: Flow: Pito: Port: 120 psi. 115 psi 1677.94 gpm 100 psi 2 1/2" Hydrant flow by Pito ~ressure PITO PORT PSI SIZE 100 - HYDRANT FLOW= 1677.94 GPM = 29.83 x .90 x ( port dia. sQuared) x ( sQuare root of pressure) icv.o. m.o * 104.0 f. l+ ( ~4.1 • ,Ool 68.0 * b4.0 56.0 48.0 40.(1_ 32.0 24.0 16.0_ · 8.0 0.0 0 2000 3000 4000 f. * f f 5000 6000 7000 8(10(1 Pressure vs. Flow · SELr=-c~ E~ ::::::l !!:::"; r=· .,=.1$. 1 C:K ,n .a. 1··- c~ a. 1,-·-l .. ·=i-b c:11. c:I 1 E~O. 00 l:l.5.00 () 0.00 :l.677.00 9::.14~.:i .. 21 s-r □1~~1GF­ A :i. 11-w:""J< c:K r --t: BL_CttG F<c• -c:.=11.cj C~9 . . ,J· Cfl l:::J< ........ ILt 01' l::tt E-? ,:-· :: c::: ·--Lt-<'.::J\ •C:tt 1 ::t / 8it:..:) / C>C> f f, 9000 C . ~::.:~ !l... .. t tTI: inrtr ·OL 11-··~···· Cl': -If" '.'.:::::i; ~==~~ l!-:i. }-'"II l-:::: ].. E~-" 1:'""' 2'. ·1f-t c-:1 H·-"f !I'.:'.:« ~== .. E:?. r= .l. C• 11. .. -.,11 ~=j. Job No: C·--Li-60 CPd::;~L.SBP-1U SE::.LF STDF{?\(3E Bl...Df:3 C !)e ~-3. q n dens j_ t y : • 2 bu p p 1 :'t E~ d f l o VJ i.~ n d pr<-?=· s 1.J r· e i s b f..1 s:. f..~ d o r1 118.,99 psi is actually 94.07 psi available at supply av a i lab 1 t2 ) Cc:\ 1 c: u 1 at i o ·n S:-p <:.'?.i--t o ·r med by v ,a 1 o c i t y p ·,-es su r· e met h ec rJ F:t~-~·f.. Pr<1::·.ssuF;~E F-·t.. Pt P·•1 201 24.18 0.73 23n45 202 23u60 Ou27 23.33 204 28.~6 0.23 23n34 (:'0~_:,i r..~::j,. 81. 0 .. 6~:) 23., 16 206 24u46 1.29 23M16 t7!07 ,?.6 .. 9t: 0. 70 E-!.6,. i~P c'20tJ f.::6., '-f·f-:2 0,. E~;:3 f~6,, 19 209 26 .. 8'l 26.37 211 21.40 0 .. 77 20ft62 21 E.~ 20 u U9 0. ~3::?. E~O., ~.-.=;·.7 213 20u81 20.81 21'+ E~O .. HP 0 .. t4 20 .. 6B r! 1 ~s Po • ~rl o .. l1, 6 i::~ o .. ~5 t 216 21 .. 45 On99 20»46 FLOW Percent Ref# P,c: tua 1 Mini mum E::-~ce~ss Pt .. 5 .. 60 27.0 25.3 6 .. 7¼ 202 ~5 .. 60 ~.) .. 60 ~~.i » 60 !5 .. 60 ~j n<:>O ~;. 60 ~5 .60 ~3. 60 ~5 .. 60 ~::.i .. 60 ~~i II 60 !=:.=.i .. lJO ~::; .. 60 27.2 27 N 1 ,.:'!6 .. 9 27 .. 0 2B .. 7 2B.7 2B .. 8 28 .. 6 2~5 .. '+ E~!:.<., 't [~~5" ~:5 25 .. 5 .-.:) r~-I c .... J • ~.~ E~5. 3 r.:~~5 .. :3 ~'7-~~5. :3 ,_:~5" :3 i~5. :3 25ft3 P~i » :3 2~5 .. 3 ,.:?.~:i " ::3 25 .. :3 ;:?.~:; .. 3 ,.?.~:).3 13. Lt~~ ;~(>'} l 3 .. 4¼ ,.?.OE< 1 ::1 .. B¼ E!09 13,.0¼ 210 0 .. 4% 2:1. :t 0 . 4 ~,{. f:~ l f! 0 .. 8 % f:-!. 1 :~-5 0 .. 8¼. 214 0 .. 4~1. E~l.~5 0 .. 0~1~ ;:~~ 16 O .. B% P:!.7 Calc:i:~ By: SSli-J Checked: ... -................... . :l 1 /~=30/00 . '" .... , .... r,:, ........... .. , .... ,. ...... '.·, ... M····.:·· J .. Ctt 11,:"lJ! -r.-:=.t. r11 c! f:::,, r-If:::~ S-~::5-L.l 11-<E::::"'?' '.!:=j; \ • ..It lfTll m -r.-:.41. 11-"y•· .Job No : L:--L~60 CAF~:LSI:~{~D bEL.F f3TDF:?,GE BLDG C Elev. Hff. Flt!W Pt Pf Pe Pt REF. Elev. F R I C T I O N L O S S C A L C U L A T I 0 N S Ve 1 t<C it~, tt. PUHfl or<I .. !-psi p5,i psi psi POINT ft. Length Fi Hing Ler,gth Total Pf/ft Dia11 C Flow fps 30.25 201 }) 42.5 }) 24.18 -0.58 O.(l(l 23.6(1 202 30.25 10.00 10.00 0.058 1.650 12(1 42.5 b.4 j(1.cs cot << 6</.7 « 24.18 23.(14 o.oo 47.23 B(lb 3(1.25 150.75 T 9.02 159. 77 0.144 1.650 12(1 bq.1 10.4 3o.e~ c(l2 » 15. 5 » 23.60 -0.07 0.00 23.54 203 30.25 '7 ,50 7.50 0.009 1.650 12(1 15.5 2.3 ::t0.25 2(13 « 11.7 « 23.54 0.()3 0.01;) 23.56 204 30.25 5.0(1 5.00 0.005 1.65(1 12(1 11.7 1.7 3,j.~5 ~(14 (' 'I, J8.7 << 23.Sb 0.24 o.oo 23.81 2(15 30.25 5.0(1 . 5.0(1 0.049 1.650 120 38.7 5.8 ~O.c5 205 •: < 65.7 « 23.81 0.65 0.0(1 24.46 c(lb 3(1.25 5.00 5.(10 0 .129 1.650 120 65.7 9.8 30.ES 206 << YE.6 << 24.46 L53 0,0Q 25,98 0(16 30.25 1.75 E 4.51 b.26 0.244 1.650 120 92.b U.9 j(l.17 ~07 }) J9.3 )) 26.92 -0.5(! (1.00 26.4~ 2(18 30.17 1(1,(10 10.00 0.050 1.650 120 39.3 5.9 :w. 17 207 , .. \ ,, 6~.o << eb.92 ct.76 0.00 48.68 MS 30.17 148.75 T 9.(12 157 ;77 o. 138 1.65(1 1,0 b8.(I 10.2 J0.17 ~08 }) l(i.7 )) 26.4c -0.04 0.00 26.37 209 30.17 · 10.(lrj 10.0() 0.004 1.650 120 10.7 1.6 30.17 2(19 << rn.1 << 2b.37 (1.12 (1.(1(1 26.49 21(1 3(1.17 10.0(l 10.0(l 0.012 1.650 lcQ 18.1 2 '7 jQ. 17 210 < < 46.7 <c: 26.49 1.05 0.0(1 27.55 cos 30.17 6.25. T 9.02 15.27 (1.069 1.b50 12(1 46.7 ?.O 30,00 211 }) 46.2 }) et .40 -tJ.51 0.(10 20.09 212 30.(l(l 7.50 7 .5(1 0 .068 1.65(1" H~(I 46.2 6.9 ;jQ.M 211 « 71.7 I I (,C, 21.40 cb.18 0.(10 47.57 B04 30.00 154.25 2ET 18.03 . 172.28 0.152 1.650 120 71. 7 10.'7 J(i.00 212 }} ~(1.8 )} 20.89 -0,(18 0.0(1 20.81 213 30.00 5.00· ·5.00 0.015 1.650 1-20 20.8 3.1 J0.00 213 << 4.7 {{ 20.81 0.(!0 0.0(1 ~0.82 214 30.00 5.00 5.00 0.001 1.650 120 4.7 0.7 :10.(1(1 c14 •. , "t, J0.2 << 20.82 0.15 (1.00 20.97 215 30.00 5.0(1 5.00. ().031 1.65(1 120 . 30.2 4.5 3(1.00 2{5 (< cc; C J,.<nJ ',', c!0.97 0.47 0.0(1 21.45 216 30.0(1 5.0(1 5.0.(l (l .()95 1.b50 120 55.5 8.3 30.M 216 << 80.9 << 21.45 0.95 (1.00 22.40 217 3(1.(10 5.(l(l 5.(1(1 0.190 1.650 12(1 80.9 12.1 30.00 d7 ({ 1(!6.3 << 22.40 3.40 (1.00 25.79 D04 30.(1() 1. 75 T 9.02 10.77 0.315 1.650 12(1 1()6.3 15.9 ,B.92 Ml )} ~6c:.(l }) 52.53 -0.99 -0.25 51.28 A(l2 C.11 .5(1 b.92. b.92 0.144 e.nt 120 262.(l 14.3 ~8.Y~ A01 )} 21.3 ):> 52.53 -0.15 -0.18 52.19 B01 29.33 0 .42. T . 9.02 9~43 (i.016 1.b5(l 120 21.3 3.2 28.92 A01 < < ct33. 3 << 52.53 3.92 0.(l(l 56.44 SL 28.92 l(l.5(1 2L . 13.07 . 23.57 0.166 2.731 120 283.3 15.5 ~ff ·.50 AOc >> 235.2 }} ~<1.28 -1.25 0.14 50.18 A03 29 .17 10.58. 10.58 0.118 2.731 120 235.·2 12.8 29.50 A02 :>> 26.8 .}) 51.28 -5.07 0.(10 46.21 CO2 'JQ r.-. I.. .• ,..,,., 19b.5(H. 9.0t· 2(15. 52 (1.(125 1 .65() 1~(! 26.8 4.0 29 .17 A(li }} 2(!'l.3 )) 50.18 -0.81 -<Lee 4'i .15 A04· 29.67 8.50 8.50 (1,095 2.731 120 209.3 11.4 · 29 .1.7 A(tJ >> 25,'1 )) 50.18 -0.22 -(!.18 49.78 B(l3 29.58 (1.42 f . 9.(12 9.43 (!.(l~J 1.b5(! 120 25.9 3.9 . 2ff .b7 A04 )} 137.7 >> 49 .15 -(l,26 -0.22 48.68 A05 30.17 5.92 5/12 -0.044 2. 731 120 137.7 7.5 ~9.67 f\(14 }} 71.7 >> 49.15 -1.43 -(I .14 47.57 804 3(!,(10 0.42 T 9.02 9 .43 (l .152 1.650 120 71.7 l(l,.7 J(l.17 A05 }> 69.7 }} 4H.b8 -0.(15. 0.11 48.73 Mb · 29.92 4.42 4.42 0.012 2.731 120 b11.7 3.8 t1 .~2 JVjb >> ~-9 . 7 }} 48.73 -1.3b -0, 14 47.23 B% 30.25 o.42 r 9.0~ 9.43 (1,144 1.65() 12(1 69.7 l(l.4 29 .~3 i((lt }} 21.3 }} 52.19 -3.80 0.0() 48.40 D01 29.33 204.50 3Efl 31.55 . 236.05 0.016 1.b50 120 21.3". 3.2 29 .58 f{iJ3 >> ej.9 }} 49.7B -b.12 (l.(l(! 43.66 0(13 29.58 21(1.67 10ET 54.09 ~b4.7b (1,(123 1.65(1 120 25.9 3.9 ~.75 ~L. >> :irB.O >> 74.95 -8.09 -4.41 62.44 FL 16.92 11.00 LT 26.15 37.15 0.218 2.731 120 328.(1 17.9 8.75 8l << 455.0 << 74.95 1.38 (l.(l(I 76.33 TOR 8.75 7.00 3L 25.6(1 32.60 0.(142 4,328 120 455.(l 9 .'t 8.75 l:!L \ \ ,/' .,· lt'.'1 .0 )} 74 .95 -(1.81 0.00 74.14 W01 8.75 15.00 L 6.54 cl .54 0.038 2.731 120 127 .(I 6.9 1~00 BOR )} 455.0 >> 80.(13 -0.34 -3.36 76.33 TOR 8.75 8.0(1 8.00 0.042 4.328 120 455.0 9.9 1.00 Bl.JP. << 45~.o « 8(1.(13 O.bO 1.74 82.37 UG1 -3.0(1 7.00 L 10.75 17.75 0.034 4.280 14(1 455.0 10.1 28.'?e C01 }} 193.0 }} 48.43 -1.96 -0.25 46.21 CO2 29.50 b.92 6.92 o.c84 2.11s 12(1 193.0 17.b 2~.92 (;(11 (< 21.3 « 48.43 0.15 -0.18 48.40 0(11 29.33 0.42 T 9.02 9.43 0.016 1.65(1 120 21.3 3.2 28.92 cot ,; 171. 7 <{ 48.43 8.38 4.34 61.15 FL2 18.92 25.50 2E 11.18 36.bB 0.22a 2.11s 12(1 171.'l 15.6 \ <,. 29.50 {.:(12 })-219.8 » 4b.cl -2.74 0.14 43.62 C(l3 29 .17 7.58 7.58 0.361 2.115 120 219.8 cr:).o 29.17 (:03 » 245. 7 )} 43.62 -14.49 -0.22 28.91 (:(!4 29.67 21.50 2E 11.18 32.68 0.443 2.115 120 245.7 22.4 ~9 .17 (.;(l~ << 25.9 << 43.62 0.22 -0.18 43.66 D03 29.58 0.42 T 9.02 9.43 (1.023 1.65(1 12(1 25.9 3.9 29.67 OH » 139.4 )} ca.91 -1. 15 -0.22 27.55 cos 30.17 7.42 7.42 0.155 2.115 120 139.4 12.7 29.67 t;(l4 \ ·, // 106.3 )} 28.91 -2.98 -0.14 c5.79 D04 3(1.(10 0.42 T 9.02 9.43 0.315 1.650 120 106.3 15.9 30.17 C05 }> '12.b }} 27.55 -0.32 0.11 27.33 C% 29.92 4.42 4.42 0.073 2.115 120 9E.6 8.4 ~9.92 C06 }} 92.b }} 27.33 -1.20 -0. 14 25.98 DOb 30.25 0.42 E 4.51 4.92 0.244 1.650 120 92.b 13.9 tti.9c t:01 }} J6.b }} 62.30 -(l.(13 (1.00 62.28 EOE 18.92 7 .17 7 • 17 (I • (104 2 • 731 120 36.6 2.0 Ht.92 E:01 }} 8.1 }) b~.30 -0.03 -0.18 62. 10 F01 19.33 0.42 T 9.02 9 .43 ,j.003 1.650 120 8.1 1.2 18.92 t:01 ,:,: 44.7 (( 62.30 0.14 (}.00 62.44 FL 18.92 5.75 T 19.61 25.36 0.005 2.731 12(1 44.7 2.4 .1~.CfE E02 )) ~9 .2 » 62.28 -0.02 0.00 62.26 E03 18.92 7.75 7.75 0.(102 2.731 120 29.2 1.b 1H.92 E(l2 }) 7.4 )} be.ea -0.64 -0.18 61.45 H02 19.33 210.50 14ET 7E.12 282.62 0.002 1.650 120 7.4 1.1 1B.r12 E03 )) 22.2 }} bE.26 -(1.01 0.0(1 62.25 E04 18.92 7.17 7.17 -0.001 2.731 120 22.2 1.2 Cales Bv: SSt•J Checked: l.1./30/00 ...................................... .:.: ,-~ ••.•. • . M. .. :., ·I .-··, ''..1 r:.~: ·I .1,:. 1-.l•. n·-, .-, •,·• r·• ••, "I ,... t::, \·•· , ... ,...., ..... "":\ ,...,.. h ·,, .,. ..... ,._ ,.. .•. , 1 c.,,•, ·' f"°\r-::,<:~ ,; /"I\" .. , r:~ .... -,-, ) 'r-, .. t' ~::, ·J c::; ", .-.. ':~ ':..f , .. ~• ·--•· 7 f '"\ .L, ,;' ··, ~1~~ ~~ci p~~~~~~~ s~mm~~v Job No:: c--4,-SO CP1Pl...~3BAD f:3EL.F f::rf'OF:t"~GE BLDG C Elev. Ktf. Flow Pt psi Pf Pe Pt REF. Elev. FR IC TIO N LOSS CAL CUL Ar IONS Velocity ft. PUHH ~pt psi psi p!:.i PU INT ft. 18,q2 £03 >> 7.0 >> 62.26 -0.02 -0.18 62.06 F03 19.33 1~.~~ E04 )) 15.1 }} 62.25 -0.01 0.00 62.24 E05 18.92 18.92 E04 )) 7.1 )} 62.25 -0.02 -0.18 62.05 F04 19.33 18.92 ~05 }) 7.5 >> 62.24 -0.01 0.00 62.24 EOb 18.92 18.92 E05 >> 7.6 >> 62.24 -0.51 -0.18 61.55 HOS 19.33 1&.92 E06 )) 7.5 )} 62.24 -0.02 -0.18 62.03 F06 19.33 19.33 fOl >> 8.1 >> 62.10 -0.78 0.00 61.32 H01 19.33 19.3~ F03 >> 7.0 >> 62.06 -0.55 0.00 61.50 H03 19.33 19.33 F04 )} 7.1 .)) 62.05 -0~53 0.18 61.70 604 18.92 1~.33 F06 >> 7.5 >> 62.03 -0.49 0.00 61.55 HOb 19.33 18.92 fl >> 2tl3.3 }} 62.44 -1.66 -4.34 56.44 SL 28.92 l&.92 FL2 << 44.7 {( 61.15 0.32 0.00 bl.48 601 18.92 18.92 fl~<< 127.0 << 61.15 4.41 4.41 69.98 Y01 8.75 l~.~2 601 << 3b.6 << 61.48 0.14 0.00 61.61 602 18.92 10.q2 601 << 8.1 << 61.48 0.03 -0.18 61.32 HOl 19.33 18.9~ 802 << ~9.2 << bl.61 0,05 0.00 61.67 603 18.92 1~.92 ~O~ << 7.4 << 61.61 0.02 -0.1B 61.45 H02 19.33 1~.9~ 803 << 2~.2 \\ 61~67 0.03 0.00 61.70 604 18.92 1~.92 60~ (( 7.0 << 61.67 0.02 -0.18 61.50 H03 19.33 18.~2 804 \\ l5.1 << 61.70 0.01 0.00 61.71 605 18.92 1a.92 sos\~ 7.5 << 61.71 0.01 o.oo 61.12 so6 1a.q2 18.92 605 << /,D << 61.71 0.02 -0.18 61.55 H05 19.33 18.92 606 << 7.5 << 61.72 0.01 -0.18 61.55 H06 19.33 -i7.00 SUR>> 455.0 >> 94.07 -1.07-1~.59 -80.41 UG2 12.00 -J.00 U61 << 455.0 << ·82.37 4.56 -6.51 80.41 UG2 12.00 ~.75 W01 }) 99.5 }> 74~14 -0.11 0.00 74.03 W02 8.75 8.75 WOl >) 27.5 )} 74.14 -0.24 -0.18 73.71 X01 9.17 ~.75 W02 >> 72 .0 )} 74.03 -0.13 0.00 73.90 W03 8.75 8.75 W02 >> 27 .5 )) 74.03 -3.68 0.00 70.35 Y02 8.75 W03 >> 53.6 >> 73.90 -0.04 0.00 73.86 W04 B.75 W03 }} 18.4 )} 73.90 -0.12 -0.18 73.60 X03 8.75 W04 >> 36.S }} 73.86 . -0.02 0.00 73.B~ W05 8.75 W04 >> 17.1 >> 73.86 -0.10 -0.18 73.58 104 &.75 W05 >> 16.7 >> 73.84 -0.01 0.00 73.83 W06 a.75 wos >> t9.7 >> 73.a4 -0.13 -o.1a 73.53 xos 8.75 WOb >> 16.7 >> 7~.83 -0.10 -0.18 73.55 X06 9.17 XOl }) 27.5 )} 73.71 -3.67 0.00 70.04 zot 9.17 X03 >> 18.4 >> 73.60 -2.97 0.00 70.64 Z03 9.17 X04 >> 17.1 >> 73.58 -2.76 0.00 70.81 204 ,.17 X05 }) 19.7 >> 73.53 -2.76 0.18 70.95 Y05 9.17 X06 >> 16.7 >> 73.55 -2.64 0.00 70.91 206 8.75 Y01 << 9~.5 << 69.98 0.37 0.00 70.35 Y02 8.75 Y01 << ~7.5 (( 69.98 0.24 -0.18 70.04 201 B.75 Y02 << 72.0 (( 70.35 0.35 0.00 70.70 Y03 6.75 YOJ << 5~.6 (( 70.70 H.75 Y03 (( 1H.4 (( 70.70 8.75 Y04 \\ 36.5 << 70.89 B.75 Y04 (( 17.1 << 70.89 8.75 Y05 << 16.7 << 70.95 8.75 Y06 << 16.7 << 70.99 0.19 0.00 70.89 Y04 0.12 -0.18 70.64 203 0.06 0.00 70.95 Y05 0.10 -0.18 70.81 204 0.04 0.00 70.99 Y06 0.10 -0.18 70.91 206 8.75 8.75 9.17 8.75 9.17 A "C' \Ja /,J 9 .17 9 .17 9 .17 9 .17 9 .1? 8.75 9 .17 8.75 8.75 9 .17 8.75 9 .17 B.75 9 .17 Length Fitting Length Total Pf/ft Dias C Flow fps 0.42 T 7.58 0.4e T 10.0B T 194.42 2ET 0.42 T 216.17 14ET 202.33 12ET 204.08 BET 196.50 3E 1(1,(1(1 5.75 T 17 .00 ET 10.42 0.42 T b.00 0.42 T 5.75 0.42 T S.25 8.(1(1 0.42 T (1.42 E 657.00 5L 147 .(l(l 4.58 (1.42 T 9.75 1?8.50 T 5.33 0.42 T 4.58 0.42 T 13.50 0.42 T (1.42 T 178.50 T 188.50 10ET 193.5(1 12ET 178.92 2;:1 192.50 12ET 4.42 0.42 T 7.75 7.33 0.42 T 4.58 0.42 T 13.25 0.42 T 9.02 9.43 0.002 1.650 120 7.0 7.58 0.001 2.731 120 15.1 9.0~ 9.43 0.002 1.650 120 7.1 19.61 29.69 0.000 2.731 120 7.5 18.03 212.45 0.002 1.650 120 7.6 9.02 9.43 0.002 1.650 120 7.5 72.12 288.29 0.003 1.650 120 8.1 63.11 265.44 0.002 1.650 120 7.0 45.08 249.16 0.002 1.~50 1EO 7.1 13.52 210.02 0.002 1.650 120 7.5 10.00 0.166 2.731 120 283.3 11.18 16.93 0.019 2.115 120 44.7 1b.77 33.77 0.1312.115120 127.0 10.42 0.013 2.115 120 36.b 9.02 9.43 0.003 1.650 120 tl.1 b.00 0.009 2.115 120 29.2 9.02 9.43 0.002 1.650 120 7.4 5.75 0.005 2.115 120 22.2 9.02 9.43 0.002 1.650 120 7.0 5.25 0.003 2.115 120 15.1 8.00 0.001 2.115 120 7.5 9.02 9.43 0.002 1.650 120 7.b 4.51 4.92 0.002 1.650 120 7.5 92.94 749.94 0.0017.980150 455.0 147.00 0.031 4.2~0 150 455.0 4.58 0.024 2.731 120 99.5 9.02 9.43 0~02b 1.650 120 27.5 9.75 0.013 2.731 120 72.0 12.07 190.57 0.019 1.752 120 5.33 O.OOB 2.731 120 9.02 9.43 0.012 1.65(i 120 4.58 0.004 2.731 120 9.02 9.43 0.011 1.650 120 13.50 0.001 2.731 120 9.02 9.43 0.014 1.650 120 9.02 9.43 0.010 1.650 120 12.07 190.57 0.019 1.752 120 54.09 242.59 0.012 1.650 120 63.11 256.61 0.011 1.650 120 18.03 196.95 0.014 1.bSO 120 63.11 255.61 0.010 1.650 120 4.42 0.083 2.115 120 9.02 9.43 0.026 1.650 120 7.75 0.046 2.1i5 120 7.33 0.027 2.115 120 9.02 9.43 0.012 1.650 120 4.58 0.013 ~.115 120 9.02 9.~3 0.011 1.650 120 13.25 0.003 2.115 120 9.02 9.43 0.010 1.650 120 27.5 53.6 18.it 36.S 17 .1 16.7 19.7 16.7 27.S 18.4 17.1 19.7 16.7 99.5 27.5 72.(l 53.6 18.4 36.5 17 .1 16.7 16.7 1.1 (1.8 1.1 0.4 1.1 1.1 1.2 1.1 1.1 1.1 15.5 4.1 11.b 3.3 1.2 2.7 1.1 2 ,(I 1.1 1.4 (i.7 1.1 1.1 2.9 t0 .3 4 .1 3.9 3.7 2.9 2.0 2.6 0.9 2.5 3.6 2.7 2.6 3.0 2.S ~ .1 4.1 6.6 4.9 2.7 :·L3 2.6 1.5 2.5 Cales. 1:)y:: SSl .. J Checked: ....................... --·--11 /~~0/00 floM lliaqras for CAP.LSBAI} S£LF STUP.Ati!: BLOG C C06>>>>U06>>>>>>>>>>>~06))))~05})})204)}})203(({{202((((201<<<<~<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<~06<<<<A06 ~2.6 65.7 38.7 11.7 15.5 42.5 69.7 b9.7 C0j)))})>>>>>>>>>>>>>210})}}~09<<<<20U((((201<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<AO~ 46.~ 1~.1 10.7 3Y.3 106.3 106.3 tl0.9 55.5 30.2 4.7 20.8 46.2 71.7 71.? 26.B 21.3 21.J 21.J SL fl • i.::,a th Summary Pr i r'd::ou t ·for-· CAf<L.t:;Bf-tU ~-:3.f::] ___ f· S t'U!:;~?\l:H:: BLDb t ·· ,'J Ct b t .. lo ~ L-lf-60 1 1 / 30 / 00 System ; M·-.::" -r.:-s-lf. 1~-;: H ..... b 1-.....1 c" ::: 1. h:. E➔ dTk c:i, t If== 1::: c11 ~:3 L.,. J:::-Jt r:=~ 1-y · f'rincipal path ~eeds ~ath:2 at Pt:A01, Path:3 at Pt:A05, Path:5 at Pt:A04, Path:7 at Pt:A03, Path:8 at Pt~A02 feeds Path:~ at Pt:AOl, Path:10 at Pt:BL, Path:12 at Pt:FL ========n============================================================================================================~===-=-== Mef ~lev. Pressure (psi) K Flow (qp1} Veloc Dia1. Actual Fitting Fitting Total frict.Loss Elev. Loss Ne~t Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Su1mary Length Length per.ft Total Psi (ft.) Press Pt. 201 30.25 24.18 0.73 23.45 S.60 21.1 806 30.~5 47.23 47.23 A06 29.~2 4tl.7J 48.73 A(l5 ::J0.17 41:L68 48.68 68.0 A(l4 29.67 49.15 49.15 71.7 A(1:1 E9 .17 50 .1 B 50.18 25.9 A02 29. 50 S 1. 28 51.28 26.8 A(l1 28.'12 52.53 52.53 ~1.3 SL 21:J.92 56.44 56.44 H 18.9?. 62.44 b~.44 44.7 BL 8.75 74.95 74.95 127.(1 fUR t!.75 76.33 7' ',1'~ .o • ..,.., tWH 1.00 BO.O::J 80.03 U51 -3. (l(l B2. J7 82.37 Ul:ic 1 ~ • (l(l tl(I • 41 80.41 BUR -u I(! 94.(r} A.',.'\:\,•\ !-~-" ·\:'.:~ · t;. l'"'ll 1•;•.,,~ it:.'~ff :: ~::-! red by path Ne<.! reeds rath~4 at Pt:tO~, Path:6 at Pt:~04 69.7 10.42 1.650 150.75 T 69.7 10.42 1.650 0.42 T 69.7 3.81 2.731 4.42 137.7 7.52 2.731 5.92 209.3 11.43 2.731 8.50 235.2 12.85 2.731 10.58 262.0 14.31 2.731 6.92 283.3 15.47 2.731 10.50 2L 283.3 15.47 2.731 10.00 328.0 17.92 2~731 11.00 LT 455.(l 9.90 4.328 7.00 3L 455.0 9.90 4.328 8.0() 455.0 10.12 4.280 7.00 L 455.0 10.31 4.240 147.00 455.0 2.91 7.980 657.00 SL 9.02 9.02 13.07 26.15 25.6(1 10.75 92.94 iC=120) 159 I 77 (l ■ 144 23.04 47.d 806 9.43 0.144 1.3b 0.14 ( 0.33 )48.73 A% 4.42 (1.012 (1,(15 -0.11 (-0.25 )48.68 M5 5.92 0.044 0.26 0.22 ( 0.50 }49 .15 A04 8.50 0.095 0.81 (1.22 ( (i.5(1 }50.18 A0:3 10.58 0.118 1.25 -(l.14 (-0.33 }51.28 A02 6.92 0.144 (1.99 0.25 ( (1.58 )52.5J AOl 23.57 0 .166 3.92 56.44 SL 1(1,(1(1 (1.166 1.bb 4.34 ( 10,(1(1 )62.44 FL 37.15 0.218 8.(19 4.41 ( 10.17 )74.95 l<L 32,6(1 (1,042 1.36 76.33 TOR 8.0(1 (l,1J42 (1.34 3.36 { 7.7'5 )80.03 BOP. (C=140) 1?.75 (1,(134 (1,6(1 1.74 { 4.00 )82.Jl UE! (C=l50} 147.(i(l 0~031 4.56 -6.51 (-15.(1 }8(!.41 Ufa~ 749.94 0.0(11 1.(17 12.59 (29 ,(l(i }94 .07 SOR ------------=-----------=---------===========·================================================================================= Hef t:lev. Presst\ff (µsi) ~: Flew (gpll!) Vekc Diam. Actual Fitting httinq Total Frid.Loss / Ele"'• Loss ~iext. Hef Pt. tt. Pt Pv ~n Factor Added Total fps in. Length Summary Lerigth Length per.ft Total Psi (ft.} Press Pt. ----=----=-==-=-----------==----==:-========================================================================================== 201 30.25 24.18 0.13 23.45 S.6(1 cO~ ao.~s 2~.60 o.~7 23.33 S.60 203 30.ES 23.j4 23.54 5.60 (.1)4 ~o.~s c3.5e o.~3 E3.34 5.60 205 30.cj ~3.tH O.b5 23.16 5.60 t'.Ob 30.~5 r:4.46 1.i:i9 2:i.16 5.60 006 :i0.25 E5.9~ ES.YB U>6 ctr-~~ c7.3~ 27.33 CiJS ::10,17 27.55 ?..7.55 (;(14 ?.~.67 ~~-91 28.91 COJ 29.17 43.6~ 43.62 Ui~ 2ff .50 46 .21 46.21 lXJl 28.92 4ti.4~ ~8.43 l}(ll ~9.~3 41:t.40 48.4(1 801 29.33 52.19 52.19 A01 c~. 9t~ 5~.53 ·""·""''' 2·7 .1 ~7.0 27.2 c7.1 26.9 27.0 46.7 106.3 -25.9 -26.8 -171. 7 -42.5 b. 37 1. bSO 1(1.00 -15.5 2.32 1.650 7.50 11.7 1.75 1.650 5.(1(1 3~.7 s·.n 1.65(1 5.0(1 65.7 9.83 1.650 5.00 92.6 13.Sb 1.650 1.75 E 92.b 13.86 1.650 0.42 E 92.6 8.44 2.115 4.42 139.4 12.69 2.115 7.42 245.7 22.38 2.115 21.50 2E 219.8 20.02 2.115 7.58 193.0 17.58 2.115 6.92 21.3 3.18 1.650 0.42 T 21.3 3.18 1.650 204.50 3E2T 21.3 3.18 1.650 0.42 T {C=120i 10.00 0.058 -0.58 23,b(l 20~ 7.50 0.009 -0.07 23.54 203 5.0(l (l,(1(15 0.03 23.56 2(!4 5.(10 (1,049 0.24 23.Bl 205 5,(l(l (I, 129 0.65 24.46 20-6 4.51 -S.26 0.244 1.53 25.98 006 4.51 4.92 0.244 1.20 0.14 ( 0.33 )27.33 CCl6 4.42 0.073 0.3~ -0.11 (-0.25 }27.55 C05 7 .42 0.155 1.15 0.22 ( 0.50 )28.91 C04 11.18 32.bB 0.443 14.49 0.22 ! o.so i43.6c C03 7.58 0.3bl E. 74 -0 .14 (-(1.33 }46.21 CO2 b.92 0.284 1.% 0.25 ( 0.58 }48.43 C01 9.(12 9.H (t.016 0.15 -0.18 (-0.42 )48.40 0(11 31.55 236.05 (1.016 3.80 52.19 BOl 9.02 9.43 0.016 0.15 0.18 ( 0.42 )52.53 AOl f··' at h St, mrr, a. r y Pr i r, t ei u t: i:· ci , ... Job No : L.~--Y-60 CAF<L.E>Bf'~D SELF STDHAGE BLDG C ll/30/00 Dr-awinq: f_.. -c:11. ·t: t ···1r r, ... 1 ,c::i, :: ~:=.:J fed by path No.1 =======================================================================================================-=-====---------------- Ref tlev. Pt. ft.· Pressure (psi) K Flow Pt Pv Pn Factor Added (gp1} Veloc Dia1. Actual Fitting Fitting Total Frict.loss Elev. loss Next P.ef Total fps in. Length Su~mary Length Length per.ft Total Psi (ft.} Press Pt. ==================================================================================================================--=--------- 207 30.17 26.92 0.70 26.22 5.60 28.7 A05 3(t .17 4tl.6& Ar..'-.l•.1-, ~....::u -r.:::~-11. ·t: f·· 11 i'"'i C:tt :: .,.~:¼. Fed by path No.c 68.0 10.17 1.650 148.75 T {l:=120) 9.02 157.77 0.138 21.76 48.68 A05 ================================================================================================== -~=======================--- Ref flev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn factor Added (qp1) Veloc Diam. Actual Fitting Fittinq Total Frict.loss Elev. Loss Next Ref Total fps in. Length Su1mary Lenqth Length per.ft Total Psi (ft.l Press Pt. ===================================================================================================================-----=----- 207 30.17 26.92 0.70 26.22 5.60 28.7 208 30.17 26.42 0.23 26.19 ~.60 28.7 209 30.17 26.37 26.37 5.60 28.8 210 30.17 26.49 0.33 26.lb 5.60 28.6 C05 30 .17 ?.7. j5 fr··-·" .;=.l\. ··t; t-·1 fed by path No .1 -39.3 5,881.650 10.00 -10.7 1.60 1.650 10.00 18.1 2.71 1.650 10.00 46.7 6.99 1.650 6.25 T ~C=120) 10.00 0.050 -0.50 10.00 0.004 -0.04 10.00 0.012 0.12 15.27 0.069 1.05 26.4~ 2(1~ 26.37 209 26.49 21(1 ~7 .55 C05 =============================================================================================-===========--------=---------=== Ref 1:Jev. PL tt. Pressure (psi ) K flow Pt P·r Pn Factor Added (qpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next -Ref Total fps in. Length Sum1ary Lenoth Lenath per.ft Total Psi lft.} Press Pt. ============================================================================================================================== ~11 JQ.00 21.40 0.77 20.62 5.60 25.4 71.7 10.72 1.650 154.25 2ET 71.7 10.72 1.650 0.42 T ~o~ ~o.oo 4'l.57 47.57 M4 ~9 .67 41!. b 10 .. e2 !----~ -i:::i:. ·lt: I" ·t &·•,,,.§ C11 ::.~ it:_'!_:._,. fed by µath No.c 18.03 9.02 {C=120) 172.28 0.152 26.18 47.51 804 9.43 0.152 1.43 0.14 ( 0.33 )49.15 A04 ============== ·==========================================================================·==-===-=----=-----==-=--=-=---=----- Ref tiev. Pt. tt. Pressure (psi) K Flow Pt Pv Pn Factor Added (qp1) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next ~et Total fps in. Length Su11ary Lenqth Length per.ft Total Psi lft.) Press Pt. ====================================================================================================---====================-== (C=120} E11 3Q,00 e1.40 0.77 2Q.62 5.6(1 25.4 -46.2 6.92 1.650 7.50 7.50 0.068 -0.51 20.89 212 21~ 30.00 20.8~ 0.32 20.57 5.60 25.4 -20.B 3.12 1.650 5.00 5.00 0.015 -0.08 20.81 213 213 30 .o,J 20 .a1 2(1,81 5.60 25.5 4.7 0.71 1.650 5.00 5.00 0.001 0.00 20.82 214 214 30.00 20.82 0.14 ~0.68 5.bO 25.5 30.2 4.52 1.b50 5.00 5.00 0.031 0.15 20.97 215 F'i::\ th tiumma.r·y J Ctb No~ c --L•60 Printout for CARLSBAD SELF STORAGE BLDG C 11/30 /00 w-=,· ,-=3. t. 1·-11 u·,,1 c.::« = c..-, < (;c,nt i nued > fed by path No.~ ==========================================================================================================-======------------- Ref Elev. Pt.. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added {qptt} Velc1c Diae. Actual Fitting Fitting Total · Frict,Loss Elev. Loss Next Ret .Total fps in. Length Su1mary Length Length per.ft Total Psi (ft.) Press Pt. ======================================================================================================-=--=----=----------=--- 215 J0.00 20.97 0.46 20.51 5.60 216 j0.00 21.45 0.99 20.46 S.60 ~17 30r 00 22,40 1,70 20,69 5.60 004 30.00 25.79 25.79 ~04 c9.ti·7 ~~-~1 25.4 25.3 25.5 19 .. ?8 If--" ,,=ll ·t ;'. K·. 3 !'•,,I C'.• :: ... ~,,. fed by path No.I 55.5 8.31 l.650 80.9 12.10 1.650 106.3 15.91 1.650 106.3 15.91 1.650 5.00 5.00 1. 75 T 0.42 T 9.02 9.02 (C=120} 5.00 0.095 0.47 21.45 216 5.0(i o. 19(1 0.95 22.40 217 10.77 0.315 3.40 25.79 0(14 9.43 0.315 2.98 0.14 ( 0.33 }28.91 C04 ===========================================================================================================================-=- Ref tlev4 Pt. 'ft • Pressure (psi) K Flo~ Pt Pv Pn Factor Added (qpt) Veloc Diae. Actual Fitting Fitting Total · Frict.Loss Elev. Loss Next Ref Total fps in. Len~th Su11ary Length Length per.ft T~tal Psi (ft.} Press Pt. . =========-===-~~----=:=======================-=====================================================--=------------------------ C~J e~ .1 7 4J.62 lHt3 29.5B 4::L6b 0(13 21j.58 49.?~ A03 29 .17 50. 1 & 4:U,~ 43..6b ~r , '7A ,'1., ... it--:" .,3 . ..,t: i· ... h u·, .... a c:11 :: :t-.3 fed by path No.1 25.9 3.87 1.650 0.42 T 25.9 3.87 1.650 210.67 10ET 25.9 3.87 1.650 0.42 T {l:=120) 9.02 9.43 0.023 0.22 -0.18 (-0.42 )43.66 003 54.09 264.76 0.023 6.12 49.78 B03 9.02 9.43 0.023 0.22 0.18 I 0.42 )50.18 A03 =========================================·==================================================================================== !M tlev, Pt. H. Pressure (psi) K flow Pt Pv Ph Factor Added (qpre) Veloc Dia1. Actual Fitting Fitting Total Frict.L~ss Elev. Loss Next Ref Total fps in. Length Sum1my lenqth Length per.ft Total Psi m.} Press Pt. ==============---======-==============================================================================================-======- COc c~.:iO 46.~1 AO~ i!9.50 5l.2lJ 4b.c1 2b.8 4.01 !.b50 196.50 T (t=120 ) 9.02 205.52 0.025 5.07 51.E8 A02 f--• ,c:P,. ··t; t·, t·'I! CK :: -c:i!"' fed by path No.1 1 l. /30/00 Sy!=.tem: =============================================================►==================================================----===------- Ref t:lev. !'t. ft. Pressure (psi) K Flow Pt Pv Pn ~actor Added (qp1} Yeloc Diae. Actual Fittinq Fitting Total Frict.L~ss Elev. Loss Next Ref fotal fps in. Length Sure1ary Length Length per. ft Total Psi Ht. l Press Pt. ============================================================================================================================-= cot ct!.~~ 4tl.4J li01 <!9.::i3 4~.4(! 8(11 c~.3j ~2.1·1 M1 ~B .'-12 52 .5j 48.4J 48.40 ~2.19 1--: .. -r?.!!. -t ¥.· · 1: 1·,..,<M 1.:::11 :::: ::ti.. ic..:) red bv path Ho.1 feeds ~ath:11 at ft:WOl 21.3 3.18 1.650 0.42 T ~l.j J.!~ 1.650 204.50 3E2T 21.3 3.18 1.650 0.42 T ~(;=120) 9.02 9.43 0.016 0.15 -0.18 (-0.42 }48.40 001 31.55 236.05 0.016 3.80 5~.19 801 9.02 9.43 0.016 0.15 0.18 ( 0.42 }52.53 A01 ==========================================================================================-==================================== Ref flfv. n. tt. f'ressure (psi) ¥. flow Pt Pv Pn factor Added (qpe) Veloc Diam. Actual Fitting Fitting Total Frict.loss Elev. Loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.} Press Pt. .:::==========:========:=============================================================== ·=======================================. C01 28.92 4tl.4J 48.H fl2 HL'f2 61.1:t '1 'C' b •• l ,.1 'r'(l1 tl.75 b~.98 69.9B Y02 ~.·15 7~).35 70.35 Y03 8.'75 70.70 . 70. 7(! Y04 8.75 70.B9 70.89 YOS 8.75 70.~5 70.95 Y06 B.75 'N.99 70.99 ZOb 9 .17 70.91 7(1, 91 X06 9 .17 '1'-4 c·r ; '-' ~ i.~d 73.55 W06 8.75 73.63 73.83 lJ.(!5 8.75 7'.:f.84 73.84 W04 8.75 7"~ ~· ....... o ?J.~6 WO:-i B.75 73.90 73.% ~W2 8 'JC • I ,j ?4.0:.i 74.03 ~01 8.75 74 .14 74.14 BL tU5 74.95 /•,t\.'-...'•.l, 1-:•ath I< ..... ,.::· c·:\c: tor· --· -44.7 -27.5 -!B.4 -17.1 -19.7 19.7 1 'J .1 18.4 27.5 27.5 171. 7 127.(! 99.5 72.0 j3,b 31:r.5 16.7 16.7 16.7 16.7 16.7 3b.5 53.b 72.0 99.S 127.0 1-.AAA.'\I, 15"b4 E.115 11.56 2.115 · ·Uib 2 .115 6.56 2.115 4,882.115 3.32 2.115 1.53 2.115 2.51 Lb50 2.51 1.650 2.51 1.65(1 0.91 2.731 1. 99 2. 731 2.93 2.731 3.93 2.731 5.43 2.731 b.94 2.731 f : :..; 'Jr 1::. Hv ~ ~~1 .. ,.1 {l:=120'! 25.SO 2f 11.18 36.ba o.e2a 8.38 4.34 ( 10.(i(l }b1.1~ fl2 17.00 ET 16. '17 .33.77 -0.131 4.41 4.41 ( 10.1? )69·.98 Y(l! 4.42 4.42 (i.083 (i.37 70.:'.!5 ·11(12 r, r,r J.JJ. '}. 75 0.046 0.35 7(1,70 Y03 7.33 7.33 (1,027 (l.19 70.B9 Y04 it.SB 4.58 0.013 (i.06 70.95 Y05 13.25 13.25 (l,(!(13 (1.(14 70.99 YOb 0.42 T 9.02 9.43 0.010 o. 10 -0.18 ~ -(1.42 }70.91 Z06 192.5(1 12ET 63.11 c55.61 (1.(11(1 2.64 73.55 XOb 0.42 T 9.02 9.43 (!.010 0 .10 0.18 ( 0.42 )73.83 W(lb 13.5(1 13.50 (i.(101 (1.01 73.84 ~l(lj 4.58 4.58 (1,004 0.02 73.86 H04 5.33 5.33 0.(!08 0.04 73.90 WOJ 9.75 9.75 0.013 0. i3 74.03 W(!2 4.58 4.58 0.024 (1.11 74.14 W01 15.(10 L 6.54 21.54 0.038 0.81 74.95 BL Pa th b1 ... tr11mary F'r· i ntout: fc,r CPsFH ... SB?.~D SELF STOl::;:P,UE BLDG C Jc(b No:: C--'+60 11 /30/00 By=:.t:e:-m: P -c::~ -6:;: !·-.. 11 • n·· ... .1 tl:::f( :: :1. :1. Fed by path No.10 ===================================================================================================---==--------------------- Hef tlev. Pt. ft. Pressure (psi} K Flow Pt Pv Pn Factor Added (gp1) Veloc iliai. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.) Press Pt. ================================================================================================================-==----------- YCll 8.75 69.91:l 69.98 L01 9 .17 70.04 70.04 Y.O l 9.17 73.7i 73.71 W01 8.75 74.14 .... ,, ... , .. .,, Fed bv path Mo .1 Feeds Path:13 at Pt:£01 27.5 4.11 1.650 0.42 T 27.5 3.65 1.752 178.50 T 27.S 4.11 1.b50 0.4c T (C=120) 9.02 9.43 0.026 0.24 -0.18 (-0.42 }70.04 Z01 12.07 190.57 0.019 3.67 73.71 XOl 9.02 9.43 0.026 0.24 0.18 ( 0.42 )74.14 WO! ==================================================================================================================-=-=-------- Ref Elev. PL ft. Pressure (psi} K Flo" Pt Pv Pn Factor Added (qpm} Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.) Press Pt. ============= ·=========================================-===============================================================------- fL2 18.'-?2 61.15 61.15 GOl iB.9t' 6i .48 61.48 602 1a.n bl .61 61,61 (,03 18.92 bl.b7 61 .67 604 18.92 61. 70 61. 7(! 6(15 18.92 61.n 61.71 GOb 18.9?. 61. 72 b!.12 H06 19.33 I $ C'C' !J,..,J,j bl.55 F06 19.33 6.2.03 62.03 EOb 18/t~ 62.24 bf!.E4 EOS 18.lf2 62.24 62.24 E04 18.92 b2.2~ 62.25 E03 16.92 62.26 62.26 EOP i&.92 6?.28 62.28 {:(l1 HU2 bE.30 62.30 Fl l8.92 6~.44 1-................. l_:., -r.:::"~. -t;. H·· "t: li~..._g c :• :::: ~l. ::.:3 ~ed bv path Mo.12 -8. l -l . 't -7 .(! -7.1 -7.6 7.6 7 .1 7 ,(I 7.4 8.1 44.7 36.6 29.2 22.2 15.1 7.5 7.5 n C' s',J 7.5 " c:-JI ._J 15.1 22.2 29.2 36.6 44.7 ,.._~,,.,.r,.l\.r, 4.07 2.115 3.34 2.115 2.66 2 .115 2.02 2.115 .f .37 2.115 0.68 2.115 1.12 1.650 1.12 1.650 1.12 1.650 0.41 2.731 ·(1.82 2. 731 1.21 2.731 1.60 2.731 2.00 2.731 2.44 2.731 !C=120i 5.75 T 11.18 16.93 0.019 (1.32 61.48 601 10.42 10.42 0.013 0.14 61.61 GO~ 6.0(1 6.00 0.009 (1.05 bl.67 603 5.75 S. 75 O.i)(j5 0.03 61.70 604 5.25 5.25 (!.(!(i3 0.(11 -~1. 71 G05 8.00 8.00 0.001 lj.{)1 bl.72 606 0.42 E 4.51 4.92 0.002 0.01 -0.18 (-0.42 )bl.55 H06 196.50 3E 13.52 210.02 0.002 0.49 62.(13 f06 (l.42 T 9.02 9.43 (i.002 (i.(}2 0.18 ( (1.42 }b2.24 E(i6 10.08 T 19.61 29.69 0.000 (i.(11 62.24 E05 7.58 7.58 0.001 O.Oi 62.25 E04 7 .17 7 .17 (I .(101 i).01 6e.26 E03 7.75 7.75 0.(i(l2 (1,(12 62.28 £02 7 .17 '7 .17 (1,004 0.(13 62.30 EOl 5.75 T 19.61 25.36 (i,(i05 (1.14 62.44 fl. ====================-==-====-================================================================================================= Ref Elev. Pt. ft.. Pressure (psi) K Flow Pt Pv Pn Factor Added (ops} Veloc Oia1. Actu~l Fitting Fitting Total Frict.loss Elev. Loss Ner.t Hef Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.} Press Pt. ========--======-----=-======================================================================================================= 601 18.92 bL~B HO 1 19 • 33 b 1. 3~ F01 19.33 b2.10 E(t1 18.92 62.30 61.48 61.3E b2.10 P c:t th ~:: ·--F a c: t: o ·r· --:I .. 03 8.1 1.21 1.bSO 0.42 T 8.1 1.21 1.650 216.17 14ET 8.1 1.21 1.b50 0.42 T (C=120) 9.02 9,430.003 0.03 -0.18 (-0.42 }61.32 H01 72.12 288.29 0.003 0.78 62.10 FOl 9.02 9.43 0,003 0.03 0.18 ( 0.42 }b2.30 E01 05/19/2001 05 :00 FAX ,,... • .,""4' SHASTA SOUTHWEST • 345 NO. MARKET PLACE ESCONDIDO, CA 92029 (760) 480·9210 (FAX) 480-9231 ,,,,,, h xl·!lc. ,s1sa11t .c-1a ····AFIRE PROTECTION-COMPANY MAY 18, 2001 FIRE PROTECTION SER VICES 1635FARADAY AVE. CARLSBAD, CA 92008 • ATTN:COLLEEN/MARTIN REF: CARLSBAD SELF STORAGE GENTLEMEN, ~3 t:J r ,WfrJtJ.,(2-/:jr;)rJ'12-,-f ~ THE UNDERGROUND PLAN FOR TIIE ABOVE PROJECT HAS BEEN REVISED (DELTA 1) TO INCLUDE A 4" RISER FOR THE FtITURE BLDG. D AND TO MOVE 1HER 4n LINE TO THE NORTii OUT OF THE PUBLIC RIGlIT OF WAY PER COLEEN BALCH. REGARDS, 3 BLUELINE HA VE BEEN MAIL TIDS DATE . . :=:.:.-...::.-.-=-,:.:~. ================================================================== ... :,:·.-.-.~~-R,"ESIDENTIAL ~-COMMERCIAL • TENANT IMPROV!MENT I I . I \ ~ '· "' Atf, ,b ff V .,.. \ ~ j/•·'(J ,,; ,Y"") b ,(t- 3 ~ --.. ·-