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HomeMy WebLinkAbout100 Albright Rd 23209 Plans Sprinklers7.,,7, r o .46". lyj 1 i t eta a! i '* L 1`1 a. r ° z !i 'k'"1 ` r e "a 1 r I,t :t } c arEfirF . 14 l I y i~ fi r a •tr (" I { l of isi 1 s ' 1 !!X q. 1 ! I M r4r rs i i . "_ r•t hie;List i ' a .t f iir Ip I 9 t Ae'g1nnIn.g a,t ,the NorthPa'st o+`nt r<ofilL.ot ,lt;:' i;t Sfic Y,ion rif INDUSTRIAL .TRICT,accord ng'to :the Plat thereof as'' r orded In.piat 8e6k 5 Paige 22 of +.tip R bi c - cords f • t i ' Seminole County, l or'darun Svt,ih 47-46.00•Wost, along the. t Uthea`sterly Line;: of l-ot. A,: i'6'I 0 feet, .thence run North '08=15 onight.oday, i'ne of- SCLt Cf0 -wept41172feetRa;iroad, three run North $'l t45 a0 East, along "ai.d' Ri ht-of-waq "' f e f 6 3'9 68 1 iti et' totiha No:rtheas't corner of:r6lock' f ; A. F.G. VE`IaATABLE TRACT, a.ccordi ng t kthe` Pal a ti, thereof : a-s recorded i rtI" ' P. of.SBooaindle- County, Florida thencerun 'South 47 46- 00 west, y685 72{feet .to the Point, of i B tttni ig On & of Block °C, said _A F G Y'ERCA:TABLE TRACT ands} Lot Ar A*A,i; d !A F': .; INOUSI 'iAfL "'TRACT; and„ atrt; of Lot'`5(o g ! P4'' SbfiT:TN' S ' SURDI=CII S IOIV, a:cc r i4ng to the Plat thereof as nt ' Tel in Prlat 8bok 1, Page 55; of the Public Recor.ds.-of Seminale County, i lorida rtyl b; /}j.,j"y W$.•, 47 ti7 .C. iDF i r l;. i''. f}ft•1 4 t ''{x s .? '{ .. t { a: r ' , c" .lTn y ! ' ss,f tE -• -. A, it ,i ' t `° 1- - 3 ,}v , r ''`tir " ` - . r Y y5? ti,'xE ; y_r.;{...` 'a. .ii,-.` •a 4.f' 3 i i t rv''t s i"' s "Y'i aq.:,e r.r ;s 8rk t f. -'1 -•J,p _4.rs , : 13 _:. , l +,'...,E*} _ h MOtk ua. { iI U., Y, _ k b'- 4k, ,h ,. T. xf,'•f:.. " ' .' x+1 IlY+y' F` t t1 4, ^ y ciG;k.t .r r':','i+#`W h t $ ' ! ` rl y n .a Y"'1 t F fir+ fr N4 i, r STATE OF FLORIDA DEPARTMENT OF INSURANCE AND TREASURER TALLAHASSEE, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT: HALTER HENRY BARSTOW III PO BOX 1747 MAITLAND, FLORIDA 32751 BUSINESS ORGANIZATION: SOUTHEAST FIRE SPRINKLERS, INC CONTRACTOR I1 IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE, INSTALL. INSPECT, ALTER, OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPPAY SYSTEMS, FOAM -WATER SPRINKLER SYSTEMS• FOAM -WATER SPRAY SYSTEMS STANDPIPES. COMBINATION STANDPIPES AND SPRINKLER RISERS, EXCLUDING ENG EKED SY STEM S. INSURANCE COMMISSIONER O 01 8 O 1 O 0085170185 45014301 150.0 3 8 TREASURER AND STATE ISSUE DATE TYPE CLASS UNi LICENSE OR PERMIT NUMBER APPLICATION TAXES 8 FEES COMPANY EXPIRATIONFIRE MARSHAL CODE DATE F- ..*J-. F!: F- F- 4'--> -I * FE. "**H'* A7 P,, 0 E3 4e cm U P., 11 iF:::" 11 H ' F:;t ED iE3 io-' 111114 i # -I*- --i*- --A-- -1* -r4:.- -:9-- -4*.- -:k# -zJ.* A*-E- AN 45 AN 4. 4. AN -rt- --k:N -J4- --J.* -4*- -J4- -A*- A:E- -1*- -1*4- -J*- so AN F*-' L.- r-F i;:E- -44- -14- --34:- -14- -J*- i1 --:Wi- AN --il*- -i;N --i:F --!:F- --igr -14- --TN --r-F -'A'- -IN# r-F --:I* -i* --r*- -it*- CONTRACTOR DEAN YOUNG NAME ERYCKSON PROJECT LOCA1101',i 100 ALBRIGHT ROAD SYSTEM NO,. 1. CONTRACT NO,. 80% S0Ull AS[ F1RE SPRlNK|ERS / i MA]TLAN[, FL 32751 ' 3O5-]31-7464 HYDRAULIC DESIGN INFORMATION SHEEl / NAME ERICKS{VN PROJECT, DATE 10/12/88 | LOCATION 100 ALHRlCHT ROAD BUILDING WAREHOUSE SYSTEM NO. 1 CONTRACTOR DEAN Y0UN(*, CONTRACT NO. 8083 ' CALCULATED BY P. AMATO DRAWING NO. FP-1 ' CONSTRUCTION:( )COMBUSTIBLE (X)N0N-COMBUSTl8LE CEILING HEIGHT i OCCUPANCY WOOD CABINET MANUFACTURING ' S !( >NFPA 13 ( )LT.HAZ ORD.HA}.GP.( )1( 12( )3( )EX.HAZ. Y !(X)NFPA 231 ( )NFPA 2D1C FIGURE 6-1.28,6-2.2 CURVE CLASS III T !(X)SPECIFIC RULING 24 MAX STOR HT.MA[E BY WATER SUPPLY AVAIL.[k4lE 10/4/88 E !============================================================================ M !AREA OF SPRINKLER OPERATION P000 SYSTEM TYPE DENSlT\'- GPM .277 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 130 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 100 MAKE CENTRAL MODEL D-64 S !HOSE ALLOWANCE GPM -OUTSIDE 400 SIZE 17/32 K-FACTOR 11.1 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 286 ' G N ! CALCULATION ! GPM REQUIRED 587.4 PSI REQUIRED 3203 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 15O W %ATER FLOW TESl PUMP DATA TANK OR RESERVOIR A !DATE OF TEST 10/4/88 RATED CAP O ! CAP. O l !TIME Of TES0 11:00A.M AT PSI O ELEV. O E !SlAlIC (PSI) 67 ! ELEV O ! R !RESIDUAL (PSI) 5O ! ! WELL FLOW (GPM) 860 ! ! PROOF FLOW GPM 0 S !ELEVATION 3-O" P P !LOCATION :100 ALBRIGHT ROAD L !SOURCE OF INFORMATION :SOUTHEAST FIRE & SANFORD FIRE INSP. Y COMMODITYDITY WOOD CLASS III LOCATION ENTIRE BLD C !STORAGE Hl. 24MAX AREA AISLE WIDTH O !STORAGE METHOD:SOiID PILED % PALLETIZED % RACK % M M ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T ! C ! ====================================================================== O ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE A G ! ! HORIZONTAL BARRIERS PROVIDED", E ! ! i|NITS - DIAMETER (INCH) LENGTH (F001) FLOW (GPM) PRESSURE ( PSI) S0]O-EAS[ FIRE SPRINKLERS JOB- ERICKS{N PROJECT J08 NO 808A DATE 10/12/88 PACE 1 \ REM[)TE AREA NO. HYDRLC. GA C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV NOTES POINT UT LOSS/F LENGTHS TOl. PF PN 36.00 C=120 12.92 1O.52 Q=K*SQR(P): P= 1O.52 1 2.635 0.00 0.00 K= 11.100 V 2.12 | 36.00 0.0043 12.92 0.06 36.10 C=120 12.92 10.58 K= 11.100 P= 10.58 2 2.635 0.00 0.00 VELOCITY = 4.24 | 72.10 0.0157 12.92 0.20 36.44 C=120 8.92 1O./8 K= 11.100 P= 10.78 / 3 2.635 1T12.0 12.00 0.00 VELOCITY 6.38 ! 108 54 0 O]5 20.92 O.7O 1O8.54 11.48 CS100 4 7.O7 C=120 12.9R 11.16 Q=K*SQR(P): P= 11.16 6 2.635 0.00 0.00 K= 11.100 V 2.18 37.07 0.0045 12.92 0.06 37.18 C=120 4.00 11.21 K= 11.100 P= 11.21 5 2.635 1112.0 12.00 0.00 VELOCITY = 4.37 74.25 0.0166 16.00 0.27 i 108.54 C=120 2.60 11.48 0A= 108.54PT= 11.48 ' 4 3.960 1T15.0 15.00 0.00 VELOCITY = 7.02 18b.79 0.0311 17.60 0.55 18L.79 12.03 CS101 21 36.02 C=120 12.92 10.03 Q=K*SQR(P): Pc 10.53 i 7 2.635 0.00 0.00 K= 11.100 V 2.12 ! 36.02 0.004.-1 12.92 0.06 36.12 C=120 12.9a 1O.59 K= 11.100 P= 10.59 ' 8 2.635 0.00 0.00 VELOCITY = 4.24 i 72.14 0 0157 12.92 0.2O 36.46 C=120 8.92 1O.79 K= 11.100 P= 10.79 9 2.635 1112.0 12.00 0.00 VELOCITY = 6.39 i_______________________________________________________________________________ 100.60 O.O335 20.92 0.70 1O8.60 11.49 CS102 10 37.O9 C=120 12.92 11.17 Q=K*SQR(P): P= 11.17 12 2.635 0.00 0.00 K= 11.100 V = 2.18 37.09 0.0045 12.92 0.06 SOUMEAS[ FIRE SpRlNKLMS JOB- ERICKSON PROJECT JOB NO 8083 DATE 10/12/88 PAGE 2 ' AREA NO. HYORLC^ GA Co EQUIV. PIPE PT PT ' REF. FLOW DIA. FIlTING FTGS. PE PV ***** NOTES ***** POINT Ql L0SS/F LENGTHS TOl. PF PN 37.19 C=120 4.00 11.0.) K= 11.100 P= 11.23 . 11 2.635 1112.0 12.00 0.00 VELOCITY = 4.37 74.28 0.0166 16.00 0.27 108.60 C=120 2.60 11.49 QA= 108.60PT= 11.49 10 3.260 1115.0 15.00 0.00 VELOCITY = 7.03 | 182.88 0.01 17.60 0.55 18p.88 12.04 i CS103 ' 22 i 36.09 C=120C=12O 12.92 1O.57 Q=K*SQR(P): P= 10.57 1-A 2'M5 0.00 0.00 K= 11.100 V = 2.12 36.09 0.0041 12.92 0.06 36.18 C=120 12.92 1O.63' K= 11.100 P= 10.63 14 2.635 0.00 0.00 VELOCITY = 4.25 72.07 0.0157 12.92 0.20 36.53 C=1aO 8.92 10.8-`3 K= 11.100 P= 10.83 15 2.635 1T12.0 12.00 0.00 VELOCITY = 6.4 108.80 0.0B36 20.92 0.70 1O8.BO 11.53 CS104 16 37.16 C=120 12.92 11.21 Q=K*SQR(P): P= 11.21 18 2.6% 0.00 0.00 K= 11.100 V = 2.19 37.16 0.0046 12.92 0.06 3/.26 C=120 4.00 11.R7 K= 11.100 P= 11.27 17 2.635 1T12.0 12.00 0.00 VELOCITY = 4.38 74.42 0.0166 16.00 0.27 1O8.79 C=120 2.60 11.03 QA= 108.79PT= 11.53 16 3,260 1T15.0 15.00 0.00 VELOCITY = 7.04 1E4.21 0.03111 17.60 O.55 189.21 12.08 CS105 2 T8.52 C=120 8.92 12.04 Q=K*SQR(P): P= 12.04 1c/ 2.635 1T12.0 12.00 0.00 K= 11.100 V = 2.27 8.52 0.0049 20.92 0.10 O.O0 C=120 2.60 12.15 QA= O.O0PT= 12.15 20 3.260 1T15.0 15.00 0.00 VELOCITY = 1.48 38.52 0.0017 17.60 0.03 3 3r ## it •3f 3f .r,. .. .. 3 ..3i. .....;i. . .... 3 ..3;. u s(:)I..J I'•HEAs I'• FIRE SPRINKLERS TC)B- ERICKSON PROJECT JOB NO 8083 I:)(-ll.E 10/12/88 PAGE 3 REMOTE AREA NO. HYUR LC . CAA "C: " EQUIV. F':rPE F,..1.. P-1 REF .. FLOW I IA ., FITTING FIGS. PE F'V ## 3b## NOTES ##### POINT UT LO'ki:::i/F LENGTHS Tol . PF• PN 3B.52 12.18 CS 1 O6 24 j a 182./9 C=120 10..00 12.03 A= 182.79I'1..= 12.0:.3 21. 6..157 0..00 0.00 VELOCITY := 1.£3S WPM .. % 9 0 ., 0 O 1 i::? 10.00 0.01 12-0- 1 3r:. t:.3 Y 2 ( 1:-) 1. C .. (, (, alr_.. O4 r', -:: . ,.. ., 8 , _ . a 1. i i .lt3c. uc:(= 1"' 1c' 1 W".. 6 35', 0..00 0.00 VELOCITY 3.69 36S .67 0.0003 10.00 0.04 183..21 C:=120 1.0..00 12..08 QA:::: 1k3:::3.211"Ti - 1e'_..08 2:"3 6.307 0.00 0.00 VELOCITY =° 5. 55 54B . B8 0.0092 10.00 0.09 38 .. S..y 2 0 2E14.0 ter.: w !, i.... 24 6. ......., 28.00VELOCITY S. 914 S87.40 00 .I. (l"t 2 % 1 .. SO 2 W-1- 100.. 00 Ir: 0 R6..00 1!:3..02 QA= 100.00PT= IS.02 25 6 ..I S—/ 12.00 IP .::341 VE:I_C)!v'./..•T`f = 6. 9S 687. 40 0.01.39 12.00F. 38..00 003 PE:= FOR HT. OF 28.5 bail.!- I.0 r? .F39 CS:I.0.7 BASE 0. 00 t;=:1 so 4E21 .. 1 120.00 27.89 QA= 0.00PT'= 27.8V BASE. 6.080 2T•/IS..3 178.16 1..S2 VELOCITY = I.S9 681. 40 00.0114 3 .00F .. 298.16 3.43 PE:= FOR HT. OF 3.S 399. 99 ISO 0.01 32.83 QA= 399. 99PT= 32.83 HOSE 6.080 0.00 0.00 VELOCITY = 12.01 108 . 39 0..0268 0..01 0.00 1087 . 39 3203 L33CS 108 POC: S0U[HEAS[ FIRE SPRINKLERS JOB- ERICK5ON PROJECT JOB NO 8083 DATE 10/12/88 PAGE 4 6 12 18 t t 37.07U.M7.16 t t 5 11 17 74.5/4.2874.42 4 10 16 20 108.54108.60108.8038.52 V V 3 9 15 19 V V V 72.1072.1472.E`7 V V 2 8 14 V V V 16.0096.0236.09 V V 1 7 1ii 4 10 16 p0 t 18.79182.8818.21 8.52 18P.79 t 548.88 t P1<<<22<<<23<<<24<<<25 365.67 58}.4O f 681.40 t 687.4O 8ASE<<<<<<HOSE<<<<<<FOC 1087.39 SOUTHEAST F{HE SPRlNKLEHS ************************* JOB- ERICKSUN PROJECT JOB NO 80E8 DATE 10/12/B8 PAGE 5 WATER SUPP|Y SCHFMAlIC***************************** STATIC pRES, ! PSI67000 / S ' U . p ! p . Y RESIDUAL PRESS. ! C 5O.000 PSI AT ! U 860.00 GPM ! R V ! PRES. AVAILABLE ! 40.761 PSI SAFElY MARGIN + . ! 7.911 PSI v . ! SYSlEM DEMAND--> *--------------* * <-- FLOW AVAILABLE 587.40 GPM / 500 GPM HOSE + . 1254.26 GPM T0TAL DEMAN[ ! . ! 12.830 PSI AT! . ! R / 1087 4O GPM C . N ^ M 1490.14 GPM E AT 20.000 PSI ! D ! | 11.260 PSI (ELEVATION) ! i FLOW (GPM) | FLOW SUMMARY SYSTEM FLOW 587.40 GPM INSIDE HOSE 100.00 GPM OUTSIDE HOSE 400.00 GPM TO[AL DEMAND 1087.40 GPM 1 0.277 X 2000.00 = 554.00 OVERAGE = 33.40 GPM = 33.40 RACKS = 0.00 INSIDE HOSES = 100,00 OUTSIDE HOSES = 400.0O FLOW REQ'[) FOR SYSTEM = 5E/7.40 FLOW AT BASE OF RISER = 687.40 MIN FLOW Al BASE OF RISER = 687.40 TOTAL FLOW = 1087.40 STATIC PRESSURE = 67.00 RESIDUAL PRESSiRE = 5O.00 RESIDUAL FLOW = FLOW FROM CITY SUPPLY Al 20PS1 = 1490 GPM PRESSURE FROM CURVE @ TOTAL FLOW = ELEVATION 0.00 FOOl = 86O.O0 40.76 0.00 Nil".. DI "C" LENGTH FACTOR + FLOW PF FLOW VELOCITY ADDITIONAL VALVE LOSS, ETC. ` = 5.00 SAFETY MARGIN = 0.00 PRESSURE AVAJLABLE FOR SYSTEM 35.76 F"'r(CILIS ova o 0 ,4 I b r- ;5 h+- Gaol P rrAj -I- fit- 02 02 0 9