HomeMy WebLinkAbout1000 Stonebrook Dr 91-357 Plans SprinklersLIETTEEQ 0[F UMUSEDUMU
TO: City of Sanford Fire Department
1303 South French Ave.
Sanford, Fla. 32771
ENCLOSED YOU WILL FIND:
V=WVY"N&E
Automatic Fire Sprinklers, Inc.
222 CAPITOL COURT • OCOEE, FLORIDA 34761
407) 656-3030 FAX: (407) 656-8026
Job No. #90113BJ Date: 11/21/90
Re: Placid Lake Apartments
Attention: Plans Review
Copies Date Description
3 11/14/90 Fire Sprinkler Plans Sheets 1-8of8 Sealed
2 Hydraulic Calculations Sealed
1 Permit Application
1 State Certificate
1 Legal Description
X X
For approval For your use As requested For review and comment
REMARKS
Please return one (1) set of plans with your stamp of approval and/or comments
along with our permit for the above referenced project.
19'O
Thank You!
w DEr'T
Signed:
Tamie Martinez
Operations Secretary
Copy to
KSONVILLE BRANCH: 8963 Phillips Hwy. Jacksonville, FL 32256-1303 ** Phone: (904) 268-3030
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Automatic
Fire Sprinklers, Inc 222
CAPITOL COURT. • OCOEE,.,FLORIDA 34761 TO:
City of `Sanford Fire Department 1303
South French Ave. F
Sanford,
Fla. 32771 ENCLOSED
YOU WILL FIND: 407)
656-3030 FAX: (407) 656-8026 Job
No. #90113BJ Date: 11/21/90 Re:
Placid Lake Apartments Attention:
Plans Review Copies
Date Description 3
11/14/90 Fire Sprinkler Plans Sheets 1-8of8 Sealed 2
Hydraulic Calculations Sealed 1
Permit Application 1
State Certificate 1
Legal Description, X
X For
approval For your use As requested, For review and comment REMARKS
Please
return one (1) set.,of plans with your stamp of approval and/or comments along
with our permit qor the above riftr.enced project. Tamie
Martinez Operations
Secretary Signed:
Copy,
to: JACKSONVILLE
BRANCH: 8.963.:Phillips Hwy. Jacksonville, FL 32256-1303 ** Phone: (904) 268-3030
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DATE November 30, 1'990
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RE.` Placid Lake Apartments
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407 656=3030, . Fax: 407 656 8026 Branch,Offii a .Phillips Highway •
Ja'ckson, le, FL 32256 1303 904 268-3030 Fax, 904 268 0724
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CONTRACTOR DEMETREE:CENTRAL NAME -,.:
PLACID LAKE APTS. LOCATION.';--
LIVE OAK & AIRPORT CJLVD' YSTEM(
NO TYPE Z r #$
CMTRACT , NO.. 90113
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HY.DRAULIC DESIGN INFORMATIONSHEET CID
LAKE APTS.--TpRTE' 11/15/.90 IVEOAK &,AIRPORT BLVD SYSTEMNO
TYPE,, 2 DEMETREE "
3CENTRAL CONTRACT` "NO. 9t)113= `. CiYCLARKDRAWING.- ON: ( >
COMLiUSTICiLE (X)NON-COMC USTICiLE ' CE'TLING 8 HEIGHTRESIDEN'TIALr" ,. 13 ( )
LT.,HAZ: ORD.HAZ.GP (. ).i( )2t >3('>)EX.:HAZ. — 231
FIGURE 13R CURVE"4: MD DESIGN ER: IFIC'
RULING . NFPA 13R MADE" CJY ' DATE rF°
SPRINKLER'OPERATION,1024~ w: SYSTEM TYFE+ f=
GPM ` :1 ' (X)WET( )DRY(,)DELUGE( )PREACTIgN EfcSPfcTNKLERi256SPRINKLER, OR NOZZLE LLOWAiCEGPMINSIDE0MAKE, CENTfMODEL ` GCi=R t LLOWANCE GPM -
OUTSIDE 0 SIZE. 7/16°' K FACTOR 4.3. FCINKLER ALLOWANCE
0 TEMPERATURE RATING REQUIRED77777- 58.
99PSI—REQUIRED 51.04' AT'rBASE OF RTSEfi FACTOR USED:
OVERt;EAu'15A UNDERGROUND r ol54i s
ow
TEST !
F'DATA ! TANKMOR TEST ?11J94
RESERVOIR RATED CAP,`
0 ! CAP.,, 0 TEST AT
F'SI p , `ELEVL' PSI) 55 '
ELEV p 1?30 !..
WELL 1) ! N3
PROOF FLOW GPM .0 1 1
CITY, WATER IFINFO;RMATION
P'WAFS.. a CLASS LOCATION` NT.
AREALAISLEWIDTH " METHOD: SOLID PILED Y.
PALLETIZED °. / RACK Y.7777 STiVGLE' F:Ow
t ) CONVEN. PALLET t .) AUTO. STORAGE ; (;' ) ENCAF DOUBLE POW ( )SLAVE PALLET ( )SOLID SHELVING., (.MON—ENCAP:. MULTIPLE ROW ( )OPEN SHELVING.
LUE SPACING:CLEARANCE STORAGE
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JOLT NO 90113. DATE 11/15/90 PACE 1 .
FLOW SCHEMATIC##**###**###*•*###*#*#*#*###**#**
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E:APtS. JOB NO 90113 DATE 11/15/90. FAGE.'2
WATER.SUPPLY SCHEMATIC*****************************- 3
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FLOW AVAILABLE-
0 - GPM HOSE T' 841.05 GPM _'
E TOTAL DEMAND
v ! 51.040 PSI AT!
58.99 GPM
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RESIDUAL PRES.-:*
47.000 PSI AT.
ti 1230.00 GPM
2731e36-GPM
AT 20.000, PSI
PSI (ELEVATION)
FLOW (GPM) r
FLOW SUMMARY
SYSTEM FLOW S8.g9 GPM k
TOTAL DEMAND 58.99 GPM
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WAYNE AUTOMATIC FIRE SPRINf LEROVkPLACIDLAY,E APT5 JOLT NO
TYPE
90113 DATE 11%15/;90 FAGE 3
2 CALCS###############*.######*#####
C EQUIV., PIPE F.T P7
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VELOCITY.>. 14.07, °
26.92;0.3434 10.00 ;: 3.43'
16.07; C--1.54 . 1.00 13.96 K- 4.300 F'- 13.96
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1. 400 8.00 0.00 VELOCITY: ' 6. 86
4"32.92 ,0:0"531 37.00 1.96
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5 L 07 F0.0344 70.00 2.41
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28.21 C 1`50 91.00 :< 29.32^^ tiA= 28.21PT= 29.321,400 ` .27 6.0 12 08 ; 0.00 VELOCITY- 98
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29.47
VELOCITY. 6.41
30.77 0.0468. 15.04'.,: 0.70
0 00 C-150 3.00 30.17 LEA=' 0.00PT= 30.1711 ` 1.400 IT 6.0 6.04 0.00 VELOCITY.. 6.4130.77`0.0468 9.04 0.42
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0.04 C 150 44.00 31.77 LEA= 0 '00PT= 31.7714fi1.400 IT 6.0 6.04 0.00 VELOCITY '6.41....
0468 50.04 2.35
30.77 ` 34.12 CS 1` 3
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65.00 31.28 GA i8.,PT-.31..:81.4.00 iT 6.0 6.04 0.00 VELOCITY 5.88
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30.77 C 150 1E11.0 29.00 34.12 LEA ;3077PT-..34..12212.r003 11.02 12:99 VELOCITY:_ '6
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WAYNE AUTOMATIC FIRE SPRINKLER
JOLT , PLACID LAKE 'APTS." JOC; ; CIO 90113 DATE 11/15/90 PAGE 54#.-** *******.*********TYPE 2 CALCS
HYDRLC:rf RA C EQUIV.,PIPE PT PT'
REF.f x
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DIA: a FITTING FTGS.' PE pV ## NOTES,***** POIhT ,° RT LOSS/F LENGTHS TOT. FF FN
zs 4ti Oa00' C 150. 1E11
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58.99 4.0272 12.00F. 33 02 0.90 rn
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5899 51 04, CS 13 CONN -
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6.0 b 04 ;" ' . 0.00 VELOCITY 588 22
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92- CS:.13 R
30.77 C=150 10.00 30.59 RA=.; 30.77F'T=,:30.59 1' .400 1T 6.0 6.04 0.00 VELOCITY- 6.41 4
yes 130.77>0.0468 16.04 0.75 w. 30
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2211y C=150 3. 00 30.92 RA! 28• 2PT= 30.92 1.
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Cod' pu—rER DESIGN
CONTRACTOR,DEMETREE CENTRAL
NAME PLACID LAKE APTS.
LOCATION LIVE OAK & AIRPORT BLVD
SYSTEM NO. TYPE 3
CONTRACT NO, 90113
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WAYNE AUTOMATIC FIRE SF'
OCOEE, FL. 32761
447-656-3030
HYDRAULIC DESIGN INFORMATION SHEET
NAME" PLACID LAKE APTS._-DATE 11/15l90
LOCATION LIVE OAK & AIRPORT BLVD
BUILDING TYPE 3 SYSTEM NO. TYPE 3
CONTRACTOR DEMETREE CENTRAL CONTRACT NO. 90113
CALCULATED BY CLARN. DRAWING NO. 3
CONSTRUCTION:( ')COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 8
OCCUPANCY RESIDENTIAL
S • ' ( ') NFPA 13 ()LT. HAZ. -_-- ORD: HAZ. GF'. ( ) f () { )3( ) EX HAZ.
Y !'(:.)NFPA ?31 ( )NFPA 231C FIGURE 13R CURVE 4"HD DE5IGN'
S !(=)OTHER
T !(X),SPECIFIC RULING NFPA 13R MADE BY DATE
i"i AREA OF SPRINt{LER OPERATION 1024M SYSTEM TYPE -
DENSITY- GPM ,1 (X)WET( )DRY( )DELUGE()PREACTION
D AREA.: , PER SPRINKLER 255 SPRINKLER O>i NOZZLEE !HOSE ALLOWANCE GPM -INSIDE 0 MAKE CENTRAL MgDEL GD-R
S !HOSE ALLOWANCE GPM --OUTSIDE 0 SIZE 7/16 f{-FACTOR 4.3
I !RACK SPRINKLER ALLOWANCE ',0 TEMPERATURE RATING. 160
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CALCULATION ! GPM REQUIRED 62.99PSI -REQUI ED,49 08y~AT`BASE`OF.RISER T SUMMARY '
C FACTOR USED; OVERHEAD 150 UNDERGROUND '15,0 W
WATER FLOW. TEST !,PUMP DATA TANK Ok RESERVOIR_. A
DATE OF TEST 11/90 ! RATED CAP CAP.. 0 T
TIME OF TEST ' AT PSI 0 ELEV. 0 ` E
STATIC (PSI) 55 ! ELEV 0 R
RESIDUAL (PSI) 47 WELL ' FLOW (
GPM) 1230 ' PROOF FLOW GPM 0 S
ELEVATION . 3 U
P
LOCATION ; CITY WATEFr L
SOURCE OF INFORMATION ;WAFS Y
COMMODITY
CLASS - LOCATION__.. C
STORAGE HT, AREA AISLE 0
STORAGE METHOD;SOLID FILED X PALLETIZED WIDTH
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M
SINGLE ROW ( )CONVEN.M
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A ! ( )MULTIPLE ROW O1='Eta SHELVING CLEARANCE;
STORAGE TO,CEILING 0K ! FLUE SPACING,+ R
LONGITUDINAL TRANSVERSE A
G
HORIZONTAL BARRIERS PROVIDED' E
UNITS -
DIAMETER (INCH)T _LENGTH (FOOT) FLOW GPM) -PRESSURE (PSI) FlR.
E . 1F'l oTv=CT 10N _ _. By COMPUTER DESIGN'
JOCK
WAYNE AUTOMATIC FIRE SPRINKLER
PLACID LAKE'A TS.
TYPE
JOB NO" O 90113 DATE 11/15/90,PAGE 3-
3 CALCS******
77777
HYDRLC. QA „C,, : EQUIV.° FIFE > PT PT E
REF:
POINT-
FLOW DIA. FITTING FIGS.. PE PV** MOTES ### QT LOSS/F LENGTHS TOT. FF . PM
12.97 C=150 3.00 9.10 -' Q=K*SQR (F) . P=
1 0. 884 0.00 0.00 K= 4.300 V = 6.7812.97 0.0889 3.00 0.27
0. 00 C-150 8.00 " 9.37 QA= 0.00PT= 7.37120.884 0.00 VELOCITY' = 6.78 .
12.97..0.0889 8.00,_ 0.71---------------- e
0.00 C=150 6.00 10.08 QA= O.00PT= 10.083, 0.884 0.00 0.00 VELOCITY = ,'6.78
12.97 0.'0889 6.00 0.93
14.01 C=150 12.00 10.61 h,4___4300-P=^ 10.bi40.884 0.00 0.00 VELOCITY = 14.1
26.98 0.3447 12.00 4.14
16.51 C=150 9.00 14.75 ____----`--_ T4.300`P= 14.7550.884 0.00 0.00 VELOCITY 22.72
43.49- 0.8341 9.00 7.51
b
43.49 22.26 CS 10
19.50 C=150
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9.00 20.57 Q=K*SQR(P); P= 20.5770.884 0.00 0.00 K:w 4.300 V - 10.1919.50'0.1891 9.00 1.70
8
23.86 C=150 9.50 22.28 QA=-23.86PT= 22.28
1.400 IT 6.0 6.04, 0.00 VELOCITY = .91
4.36-0.0012 15.54 0.02
6
43. 50 "' C=150 1E 8.0 12.00 22.26 QA= 43.50F'T= 22.26
1.400 2T 6.0 20.08 0.00 VELOCITY;-_ 8.15
39.14''0.0731 32.08 2.35
9
39.14 4.60 CS 11
8
23.86 C=150 106.00: 22.28 tiA-
T
i,13.86PT=^22.281.400 2T 6.0 12.08 0.00 VELOCITY =. 4.9723.8&:'0.0292 118.08 3.46
12
0.04 C=150 10.00 2573
m.---__
QA= O.00PT=25.73
1.400 IT 6.0 6.04 0.00 VELOCITY _ 4.9723.86.0.0292 16.04 0.47
13
b.80 C=150 10.00 26.20 QA= 6.80PT= 26.201.400 IT 6.0. 6.04 0.00 VELOCITY = 6.3930.G6 0.0465 16.04 0.75
w=
WAYNE AUTOMATIC FIRE SPRINKLER
JOEi-'PLACID LAK APTS. JOCK NO.90113 DATE 11/15/90 PAGE 4
TYPE 3
HYDRM,:: IA C" EQUIV. PIPE PT PT
REF.` ;; FLOW; DIA., FITTING FTGS. PE PV ### NOTES##
PDINT LET .,'LOSS/F LENGTHS TOT. F'F F'N
30.66 26.95 CS 12
14
39.14 C=150 10.00 24.60 CAA= 39.14PT= 24.60
9 1.400 IT 6.0 6.04 0.00 VELOCITY -- 8.15
39.14 0.0731 16.04 1.17
6.80'' C=1,50 10.00 25.78 OA- - - 6.80PT =25. 78
10 1.400 IT 6.0 6.04 0.00 VELOCITY = 6.74
32.34 0.0513 16.04 0.82
0.00 C=150 1E 8.0 62.00 26.60 CAA= O.00PT= 26.60
11 1.400 2T 6.0 20.08 0.00 VELOCITY = 6.74
32.34 0.0513 82.08 4.22
32.34 30.82 CS 12 __
15
30.66 C=150 1E 8.0 63.00 26.95
M
TQA= 130.-66PT= 26.95
14, 1.400 2T 6.0 20.08 0.00 VELOCITY = 6.39
30.66 0.0465 83.08 3.87
30.66 30.82
9
CS 12 ~ ---
g
6.80 C=150 2E 8.0 109.00 26.20 --------QA-----6.80PT= 26.20
13 1.400 4T 6.0 40.16 0.00 VELOCITY = 1.42
6.80-0.0028 149.16 0.43
6.80 25.78 CS 12
10
63.00 C=150 2E11.0 24.00 30.82 CAA= 63.00PT- 30.82
15" 2.003 22.04. 12.99 VELOCITY = 6.41
63.00 0.0308 46.04 1.42 PE= FOR HT. OF 30.0
0.00 C=150 2E11.0 10.00 45.23 LEA= O.00PT= 45.23
TASR 2.003 IT 9.9 44.01 0.00 VELOCITY = 6.41
63.40 0.0308 12.00F. 54.01 1.66
0.00 C=150 1E11.0 50.00 46.89 CAA= O.00PT= 46.89
BASR 2.003 IT 9.9 20.99 0.00 VELOCITY ,'= 6.41
63.00 Q.0308 70.99 2.19
63.00 49.0$ CS 13
CONN. .
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THIS CERTIFIES THAT: RANDALL i ALMOND
222 CAPITOLCOURT
OCOEE FLORIDA 32761
BUSINESS ORGANIZATION: FIRE SPRINKLERS INC
f
4* j iCONTRACTOR 11 IS LIMITED TO THE EXECUTION OF.CGNTRACTS REQUIRING THE ABILIT LAYOUT,
FABRICATE9 INSTALL9 INSPECTo ALTER9 OR SERVICE WATER SPRINKLER SYSTEMS* WATER
SPRAV SYSTEMSp FOAM —WATER SPRINKLER FOAM —WATER COMBINATIONSTANDPIPESs
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07 01 901 071 161 071 027668000181 81226100021 150.001 1 1 911 INSURANCE COMMISSIOW COMPANY
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DESCRIPTIONI
TRACT 'B', PLACID LAKE ACCORDING TO THE PLAT THEREOF ASRECORDEDINPLATBOOK43, PAGES 5 THROUGH 10 SEMINOLECOUNTY, FLORIDA.
1• P.A.C. LAND DEVELOPMENT. INC. 7. IbTAL NO. OF UNIT2281LEEROAD. SUITE 206 244
WINTER PARK. FLORIDA 32789 8. BIRLDING (407) 628-3065 30 FT. 's
20 FT.
2• LOCHRANE ENGINEERING, INC. 20 FT.
201 SOUTH BUMBY AVENUE 9. LMMAREA- 16.808tORLANDO. FLORIDA 32803
407) 896-3317 10. PARKING RECAP: PARKthIG
3. SURVEYOR/ LOCHRANE ENGINEERING. INC.
TOPOGRAPHY: 201 SOUTH BUMBY AVENUE
ORLANDO, FLORIDA 32803
407) 896-3317
4. SURVEYOR/ DOUDNEY SURVEYORS. INC.
BOUNDARY: 200 EAST COMMERCIAL STREET
SANFORD. FLORIDA 32771
407) 322-1451
5. ARCHITECT FUGLEBERG KOCH ARCHITECTS
2555 TEMPLE TRAIL, SUITE 101
MINTER PARK, FLORIDA 32789
407) 629-0595
6. ! MUME1
WATER/SEWER: CITY OF SANFORD UTIU11ES
P.O. BOX 1778
SANFORD, FLORIDA 32772
407) 330-5600
ELECTRIC. FLORIDA POWER do UGiT CORP.
P.O. BOX 1817
SANFORD. FLORIDA 32771
407) 322-5381
2 SF
PARKING
3
REGL
HAKE
MTA
11. PROPOSED LAND COMA
PAVEMENT
BUILDING
RETENTION
OPEN
CLUBHOUSE
TENNIS COURT/ VOLLEYBALL COURT
TOTAL
12. MAXIMUM BUILDING HEIGHT 35 Fl
fa«.cQ Cade Ap-ts
I000 SiUh t hr6U t r
14, 35
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