312 W 1 St - NO PERMIT # (FIRST FEDERAL OF SEMINOLE) (FIRE) DOCUMENTSNTON FIRE SPRINKLERS
P. 0. Box D
LONGWOOD, FLORIDA 32750
Phone A/C (305) 831-3414
TO City of Sanford FjrP Department
14th. Greet &-Fresh
Sanford, Florida —3 27
DATE JOB NO..
A
ATTENTION
RE:
First Federal nf qemjnnli
312 West First Street
Sanford
GENTLEMEN:
WE ARE SENDING .YOU .. EX Attached Under separate cover via the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order
COPIES DATE NO. DESCRIPTION
4-2-81 1 DrawinclsShop
THESE ARE TRANSMITTED as checked below:
X
1.
REMARKS
For approval
For your use
As requested
For review and comment
FOR BIDS DUE
After your review,
Approved as submitted
Approved as noted.
Returned for corrections.
19
please place your stamp
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
of approval and/or comments on two (2)
sets, so that we may' have one (1a for the hi,; l d; ng department for a 3—r permit applicatio i
to call our office..
COPY TO
SIGNED:
FORM 2403 Avfllle6le from Groton, Mass. a1450 -
r
If enclosures are not noted, kindly. notify us at once.
Diane
WIGINTON FIRE SPRINKLERS
P. 0. Box D
LONGWOOD, FLORIDA 32750
Phone A/C (305) 831-3414
TO Ci tv n ford Btiu 1-ding Deparbm6nt
CityHall -I
P0.
Box 1778 N. Sanford,
F1
32771 GENTLEMEN:
WE
ARE
SENDING YOU [X Attached Under separate cover via the following items: Shop drawings
Prints Plans Samples Specifications Copy of
letter 0-Change order . N Necessary' information for __rmit app!irati= DATE JOB
NO. - 81039 ATTENTIO
RE:
First
Federal
of Seminole 312 West
First Street Sanford, FL ,
32771 COPIES. DATE
NO. DESCRIPTION 2 4-
2-8 1 Co '
1 Our
cost
of this project is $11,900.00), THESE ARE
TRANSMITTED as checked below: For approval
Approved as submitted Resubmit copies for approval f For
your use Approved as noted Submit copies for distribution As requested
Returned for corrections Return corrected prints El For
review and comment FOR BIDS
DUE 19 PRINTS RETURNED AFTER LOAN TO US REMARKS Plp_
a-au- be advised that thiiz_ General CGntx-acterls permit en tahas project is 1#14641_ Williams Develo
tir the above
referenced pmjet, and Liar, for Game If gym„ ahni,ld have any questions, pleasP- do not
hesitate to call our office COPY FORM
240-
3 Available from A a Groton, Mass.01450' SIGNED: If
enclosures
are not as noted, kindly notify us at once:, Diane Lewis
STATE OF FLORIDA-
DEPARTMENT OF INSURANCE AND TREASURER
TALLAHASSEE, FLORIDA SINES
a F
y 4 4
STATE FIRE MARSHAL $
u -
CERTIFICATE OF CMMPITENCY
THIS CERTIFIES THATI J0F5 E WIGINTON
LU;vGWSOgDELORInA 32750
QUALIFIV TO ENGAGEHIN THE BU INEgS 0 CM TRAUTfNGI pR FIREAPROTE T 0 1 SYSTEMS 0
WIGINTON FIRE SPRINKLERS INC
INSURA E COMMISSIONER071011800711010010897350278-00 0087106 07500 06 30 81 TREASURER AND STATE
ISSUE DATE TYPE CLASS OU.T LICENSE OR PERMIT NUMBER APPLICATION TAXES 6 FEES COMPANYT EXPIRATION FIRE MARSHAL
CODE DATE
CITY OF SANFORD. FLORIDA CHECK Q[ M. 0- 0 CASH 13
SUBJECT TO SUSPENSION OR MUST BE POSTED 0
REVOCATION IN ACCORDANCE IN A CONSPICLX%JS PLACE 0 1 10 0W, I TH ORDINANCES OF SAID CITY CITY REGISTRATION N THE PLACE OF BUSINESSN-
CF-RTIFICATF- EXPIRES91-30-19
25% PENALTY IF NOT RENEWED BY NOV. 1 $10.10
WIGINTON FIRE, SPRIIMERS, INC
P.O. BOX D
LONGWOOD, FLA. 32750
This form becomes a RECEIPT ONLY when validated by recelPtin-9
ftmachineshowingDATEANDANOUNTPAID.
JOE W. WIGINTON j-
FIRE PROTECTION SYSTEMS% Specialty) G'Ofiti 2 6
PLEASE MAKE REMITTANCE TO:
H. N. TAMM JR., City Tax Collector
CITY OF SANFORD, FLORIDA 32771
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CONTRACTOR WIGINTON FIRE SPRINKLERS , INC. #
NAME FIRST FEDERAL OF SEMINOLE #
LOCATION SANFORD FLORIDA #
SYSTEM NO. 1 #
CONTRACT NO. 81039 #
W I C3 I P%1T(3rd F= I RE !E3P FZ I r%JKLERS ,'YI
HYDRAULSC DESIGN INFORMATION SHEET=====__________________
NAME FIRST FEDERAL OF SEMINOLE DATE 4/6/81
LOCATION SANFORD , FLORIDA
BUILDING OFFICE BLDG. SYSTEM NO. 1 i
CONTRACTOR WIGINTON FIRE SPRINKLERS , INC. CONTRACT NO. 81039
CALCULATED BY G.W.S. DRAWING NO. 1 OF 1
CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT 9-0
OCCUPANCY OFFICE BLDG.
i
S !(X)NFPA13 (X)LT.HAZ. ORD. HAZ.GP.( )1( )2( )3( )EX.HAZ.
Y !t )NFPA 231 ( )NFPA 2_31C FIGURE CURVE `
S !( )OTHER
T !( )SPECIFIC RULING MADE BY DATE
E
M !AREA OF SPRINKLER OPERATION 1S00 SYSTEM TYPE
DENSITY=GAL/MIN/SG.FT .1 (X)WET( )DRY( )DELUGE( )PREACTION
D !AREA PER SPRINKLER 214 SPRINKLER OR NOZZLE r
E 'HOSE ALLOWANCE GPM -INSIDE 750 MAKE RELIABLE MODEL G
S !HOSE ALLOWANCE GPM -OUTSIDE 0 SIZE 112 K-FACTOR S.62'
I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 16S
G '.
N !
CALCULATION ! GPM REQUIRED 979 PSI REQUIRED 101.S3 AT BASE OF RISER -E
SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 140
W_!WATER ^FLOW TEST PUMP DATA '====TANK OR RESERVOSR
A !DATE & TIME ! RATED CAP 7S0 ! CAP. 0
T !STATIC PSI 60 ! AT PSI 7S ! ELEV. 0
E !RESIDUAL PSI 40 ! ELEV 2.S !
R !GPM FLOWING 1060 ! ! WELL
ELEVATION 2.S ! ! PROOF FLOW GPM 0
IS
U!_________________________________________________________________________
P !
P !LOCATION :SEE PLANS
L !SOURCE OF INFORMATION :SEE PLANS '
Y !
COMMODITY CLASS LOCATION j
C !STORAGE HT. AREA AISLE WIDTH
0 !STORAGE METHOD:SOLID PILED % PALLETIZED % RACK %
M
M ! ! ( )SINGLE ROW( )CONVENTIONAL PALLET( )AUTOMATIC STORAGE( )ENCAPSULATED
R ! ( )DOUBLE ROW( )SLAVE PALLET( )SOLID SHELVING( )NON -ENCAPSULATED
S ! A ! ( )MULTIPLE ROW ( )OPEN
T ! G
0 ! K ! FLUE SPACING IN INCHES: CLEARANCE:STORAGE TO CEILING
R ! ! LONGITUDINAL TRANSVERSE FT.
A
G ! ! HORIZONTAL BARRIERS PROVIDED:
E
F= 11 RE F='FZOTFEE C--T I C3 - -E3`e ir- C3 M F:l UTER CDE!E; I C;;N
VJ = CA a rv-ror4 F = FTEO E3FAFR z PaKL-E=FZA3 , = PQCD
JOB- FIRST FEDERAL OF SEMINOLE JOB NO 81039 DATE 4/E 81 PAGE 1
SPRKLR. GA C" EGUIV. PIPE PT PT
IDENT. FLOW DIA. FITTING FTGS. PE PV#### NOTES #####
GT LOSS/FT LENGTHS TOT. PF PN
14.9 1.049 pE 2.0 3.00 7.00 G=K*SGR(P):P= 7
1 1 C=120 IT 5.0 5.00 0.00 K= 5.620
14.9 0.0754 8.00 0.60
14.9 7.60 K 10= 5.40
1 -T
14. 9 1.049 6.00 7.00 G=K*SGR (P) : P= 7
2 1 C=120 0.00 0.00 K= 5.620
14.9 0.0754 8.00 0.60
15.2 1.380 OE 3.0 9.50 7.60 7.60 K= S.620 P= 7. 32
2 2 C=120 1T 6.0 6.00 0.00 0.28 G= 30.1 IN 1.380"1
30.1 0.0729 15.50 1.13 7.32
30.1 8.73 K 11= 10.19
2 T
r
14.9 1.049 IE 2.0 11.00 7.00 G=K*SGR(P):P= 7
3 1 C=120 2.00 0.00 K= 5.620
14.9 0.0754 13.00 0.98
10-----------------------------
15.0 1.380 1 E 3.0 13. 50 7.98 7.98 K= 5.400 P= 7.70
3 2 C=120 3.00 0.00 0.28 G= 29.9 IN 1.320'
29.9 0.0720 16.50 1.19 7.70
16.7 1.610 7.00 9.17 9.17 K= 5.620 P= 8.81
3 3 C=120 0.00 0.00 0.36 G= 46.6 IN 1.610''
46.6 0.0772 7.00 0.54 8.81
31..1 2.068 5.00 9.71 3.71 K= 10.190 P= 9. 34
3 4 C=120 0.00 0.00 0.37 G= 77.7 IN 2.OE8"I
77.7 0.0587 5.00 0.29 9.34 j
17.3 2.068 1 E 5.0 11. 50 10.00 10.00 K= 5.620 P= 9.44
3 5 C=120 5.00 0.00 0. 56 G= 95.0 IN 2.068"
95.0 0.0852 16.50 1.41 9.44 I
18.3 2.068 12.00 11.41 11.41 K= 5.620 P= 10.626
3 E, C=120 0.00 0.00 0.79 G= 113.3 IN 2.068";
113.3 0.1180 12.00 1.42 10.62
19.3 2.068 OE 5.0 13.00 12.83 12.23 K= S.620 P= 11.75i
3 7 C=120 1T10.0 10.00 0.00 1.08 G= 132.6 IN 2.066'
132.6 0.1579 23.00 3.63 11.75
132.6
7-----------------------------------
16.46 K 12= 32.68 t3T
3s# WI<,Ir-,J `1 FIFE S IRI"KLEFZ I1 C
JOB- FIRST FEDERAL OF SEMINOLE JOB NO 81039 DATE 4/6/81 PAGE 2-i
DESIGN AREA 1####
HYDRLC. GA DIA. EQUIV. PIPE PT PT
REF. FLOW C" FITTING FTGS. PE PV NOTES I
POINT QT LOSS/FT LENGTHS TOT. PF PN I
21.4 1.049 .14.29 14.55 Q=K*SQR(P):P= 14.55
4 1 C=120 0.00 0.00 K= 5.620
21.4 0.1474 14.29 2.11
21. 7 1.049 3.17 1 E.. 66 1 E.. 6E. K = 5.620 P= 14.93
4 2 C=120 0.00 0.00 1.73 Q= 43.1 IN 1.049"
43.1 0. 5385 3.17 1.71 14.93
132.E 2.068 11.13 18.37 18.37 K= 32.680 P= 16.47
4 3 C=120 0.00 0.00 1.90 Q= 175.7 IN 2.068" '
175.7 0.2653 11.13 2. 96 16.47
24.4 2.OEZ OE S.0 4.13 21.33 21.33 K= 5.620 P= 18.8E
4 4 C=120 IT10.0 10.00 0.00 2.47 Q= 200.1 IN 2.068"
200.1 0.3392 14.13 4.78 IS. BE,
200.1 26.11 K 13= 39.16
4 -T
0.0 1.049 14.29 14.98 QA= 0.0 PT= 14.98
5 1 C=120 0.00 0.00
0.0 0.0000 14.29 0.00
0.0 1.04.3 14.29 14.98 GA= 0.0 PT= 14.93
5 2 C=120 0.00 0.00 Q= 0.0 IN 1.049"
0.0 0.0000 14.29 0.00
21. 6 1.380 OE 3.0 4.13 14.98 14.98 K= 5. 620 P= 14.83
S 3 C=120 IT 6.0 6.00 0.00 0.15 Q= 21.6 IN 1.380"
21. E, 0.0394 10.13 0.40 14.83
21.6 15. 38 K 14= 5. S1
5 T
200.1 2.157 15.00 26.11 GA= 200.1 PT= 26.11
CM C=120 0.00 0.00
200.1 0.2754 IS.00 4.13
28."3 2.157 42.58 30.24 30.24 K= 5.510 P= 27.51
CM C=120 31.00 0.00 2.73 Q= 229.0 IN 2.157"
229.0 0.3535 31.00FT 73.58 26.02 27.51
229. 0 56. 2E K 1 S= 30.53
CM
229.0 4.02E, 0.00 56.26 QA= 229.0 PT= 56.26
STOP C=120 0.00 0.00 '
229.0 0.0169 0.00 0.00
3t--3* -3* W I C- I NT C3 F= I FR E SF=> FZ I L__EFZ S v I NC _ -3*-3* -3* -3*
JOB- FIRST FEDERAL OF SEMINOLE JOB NO 81039 DATE 4/6/81 PAGE 3
tt#it#######DESIGN AREA #1#;tttit#tt#tt,
HYDRLC. GA DIA. EQUIV. PIPE PT PT
REF. FLOW C" FITTING FTGS. PE PV NOTES ###
POINT QT LOSS/FT LENGTHS TOT. PF PN
SOO.0 4.026 72.00 SS.2E, GA= SOO.0 PT= S6.26
STDP C=120 0.00 32.30 Q= 729.0 IN 4.026"
729.0 0.1441 72.00 10.38 PE=.4331X 74.57'
98.94 K 16= 73.29
STDP
729.0 8.071 0.00 98.94 GA= 729.0 PT= 99.94'
UDG C=120 0.00 0.00
729.0 0.0048 0.00 0.00
2SO.0 8.071 42.00 98.94 GA= 2SO.0 PT= 98.941
UDG C=120 100.00 0.00 Q= 979.0 IN 8.071"
979.0 0.0084 100.00FT 142.00 1.19
979.0 100.13 K 17= 97.84
UDG
e----------------------------------------------
I
DENSITY X AREA
0.100 X 1500.0 = 150.00
OVERAGE = 49.20 GPM = 49.20
RACKS = 0.00
INSIDE HOSES = 7SO.00
OUTSIDE HOSES = 0.00
FLOW REG'0 FOR SYSTEM = 199.20
FLOW AT BASE OF RISER = 949.20
MIN FLOW AT BASE OF RISER = 949.20
TOTAL FLOW = 949.20
STATIC PRESSURE = 60.00
RESIDUAL PRESSURE = 41.11 RESIDUAL FLOW =
FLOW FROM CITY SUPPLY AT 20PSI = 1424 GPM
PUMP RATING 75.00 PSI AT 7SO.00 GPM
PRESSURE FROM CURVE @ TOTAL FLOW =
ELEVATION = 2.S2 FT =
NO. DIA "C" LENGTH FACTOR
ADDITIONAL VALVE LOSS, ETC.
SAFETY MARGIN (IN PSI)
PRESSURE AVAILABLE FOR SYSTEM
k VA, l C___
949.20
103.72
1.09
FLOW PF
0.00
0.00
104.81
FLOW
DENSITY X AREA
0.100 X 1500.0 = 150.00
OVERAGE = 49.20 GPM = 49.20
RACKS = 0.00
INSIDE HOSES = 750.00
OUTSIDE HOSES = 0.00
FLOW REG'D FOR SYSTEM = 199.20
FLOW AT LASE OF RISER = 949.20
MIN FLOW AT SASE OF RISER = 949.20
TOTAL FLOW = 949.20
STATIC PRESSURE = 60.00
RESIDUAL PRESSURE = 40.00 RESIDUAL FLOW = 1060.00
FLOW FROM CITY SUPPLY AT 20PSI = 1542 GPM
PRESSURE FROM CURVE @ TOTAL FLOW 43.69
ELEVATION = 0.00 FT 0.00
NO. DIA "C" LENGTH FACTOR FLOW PF FLOW
1 7.980 140 408.00 G IH 0.0 2.56 949.20
ADDITIONAL VALVE LOSS, ETC. 0.00
SAFETY MARGIN (IN PSi) 0.00
PRESSURE AVAILABLE FOR SYSTEM 41.11 --.qt
3* # -3* tr l I C3 I "-IF C3" F- I FREE EF' FR I Ni-C L EFL S . I "C _ - -
JOB- JOB NO DATE PAGE 1
DESIGN AREA 2###
SPRKLR. GA licit EQUIV. - PIPE PT PT
IDENT. FLOW DIA. FITTING FTGS. PE PV NOTES ####
QT LOSS/FT LENGTHS TOT. PF PN
21.4 1.049 14.29 14.55 Q=K*SQR(P):P= 14.55
1 1 C=120 0.00 0.00 K= 5.620
21.4 0.1474 14.29 2.11
21.7 1.049 14.29 1 E.. 66 16.66 K= S. E,20 P = 14.93
1 2 C=120 0.00 0.00 1.73 Q= 43.1 IN 1.049"
43.1 0.5325 14.29 7.70 14.93
26.9 1.380 14.29 24. 3E• 24. 36 K = 5.620 P = 22.84
1 3 C =120 0.00 0.00 1.52 Q= 70.0 IN 1. 380"
70.0 0.3474 14.29 4.96 22.84
29.6 1.610 OE 4.0 10.17 29.32 29. 32 K = 5.620 P = 27. E.E.
1 4 C=120 1T .8.0 8.00 0.00 1. E.E. Q= 99.6 IN 1.610"
3.3. E, 0. 314.3 18.17 5. 72 27. 66
39. E, 35.04 K 2= 16.83
1 -T
99.6 2.157 15.00 35.9E, QA= 99. E. PT= 35.9E
CM C=120 0.00 0.00
99.6' 0.0757 15.00 1.14
99.6 2.157 42.58 37.10 37.10 K= 16.830 P= 35.04
cm C=120 31.00 0.00 2.06 Q= 199.2 IN 2.157"
199.2 0.2732 31.00FT 73.58 20.10 35.04
199.2 57.20 K 3= 26.34
199.2 4.026 0.00 57.20 QA= 199.2 PT= 57.20
STDP C=120 0.00 0.00
199.2 0.0130 0.00 0.00
500.0 4.026 72.00 57.20 QA= 500.0 PT= 57.20
STDP C =120 0.00 32.30 Q = E- 3'3.2 IN 4.026"
699.2 0.1334 72.00 9.61 PE=. 4331 X 74. 57 `
699.2 99.11 K 4= 70.23
STDP
699.2 8.071 0.00 99.11 GA = 699.2 P T = 99.11
UDG C=120 0.00 0.00
E-39.2 0.0045 0.00 0.00
250.0 8.071 42.00 99.11, QA= 250.0 PT= 99.11
UDG C=120 100.00 0.00 (3= 949.2 IN 8.071"
949.2 0.0079 100.00FT 142.00 1.13
W I lGI "TON F= I FRE SP F:Z I "lKL_EFRS e.JOB—
JOB JOB NO DATE PAGE 2 t
DESIGN AREA #2tt## I
HYDRLC.
GA DIA. EGUIV. PIPE PT PT REF.
FLOW "C" FITTING FTGS. PE PV ##### NOTES ## POINT
GT LOSS/FT LENGTHS TOT. PF PN 949.
2 100.24 K 5= 94.81 UDG
41
i
DENSITY X AREA
0.100 X 1500.0 = 150.00
OVERAGE = 79.00 GPM = 79.00
RACKS = 0.00
INSIDE HOSES - 750.00
OUTSIDE HOSES = 0.00
FLOW REG`D FOR SYSTEM = 229.00
FLOW AT BASE OF RISER = 979.00
MIN FLOW AT BASE OF RISER = 979.00
TOTAL FLOW = 979.00
STATIC PRESSURE = 60.00
RESIDUAL PRESSURE = 40.00 RESIDUAL FLOW = 979.00
FLOW FROM CITY SUPPLY AT 20PSI = 1424 GPM
PUMP RATING 75.00 PSI AT 750.00 GPM
PRESSURE FROM CURVE @ TOTAL FLOW - 100.45
ELEVATION = 2..50 FT = 1.08
NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW
ADDITIONAL VALVE LOSS, ETC. - 0.00
SAFETY MARGIN (IN PSI) = 0.00
PRESSURE AVAILABLE FOR SYSTEM = 101.53
i
i
i
i
DENSITY X AREA
0.100 X 1500.0 = 150.00
OVERAGE = 79.00 GPM 79.00
RACKS = 0.00
INSIDE HOSES = 750.00
OUTSIDE HOSES = 0.00
FLOW REG'D FOR SYSTEM = 229.00
FLOW AT BASE OF RISER = 979.00
MIN FLOW AT BASE OF RISER = 979.00
TOTAL FLOW = 979.00
STATIC PRESSURE = E.0.00
RESIDUAL PRESSURE = 40.00 RESIDUAL FLOW = 1060.00
FLOW FROM CITY SUPPLY AT 20PSI = 1542 GPM
PRESSURE FROM CURVE to TOTAL FLOW = 42.79
ELEVATION = 0.00 FT = 0.00
NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW
1 7.980 140 408.00 G IH 0.0 2.73 979.00
ADDITIONAL VALVE LOSS, ETC. = 0.00
SAFETY MARGIN (IN PSI) = 0.00
PRESSURE AVAILABLE FOR SYSTEM = 40.00
i
4 VI-\\/L