HomeMy WebLinkAbout2851 Jewett Ln 01-816 com new bldg guard shackPERMIT ADDRESS A9-7�7 /
CONTRACTOR //
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ELECTRICAL CONTRACTOR 1 YYlVL 1 151 -f-±7-
MECHANICAL
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MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # & -3/� DATE 1-10-691
PERMIT DESCRIPTION
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PERMIT VALUATION ), (%ov
SQUARE FOOTAGE
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REVISIONS
PERMIT # C`xI-)z
ADDRESS 2F'6) d -i we -U. Lame
CONTRACTOR I
P re
DATE . 1G ,�cp,�
PH # l FAX # (yo--) 931-57+L10
DESCPRITION OF REVISION;
irP -
UTILITIES
FIRE O -Gori
BLDG SAN'rORD
FEB '19 2004
p(�,r
I V E
l�
7,C44)
I� I
y 27'-6" 25`-0" j 22'-6"
NfTAGS
LEASE NOTE LINE
26 -4 I � _ � INCLUDE ENTIRE
NE AND RISER NIPPLE
1'T �11i 1 —
USE 1-1/2"x1/2" VIC.
GRV. END CAP TYPICAL.
0
_ _ o
G)
5 6� �
USE 1-1/2'0/2" VIC. 'Ur".
/ GRV, END CAP TYPICAL. INSPECTOR'S TEST (SEE DETAIL)- \
_ ,.:_.. -
LlQ'�111..1- �ti I,L 111.1.I"� �1 I�f-
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Is" I
7,1
/ HI N
/a.ROMIEC / 1
%TYP//'ALL
BRANCHLINES /��,, 3
THIS AREA / titi uy
---- I / f j I DESIGNI AREA #1:
ORDINAi2`( HAZARD G
Q2 Q2 Q2 Q2 / Q2 Q2 2 �? ! 4101? H8 H3 20 / 1546 S.F.
Ifo!?
FROM DECK
_ TYP. ALL
BRANCHLINES
_. - -- -- THIS AREA __ I �! ���, �JL / / `-7� I C
EXP, G
OVERHEAD DOOR IS CANIISTER ROLL - H11
UP TYPE. NO HEADS REQUIRED. 44" C. o� DETAILING `V ti ! H4' OVERHEAD DOOR IS CANISTER ROLL
- , , , a AREA p, 3"x1 1X2" CO.L. * j /
ao pp pp 11'-6 rxp o� p co ti RD 1 ao /`L RN1 00 `Y j�UP PE. NO HEADS REQUIRED.
ci 3. L L L to yti 3' 200 �� FOR R.t�. TVP. j `aO;x � i��
'titi 1-D a a� a
0-4 �a 3' �a 3' 3' �a 3' �a ;r 3' cja 3' �a 3' 3' 3' 3' 3' 1 3• No1n B7•
13-2 Main Bt 7-6 5-4 Mam B2 12-6 3' 4 9-5 Man 63 3' 10-9 Main Bq 10-2 1 11-3 Mmn B5 8-B 3-2 12-6
C 7 I� ra
_ 1 O p Main 86 / RN2 �� 074 / a7
1-10 ^�, 0-5 La O, ap o
�RN3 IN
44e
/ co / o i
H12— , H10 H5
20' -10Q�2 4' -12 -� Y �/CD
1_
----
PLANS REVIErl-1)
CITY OF SANrr
`
REV i�;WED
By:
Sanford Fire Prevention Div.
I —4
�M �(`O 01
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m ^ co d C6 I
_I
lip, Lrb1 ! 61 Lrb� D
" [12 C j—
FROM DECK _
TYP. ALL
h3� BRANCHLINES _1
~ ` THIS AREA
—12-6 -3" ,�5 -72" 11'-3" 5' 72" -�5' 72 11'-3" 5-72 —6'-3" 12'-6" 6'-3"---6'-7" 13'-2" 6'-7"� 'r
o L�, I
3"x2" T.O.L. #,ti n7 ap �o.. a,
i 5-4
UG 1 BOR TOR - c-, i ^
N cv �.��+}O /l T
MANAGE
I 1 j '_. _
103 - -- r rTrrr�m Tr;-ijT'110 F1T , I)7�I1 L1if TrI El IIIlT .' T Is1 L� I
_ I i 1r1r. rt rtEn"T tl i l r 1 frLmijTllri rrrrl . >Y711:� .1" .1 r f
vATIC SPRINKLER --- K 9'-g"� MENS' _� 0"
h ~" - USE 1-1 2"x1 2" VIC. 4t
RISER (SEE DETAIL) n .? X105 I f° 1 �I • 1 s. / /
_: • 5 4 } 2 4 /. ti� co _ . GRV. END CAP TYPICAL. cr\
- �0 2-0 d -11 ��, Ki -5 8-8 ILL-)• 5-5 -7-. .. I. \_J
4.
Ic titi I `��jLn
y
l�I
/7'6 G _
6
~ XSTORAfi in O 31,5 • NISEI a tl
SEE SITE PLAN ON SHEET ^ • U 10 I 1f 4 < MECH A� I- I ALL OFFICE
• 1 �Q DROPS ARE 1"x5
�;
FPI FOR CONTINUATION OF ti -- .d.'-0'ti ,> %
4 UNDERGROUND PIPING. I / /` -titi D '�.O i Al
M �' ,i-- - �' )/2" TxT U.N.O.
l
L —J
r L
G
#2:ryp. ALL PIPING'
ARD jj /
`MANAGER f �...HALLVVAYI '� ' ..'.. - RCE AREA
i o
1 S.F. PER NEPA 13 i 07 5 -5 y i'— =6 S"
o .. , ^ � 108 1
SPONSE( SPRINKLER --4�, -- �'` 2
_.... 1.....
J ALLOWANCE).
ti
1 `j
T I RECEPTIO T' "- }--
C) I -` 109 -- - _
AUXILLIARY DRAIN:
2"x1"x2" THIRD. TEE W/
1"x3/4" THIRD. BUSHING,
3/4" GLOBE VA. & PLUG.
TOS I$' 1'
10'-i)' 1(i'-0" l 12'-6" 25'-0" 27`-5"
I
51 '-4"
I
4 /(,.4 4
Date:.__ - - NORTH
WATER SUPPLY
ABBREVIATIONS
MATERIALS
DESIGN CRITERIA
FLOW TEST
FIRE PUMP
€ = CENTERLINE
SIZE
LOCATION
TYPE
SYSTEM NO.
1
DATE OF TEST: 9/26/03
RATED CAPACITY:
= ELEVATION
1" & 2"
THREADED BRANCH LINES
XL
HAZARD
OH II
TIME OF TEST:
RATED PRESSURE:
TOS = TOP OF STEEL
1-1/2", 3", 4'
GROOVED BRANCH, MAIN RISER
DYNAFILOW
SPACING
130
STATIC PRESSURE: 68
PUMP TYPE:
G = GROOVED PIPE END
ALL
THREADED COUPS. & FITTINGS
D.I.
K FACTOR
8.Ok
RESIDUAL PRESSURE: 58
WELL PUMP
T = THREADED PIPE END
1-1/2"
GROOVED COUPS. & FITTINGS
STANDARD
INSIDE HOSE
0
GALLONS FLOWING: 1890
GPM AVAILABLE:
F = FLANGED PIPE END
2"-4"
GROOVED COUPS. &FIT"INGS
FIRELOC
OUTSIDE HOSE
250
TESTED BY: SANFORD
PSI AVAILABLE:
C -C = CENTER TO CENT1_R
3/4"
165'
TYCO TY -L (S.R.)
I RACK GPM
0
'— t-— �5 A
RE SPRINKLER PAN
I�
1
•
J
1/8" = 1'-0"
X14 I
SCALE 1/8"=1'-0"
y
1 �" 2'-0" MAX. 6'-6" MAX. 3" MIN.
Q
1
d
O
NEW PENDENT HEAD WITH
* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
RECESSED ESC,
" MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
HYDRAULICALLY DESIGNO
SYSTEM
NEW MAIN
PIPE HANGER
O
TYPES
OF SPRINKLERS
1
LOCATION
DETAIL
OFFICES
SYMBOL
QUANTI
K -FACTOR
THREAD
TEMP.
MAKE & MODEL
TYPE
FINISH
ESC.
LIGHT
NO. OF SPRINKLERS
12
11
13 <1
5.6k
1/2"
155°
TYCO TY -FRB (Q -R.)
SSP
CHR
REC
225
DENSITY
.20
.10
Q
96
8.Ok
3/4"
165'
TYCO TY -L (S.R.)
SSU
BR
NONE
5.6k
DESIGN AREA
1500
900
0
GPM DISCHARGE
598.86
308.8
100
RESIDUAL PSI AT
57.227
48.559
0
CITY
109
HEADS
THIS
SHEET
•
J
3" TO SYSTEM Moin Az 4"x3" RED,
4 11'-6" A.F.F• GRV. COUP.6" 24V ALARM BELL W/
//-WEATHERPROOF BOX ON OUTSIDE
WALL (WIRING BY OTHERS)
0
6 HEAD CAB. W/
WRENCH
FLOW SWITCH
_____-4" VIC. #717R FIRE LOCK
CHECK VALVE W/ RISER
T CHECK TRIM. (G -G)
I \
M o
2" DRAIN
FIN. FLOOR
4" CL. 50 D.I. SPIGOT.
SEE SHEET FP1 FOR
LEAD-IN DETAIL,
RISER DETAIL
NOT TO SCALE
'Z' PURLIN
"SAMMY' STEEL
SIDEWINDER SWDR 1'
W/ RETAINER NUT
ALL- THREAD ROD -
HANGER RING
HANGER # 11
SIDE -STEEL ANCHOR
STEEL ANUIOR CR/C RPINO UP T04' OIA
DESIGN NOTES
1) NEW WET PIPE OVERHEAD SPRINKLER
SYSTEM DESIGNED IN ACCORDANCE WITH NFPA
13-1999 FOR THE FOLLOWING:
A) DETAILING AREA: ORDINARY HAZARD
GROUP II MISC. STORAGE OCCUPANCY, NOT TO
EXCEED 12 FEET IN STORAGE HEIGHT. MAX.
HEAD SPACING NOT TO EXCEED 130 S.F.
B) OFFICES: LIGHT HAZARD OCCUPANCY.
MAX. HEAD SPACING NOT TO EXCEED 225 S.F.
SEE TITLEBLOCK FOR HYDRAULIC
CALCULATION DESIGN INFORMATION, AND HEAD
SELECTIONS.
2) ALL WORK SHALL BE DONE IN
ACCORDANCE W/ NEPA 13-1999 AND LOCAL
CODES.
3) ALL HANGERS AND MATERIALS TO BE IN
ACCORDANCE W/ NEPA 13-1999.
4) PIPE LENGTHS NOTED CENTER TO CENTER.
5) HEADS ARE TO BE INSTALLED UNIFORMLY,
BUT ARE NOT REQUIRED TO BE CENTER OF
TILE IN OFFICE AREA.
6) NO FIRE EXTINGUISHER, PAITING OF PIPE,
WIRING, OR MONITORING SERVICES ARE TO BE
PROVIDED BY THE FIRE SPRINKLER CONTRACTOR.
7) ALL CEILING HEIGHTS IN DFACE AREA ARE
TO BE 9'-0" UNLESS NOTED OTHERWISE ON
PLAN.
HANGER LOCATION DETAIL
LEGEND
1" 2'-0" MAX. 6'-0" MAX. 3" MIN.
1 �" 2'-0" MAX. 6'-6" MAX. 3" MIN.
Q
NEW BRASS UPRIGHT HEAD
O
NEW PENDENT HEAD WITH
* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
RECESSED ESC,
" MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
NEW BRANCH LINE
NEW MAIN
PIPE HANGER
O
HYDRAULIC CALCULATION
NODE POINT
3" TO SYSTEM Moin Az 4"x3" RED,
4 11'-6" A.F.F• GRV. COUP.6" 24V ALARM BELL W/
//-WEATHERPROOF BOX ON OUTSIDE
WALL (WIRING BY OTHERS)
0
6 HEAD CAB. W/
WRENCH
FLOW SWITCH
_____-4" VIC. #717R FIRE LOCK
CHECK VALVE W/ RISER
T CHECK TRIM. (G -G)
I \
M o
2" DRAIN
FIN. FLOOR
4" CL. 50 D.I. SPIGOT.
SEE SHEET FP1 FOR
LEAD-IN DETAIL,
RISER DETAIL
NOT TO SCALE
'Z' PURLIN
"SAMMY' STEEL
SIDEWINDER SWDR 1'
W/ RETAINER NUT
ALL- THREAD ROD -
HANGER RING
HANGER # 11
SIDE -STEEL ANCHOR
STEEL ANUIOR CR/C RPINO UP T04' OIA
DESIGN NOTES
1) NEW WET PIPE OVERHEAD SPRINKLER
SYSTEM DESIGNED IN ACCORDANCE WITH NFPA
13-1999 FOR THE FOLLOWING:
A) DETAILING AREA: ORDINARY HAZARD
GROUP II MISC. STORAGE OCCUPANCY, NOT TO
EXCEED 12 FEET IN STORAGE HEIGHT. MAX.
HEAD SPACING NOT TO EXCEED 130 S.F.
B) OFFICES: LIGHT HAZARD OCCUPANCY.
MAX. HEAD SPACING NOT TO EXCEED 225 S.F.
SEE TITLEBLOCK FOR HYDRAULIC
CALCULATION DESIGN INFORMATION, AND HEAD
SELECTIONS.
2) ALL WORK SHALL BE DONE IN
ACCORDANCE W/ NEPA 13-1999 AND LOCAL
CODES.
3) ALL HANGERS AND MATERIALS TO BE IN
ACCORDANCE W/ NEPA 13-1999.
4) PIPE LENGTHS NOTED CENTER TO CENTER.
5) HEADS ARE TO BE INSTALLED UNIFORMLY,
BUT ARE NOT REQUIRED TO BE CENTER OF
TILE IN OFFICE AREA.
6) NO FIRE EXTINGUISHER, PAITING OF PIPE,
WIRING, OR MONITORING SERVICES ARE TO BE
PROVIDED BY THE FIRE SPRINKLER CONTRACTOR.
7) ALL CEILING HEIGHTS IN DFACE AREA ARE
TO BE 9'-0" UNLESS NOTED OTHERWISE ON
PLAN.
HANGER LOCATION DETAIL
PIPE SIZE A B C
1" 2'-0" MAX. 6'-0" MAX. 3" MIN.
1 �" 2'-0" MAX. 6'-6" MAX. 3" MIN.
1 �" 2'-0" MAX. 7'-0" MAX. 3" MIN.
A
B*
C
(HANGER RING
STEEL PIPE
PENDENT SPRINKLER HEAD
* MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
HANGER LOCATION DETAIL
PIPE SIZE A B* C
1" 3'-0" MAX. 12'-0" MAX. 3" MIN.
1 %" 4'-0" MAX. 12'-0" MAX. 3" MIN.
I1h"-8" 5'-0" MAX. 15'-0" MAX. 3" MIN.
B«
C
I
UPRIGHT SPRINKLER HEAD
STEEL IP
}
L HANGER RING
" MAXIMUM HANGER SPACING FOR THREADED LIGHTWALL
STEEL PIPE IS 12'-0" FOR ALL PIPE SIZES
" ^ v
n V
1" GLOBE VA.-\
I
N
O V
I
o V 1" x 1-6 T -T GALV.
�1" GALV. ELBOW
C=) '—SMOOTH BORE CORROSION
RESISTANT OUTLET GIVING FLO
EQUIVALENT TO ONE SPRINKLE
INSPECTOR'S TEST DETAIL
NOT TO SCALE
N N
.- N
� N �
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W ��� cl) LL
R C)cr
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Z
w� _¢
Qc o
00
WIGMTOft REVIEWS
INITIALS DATE STATUS
lee 12/5/03 SUBMITTAL
2/10/04 FAB & INSTALL
AS-BUILTS
OVERHEAD PIPING PLAN
NO. DATE REVISION DESCRIPTION BY • S,A,D,E, DETAILING BLDG.
�I
wl 111ton
I 2851 JEWETT LANE
FIRE PROTECTION SANFORD, FLORIDA 32711
ENGINEERING, INC.
DRAWN BY: S. SCHRADER DATE: OCTOBER 10, 2003
Orlando, Florilo Tompa, Florida E] West Polm Beach, Florida SPRKS. ON JOB:109 SCALE: 1/8"= T-0"
407 831-3.414 Office 813 623-2333 Office 561) 540-4420 Office
407 831-5-'40 Fox 813; 620-0333 Fox 561 540-4490 Fox APPROVALS: CITY OF SANFORD
1 2/11/04 RELEASE FOR FAB & INSTALL SAS CUSTOMER NAME: MCKEE CONSTRUCTION
Jacksonville, Florida � Miami, Florida El Melbourne, Florida
0 12/5!03 ISSUE FOR AHJ APPROVAL SAS 904 262-6 07 Office 305 888-2402 Office 407 722-5585 Office
904 262-6108 Fax 305 888-3804 Fax 407 722-4775 Fax CONTRACT NO. 2010188 SHEET NO. FP2 OF 2