HomeMy WebLinkAbout500 W Fulton St (2)t-
SANFORD FIRE DEPARTMENT
FIRE PREVLNTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
(407 302-2520 / FAX (407) 330-5677
Pager (407) 918-0395
Plans Review Sheet
Date: August 20, 2002 Business Address: 500 West Fulton Street
Occ. Ch. 38 Business
Business Name: C.P.H. Ph. ( )
Contractor: Southern Fire Protection .
Ph. (407) 323-4200
FAX (407)328-8931
Reviewed [ 1 Reviewed with comment [ X ] Rejected
Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner.l
Comment: Instillation of 57-rasco chrome recessed . Recessed heads 155 degrees %2" 5.62 K
(office area only)
Instillation of 42- rasco upright heads 200 degrees Brass %2" 5.62 K
1.1 Application— Per N.F.P.A. #13-1999 ed, 2-1.1* Office area is classified as "Light Hazard Occupancy"
combustibility of contents are low & fires with relatively low rate
• Tamper switches required on all outside and inside fire sprinkler valves, including
outside Backflow Prevention valves. Water flow switch required on riser
• Sign required for fire sprinkler test and riser room area (see blue prints)
1
30'-0"
4'-0" 8'-0" \
10'-3" 6'-5"
i i— ! I 2 1/2" CAP
' �I ELECTRIC PANMAREA I c� FOR FUTURE BLDG.
�' 0Fl IC I— 1
EXISTING OPEN
BLDG.
I ®F--T, _
UP 2 1/2" Y
TO 2ND FLR. i - = 514
1 _
IN
EXISTING OPEN
BLDG.
- -- - HALL
10 -+ CLG.
__ - ---- ---1 - - - - ----- N
t
I - - ENTRY
� 1
FIRSTFLOOR PLAN SCALE
m
TJ TOP OF WOOD JOIST TO t OF PIPE.
a HYDRAULIC CALCULATION POINT,
GROOVED COUPLING ON GRVD. PIPE.
—� HANGERS SEE DETAILS.
} GROOVED PIPE TO BE SCHEDULE- 1.
THREADED PIPE TO BE DYNA—THREAD.
PRINKLER SYSTEM PER N.F.P.A. #13
w-n"
6" ELECTRIC ALARM BELL
WALL MOUNT OUTSIDE
BUILDING 120V
TR
(WIRING BY ELECTRICAL
CONTRACTOR
FFt=10'-8 2 1/2" GROOVED `j00 ELL
I
2 112' FLOW SwI'I•C,H c� z:NC BY
ELECTRICAL
--
(6) SPARE SPRINKLER CABINET
1
�— 1 1/4" NfAN DRAIN' VALVE & GUAGE
WALL t40UNT NEXTTO SPRINKLER RISER
Q-
�/
a
2 1/2" GROOVED TEE
C U
t
c'
2 1/2" GRVD. RISER CHECK
I
(j
I
�A
In
2 1/2" G&T TO SINGLE
cu
2 1/2" INLET F.D.C.
v
aD
+
14
I 2 1/2"x11" WELD FLANGE
cu
�R
1/4" TO DRAIN OUTSIDE BUILDING
F.F.
a
FROM UNDERGROUND SUPPLY
O
IR
SER
SEC' TION
II — I• II ! "
i1 a i —14 -T--- — — ;
11
t
TR — 7C.,
I
SER
SEE DETAIL 2 1/2" SINGLE INLET F.D.G\
HANGER #6A
2x4 OR 2x6 WOOD TRUSS STUD
(1) 3/8' OFFSET EYE -ROD SOCKET'
F (1) 3/8"x 2' LAG BOLT SCREW
N
N I
I o
O
3/8' ALL -THREAD ROD
(LENGTHS VARY)
m BOTTOM OF
a WOOD STUD
0
HANGER RING
N.T.S.
r? sr & DRAIN
I"x3'-1" TO V VALVE
1"x24)t 1"Y1' C" TO
A/2" 430 W/ 1/2" ORIFICE
I
I
t-4
i
I
t
I
i
i
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a;
i
1
1
2 112" FROM 1SJ
1" DN TO HA]
V
I
V
_L.3 t,�:V'\.l • r_y L 1: --- ✓_`-✓ �.''. 1 .� —r ---r ,tea:_. r.. ! -- _,
SANF"C)R0jSUjLb1NQj)EpY -
THESE PL..A;',IS "RE REVIEWED AND CONrynONALLI/
ACCEP EU F -," 'ERMIT. A PERMIT iS:;U [) SHALL E3C
RECEIVED
TO BE A LICENSE TO F C•" r
T �"C) WITH AUG 2 U 2002
D NOT AS AUTHORIT :1 `!•+"tL A"FL'
C I," 7R. OR SET ASIOE ANY t;,.- Ti-jv
.'H•_ TECHNICAL CODE NOR :aH.ALL
;tiCc OF: A PERMIT PREVENT THE BUII_[Ji d�
t-1EREAFTER REQUIRING A CORREC=
T'tOev ' ;:=.::'PS ON THE PLANS, CONSTRUCTIw"Er" V"%,ON
OR OTHE1914hR VIOL-ATIONS OF THE CODES.
11j,pilln is
a -IV n . V *4 K." 1pmMIT .9oZt;%kr
.�
Sanford Fire reve tioq Dly, REVISED:
t.3 Date: N CffiDlELM
SPRINKLER HEAD LEGEND
--
"?spy
WEGA"
SYMBOL ORF TAMP} RE "ONSE K—FAC FINISH MODEL �p A
STYLE PLATE MFG. QUAN. 8-08-02
_.I
�/2" 55° QUICK 5.62 Cll,IR0ME F1 FR RECESSED CHROME RASCO 57
�/2 ?00 UICK 5.62 BR.Al S F1 FR UPRIGHTS RASCO
TOTAL THIS SHEET 99
Ta�ka
I
Fr= PROTECTION OF CFLAIDO, INC. SCALE:
3801 EAST SA 48 SAS, FL 32'771
Wan 323-4200
DRAM BY:
NLL
A. PETER TANKEL, P.E. AHJ• CONTRACT 'MTH:
A CONSULTING PROFESSIONAL ENGINEER SANFORD F.D. CPH CONSTRUCTORS
2356 "C" WINTER WOODS 3' VD, CPH EXPANSION
_pr Winter Park, FLorida 32792 500 W. FULTON ST.
P.E. # 41231 ��, ''P SANFORD, FL. 32771
I c22033
FIRE SPRINKLER
1, SYSTEM SHEET NO. 2 OF 2
..I� �
54
NO"
THT
POL
2-PO'
W/1#
5IPSON HETA20
!�
N
IRE-FAB LINTEL
HUNG GEEING
2- 2"x 4" TOP PLATE
0
is
2"x 4" STUDS Q 16" O.C.
DECO-STT
/UL263 D#/U905
ING WALL R2h-R.
°'
Q)
#5 AS INDICATED
WALL MUST BE
3/4" PLYWOOD
PRE-FAB FLOOR JOIST
RED SOLID
N
N
JRED LINTEL
EACH ONE
BEARING WALL
2"x 4" STUDS a 16" O.0
0
I
0
f
cn
BEARING WALL
2"x 4" STUDS @t 16" O.0
LLL—
I I„I „—I I „ I f �I I „11 ,I I , 1 rI Ll���„ I „I I �I I „ I I „(I � - • ��• —f l „ 11 �11 .. I .. I i F.--1 L, . i l �l l �1. , I = ..jl . I=1 11=11 �I I�—I,
—
1./5x IL":'LAIM'i
. O : BOLTED TO THE WALL"�. �_..........�_..�,..�..,.:.�....:.__...�..,.. —.., ._..ate__. .. ,..__.,..- •�- __._.._._._ .._..- _
Nr
T'rir WALL MUST BE W/1/2" BOLTS (2 24" O.C. '
P07 RED SOLID TOP AND_BOTT, rq
N
12.33'
11.00'
t
DO'J:''N SPOUT
- N
HANGER BY TRUSS MANF.
2"x 4 BLOCK
1/2" DRYWALL
� Y
BEARING WALL (n
�w7STUDS ® 16"O.C. �; REVISED:
R5-INSULATIONS
4
Cir�ITY
0.00, $
N
,ll.1=1L- 1J�lll ...LEI -.Ill=ll1-.1L�11.l=lll-lll.-.11l- ... ...111so
-
IIIIRECEIVED
PITEGWY
DATE:
11 E 8-08-02
—11 F-I I I-1 I F-I I L f l 1-L 1 I -1 I Ali I I I Au FFE PRpTEcTION OF ORLA DO INC. SCALE:
SECTION SECTION WEAST . ,FL3ZM AS NOTED
DRAYM BY:
SCALE: 1 /4' = 1'-0" SCALE: 1 /4" = 1'-0" NLL-
AHJ: CONTRACT NlTH:
A. PETER TANKEL, P.E.
SANFORD F.D. CPH CONSTRUCTORS
CONSULTING PROFESSIONAL ENVC;INEER CPH EXPANSION
2356 "C" WINTER."'K60DS BLVD.':,500 W. FULTON ST.
Winter Park,, Fl oridN 32, ,3ti SANFORD, FL.
P.E. # 41231 CONTRACT NO.
FIRE SPRINKLER 22033
:•!— " ; �, l : , J :1
SYSTEM;...--
SHEET NO. i OF 2
L