3401 Orlando Dr - BC02-000007 (HOLIDAY INN EXPRESS) (FIRE ALARM) (A)SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
(407302-2520 / FAX (407) 330-5677
Pager (407) 918-0395
Plans Review Sheet
Date: October 10, 2001 Business Address: 3401 S. Orlando drive Oce. Ch. 16
Business Name: Holiday Inn Express Ph. (407) 320-0845
Contractor: Action Security Services Ph. (407) 831-6003
Fax (407) 831-6330
Rev e ed f 3 Reviewed with comment [ J Rejected [
Reviewed by: Timothy Robles, Fire Protection Inspector
Comment: Fire department will require ficnction test for nine (9) smoke detectors
total & two(2) heat detectors on first floor.
1.1 Application — Reviewed as submitted. The additional smoke detectors and the heat
detectors were not required by the Sanford Fire Department.
1
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M27OA SPO Pull Station
I
I
73342U Feat Detector FT 135
'
73595U Photo Srwke Detector
M$4a 15/75 Synchronized Strobe
SNW.A.T 15/75 cd Temporal l•IorrdStrobe
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a
M27OA SPO Pull Station
t1
73342U Feat Detector FT 135
73595U Photo Srwke Detector
M$4a 15/75 Synchronized Strobe
SNW.A.T 15/75 cd Temporal l•IorrdStrobe
er
M4 Fire Alarm Control Panel
- ' -
WIMAR Mini Horrc/Strobo
1
MI WAR Mini Morn
WP'➢T Flow Switch
08Y-2 Tamper Switch
UM
Fire Alorm Junction Box
i
Holiday Ion
.3401 South Orlando .. vef
Sanford FL, 32771
,Action Security Service Inc.
Quality nod Customer.4miaiinction
Notes:
a Install new MIR4 fire alarm control
panel and equipment.
4 Wiring to be Class B (style Y) for NAC
signaling loops and Class B
for initiating circuits. See diagram.
o Wiring for signaling appliances,
to be new IE l G solid FPL Plenum cable.
o Wiring for initiating appliances,
to be new X16 solid FPL Plenum cable.
40 Add muni hortl/strobes to rooms to meet
dB standards;
it New signals to meet ADA and life
safety codes.
a All new devices wired into MiR4
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Sanford Fire pw eyen ion Div.
,Holiday Inn -First Floor Y
City of z3_tnforct
Model Codes in effect:
Standard BURding Code 1997 ed.
Standard PlUrnbing Code 1997 ed.
Standard Mechanical Code 1997 ed.
National Electrical Code 1998 ed.
See City Code AMENOM12NTS
FL Ace-v3bility Codes 1997
FL. l-nargy Coeja 1007
Acti n Securi Service, Inc.
1124 Florida Central Pkwy. Suite 100
Lon gwo,od, FL. 32750 EF0001212
�
PH**, 407-831-6003 FAX: 407. $31� 6330
THESE FLAN Ffrc R - iJFWEJ AN J CU^JUIThvNAL.L'f
ACCE P'I'FL F {2 P'� 2RryIT. A r F -t
CONSTRUED RUED t'O 6 2M1 ( Ur L") SHALL DE
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DEPT F RE/ENT tHE E3UILDfNG
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JIFZ O F{cF! 2F2(,r{J UiV THE PLANS, CONSrRUCrtON
/IJl_A"TlC>PJS OF rHc COE7E:3
PL NS REVIEWED
CITE' OF SA FORD
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� NF..,)ATION PLAN
53.1
SCALE: '/a"
DRAWING NOTE$:
I. CONTRACTOR SHALL COORDINATE PAD LOCATIONS W/ ELECT,, MECH., d
PLUMBING, REFERENCE GENERAL NOTES SECTION 01051. EDGE AND
COLUMN
2, LUTE ALL CHASES UNDER THICKENED SLAB
FOOTINGS, MAINTAIN A MINIMUM 6" SOIL COVER.
3. ALL PAD FOUNDATION ELEVATIONS 8HOWN ARE
TOP OF PILE CAP ELEVATIONS.
4. ALL GRADE BEAMS SHALL BE TYPE "GB -1" UNLESS NOTED OR DETAILED
OTHERWISE.
5• "P -I" INDICATES 16" DIA. AUGERCAST PILE x 55' DEEP.
"P-2" " " X`10' DEEP.
"P-3"11 IfIt X 30' DEEP,
GEOTECHNICAL ENGINEER SHALL VERIFY ALL PILE DEPTHS FOR 40 TON
REQUIRED PILE CAPACITY.
6. PROVIDE 03 CLOSED TIES 0 4" O.K. BETWEEN PILES 0 LOCATIONS WHERE
I. PROVIDE 2-% ADDED TOP BARS (IN ADDITION TO SCHEDULED GRADE
BEAM REINFORCING). EXTEND ALL TOP 4 BOTTOM STEEL TO WITHIN 3" OF
END OF CANTILEVER, TYPICALLY. BAR SHALL BE "1'-0" LONG, W/ STD. 90'
HOOK, TYPICALLY.
8. CUT OFF VERTICAL )SARs I'-0" ABOVE FINISHED FLOOR FIELD BEND STD.
90' HOOK INTO TOP OF GRADE BEAM.
a DRILL 4 DOWEL HOOKED BARS FROM PILE INTO TOP OF GRADE BEAM
USING HILTI NEA CAPSULES OR APPROVED EQUAL. J
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� 11 12 13 14
12'-8" 12'-3 13'-11;11
I�8'-/ II 1. 51_511 111
111 11 V
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NO E$ v
1. 05 x 4'-0" W/ STD, HK * 16" O.C. PERIMETER
2, 05 a 12" O.C. x 12'46" LONG, BOTTOM, PLACE BAR V 2" ABOVE
BOT. OF SLAB. (TYPICAL BOTTOM REINFORCING)
3. 05 x V-6" 0 12" O.G., TOP. PLACE BAR w 2" BELOW TOP OF
SLAB ELEVATION. (TYPICAL TOP REINFORCING v GRADE
BEAMS).
4. NOT USED.
5. `3 REBAR is 10" O.C. PLACE 0 3" BELOW FIW15W FLOOR
(ALTERNATE. 04 19 W6" O.C.) TYPICAL TEMPERATURE STEEL.
6. 61/211 CONCRETE SLAB W/ REBAR AS NOTED OVER 6 MIL,
VAPOR BARRIER.
1. 8" CONCRETE SLAB W/ 03 0 12" O.C. TOP d BOTTOM THIS AREA
OVER 6 MIL. VAPOR 15AWIER.
6. 24" x 24" SUMP PIT IN ELEVATOR PIT. SEE PILE PLAN FOR
ADDITIONAL REBAR REQUIREMENTS AROUND PISTON
PENETRATION.
9. 12" WIDE TRENCH DRAIN * LAUNDRY AREA. 111/1512-11
10. PROVIDE ,% x 4'-011 LONG DIAGONAL AT ALL RE-ENTRANT
COMER BARS.
Il, NOT USED.
12, PROVIDE 1*4 x 4'-0" (MINIMUM LENGTH) FOR OPENINGS LAFR-33ER
THAN 6" DIA. OR 6" x 6" SQUARE. PROVIDE PATTERN AS
SHOWN.
13. NOT USED. ./
"
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R. L PLOIYFiELD &
ASSOCIATE S
Structural Eng(noara
1038 S. Semoron Blvd.
Sulte 1019
Wlntor Park, FL 32792
Phone (407) 857-885
Fax (407) 657-8480
E—MAIL• plowfleld9lag.n
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