HomeMy WebLinkAbout1200 Central Park Dr 04-79 Plans SprinklersMCl/ CIII I UCTCUT \./AI I
TO EXIST. BLDG
- EXISTING FIRE -
PROTECTION TO
REMAIN AS IS
General Notes:
1. All material, devices, and installation to comply with NFPA 13 1999 edition, all
manufacturers specifications, and the local authority.
2. All overhead piping to be hung with U.L. listed hangers properly spaced in acc—
ordance with NFPA 13, 1999 edition.
3. All 1" thru 2" diameter pipe to be Schedule 40 black steel per ASTM A-135/A-795
and shall be joined by Class 125 ANSI B16.4 cast iron threaded fittings. All 2-1/2"
and larger shall be Schedule 10 black steel per ASTM A-135/A-795 and shall be
joined by Mechanical Couplings.
4. All piping to be hydrostatically tested in accordance with NFPA 13, 1999 edition.
5. Any firewall penetrations to be sealed in accordance with their rating.
LEGEND
'A' - NEW SPRINKLER HEAD ADDED BY FREEDOM FIRE PROTECTION.
'R' - EXISTING SPRINKLER HEAD TO BE RELOCATED,
'S' - EXISTING SPRINKLER HEAD TO REMAIN IN SERVICE.
- NEW BLACK STEEL PIPE BY FREEDOM FIRE PROTECTION.
-� EXISTING BLACK STEEL PIPE TO REMAIN AS IS,
HANGER #1
HANGER #2
BAR JOIST T. B. C. LOCK NUT
T I11
- — �— SIDEWINDER
STEEL PURLIN
'R' 'A''S 'S' � ZINC ATR
_ EXISTING 4" WET RISER �,
TO BE RELOCATED TO ZINC ATR 'J \to
° THE EXTERIOR OF THE BUILDING 1 A)
o o' til �y I HANGER RING HANGER RING
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�-- Hanger Detail
Is, ,R, ,A. Is, Is, Is, Y \
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AP RE VE 11 ' CAP �i
Are NO -
NEW LINE ADDED BY F.F.P.
NEW LINE TO MATCH EXISTING.inal lnspO %cam;
Date—7/---= -
RECEIVED
S1N. GL5601 S,I.N. VK300
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1 /2" (5.6K
155' QR
GLOBE "G"
CHR PEND
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/4" (14.OK
155° SR
VIKING
BRASS UPR
NO ESC.
QUICK RESPONSE QUICK RESPONSE
STANDARD SPRAY STANDARD SPRAY
Fire Sprinkler Piping Layout
NORTH
SCALE 1/8'=1'-0'
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4211 WEST COLONIAL DR.
ORLANDO, FL 3�j808
1"FL. 4,07 303 573
CGC 1_504008
D
R A W I N G I N DIE X
A-1
FOUNDATION PLAN 4 DETAILS
A-2
FLOOR PLAN 4 DETAILS
A-3
ELEVATIONS 4 DETAILS
A-4
SECTION, DETAILS 4 LINTEL SCHEDULES
A-5
SECTION 4 DETAILS
A-&
DETAILS 4 SCHEDULES
A-1
REFLECTED CEILING FLAN
E-1
ELECTRICAL_ LIGHTING PLAN, LEGEND 4 6(--!-4EDULE5
E-2
ELECTRICAL i=0WER PLAN, RRI6ER DIAGRAM 4 DETAIL
M-1
N.V.A.C. FLOOR PLAN
M-2
H,V.A.C. DETAIL5
- P-1
PLUMBING PLAN, DIAGRAMS 4 NOTE5
REG . No. 8185
�301 FI IRLO BRONSO T H �Y. - UIrI,I� A
ECISSIIvIM-EE, I-I'LORIDA 34744
(407) 9 33- 76 0
6
SCE. FT. CALCULATION
PROPOSED OFFICE AREA= 4,180 9'. F.
PROPOSED WAREHOUSE AREA= 815 S'. F.
TOTAL 4,995 S. F.
AREA FOR FUTURE BUSINESS USE= 6,705 S.F.
TOTAL BUILDING AREA 11,700 S.F.
LOAD CALCULATION
LIVE LOAD = 40#
DEAD LOAD = 20#
TOTAL LOAD = 60#
CONSTRUCTION TYPE - COMMERCIAL
NUMBER OF STORIES - ONE
BUILDING HEIGHT - 261-6"
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE CATEGORY B
4, INTERNAL PRESSURE COEFFICIENT- L O
5. COMPONENTS AND CLADDING DESIGN PRESSURE
REFER TO FLOOR PLAN
METAL BUILDING COMMERCIAL CONSTRUCTION
5UILE)INCH
T'r FE 4
U N F FR, 0 T E C T E [) 5FRINKLELD
OC,CsU ANC
.' CJ..
BUSINESS
DRAWN BY
ICHECKE;D
BY
IK
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. - SUITE A
D E> N s 1 rr c.
KISSIMMEE, FLORIDA 34744
(407) 933--7660
POST OFFICE BOX 453203
REG. NO. 8185
KISSIMMEE; FL 34745-3203
'TEL. (407) 344--4122
FAX (407) 344-1322
EMAIL—kad—deslgns2001®yahoo. com
DATE
I SCALE
O3-22-2002
AS 5NOWN
PROJECT NO.
KAD 0127
C-OVER SH.
e
CONDENSATE LINE
TERMINATION INATION POINT
CONDENSATE rA
DRYWELL
I
FRE51-1-Alit INTAKE
20 C.F.M. PER PERSON
50 PEOPLE X 20 = 1000 C.F.M.
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CONSTR. NORTH
TRUE NORTH
R E V I S I O N S
rNoN.
DATE
DESCRIPTION
BY
DF 8 3 G N 8 II N C.
COMMERCIAL t RESIDENTIAL POST OFFICE BOX 453203
DESIGNS KISSIMMEE, FL 34745-3?_03
TEL (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL— kad—designs2001®yahoo. corn
INU. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933— 7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT- 1.0
DAMOoNDD GROUP DEVELOPMENT INC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 1504068
PROJECT
CINEMA DESIGNS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BETHUNE
DRAWING
kv.A.a FLOOR FLAN
DRAWN BY CHECKED BY
IK
DATE SCALE SH. NO.
03 _22-2002 AS SHOWN
PRO E T NO. ��\ /n� ®•�
KAD 0127
IN4. (C:) ks (c3lj]p
4 21-1 AN-L S T (� O LO l\f l AL D R .
ORL1- ADO, FL 3('2808
I T L. 4,07 363 57-,3 i-
CGC 11504-068
D
R A W I N C I N D IIE X
i
A-1
FOUNDATION PLAN & DETAILS
A-2
FLOOR PLAN 4 DETAILS
14-3
ELEVATIONS 4 DETA'ILS
A-4
SECTION, DETAILS 4 LINTEL 5CNEDULES
A-5
SECTION 4 DETAILS
A-(c
DETAILS 4 SCHEDULES
A-1
REFLECTED CEILING PLAN
E-1
ELECTRICAL LIGHTING PLAN, LEGEND & 5CHEDULES
E-2
ELECTRICAL POWER PLAN, RISER DIAGRAM 4 DETAIL
M-I
H.V.A.C. FLOOR PLAN - -
111-2
H.V.A.C. DETAILS
PLUMPING PLAN, DIAGRAMS 4 NOTES
SCE. FT. CALCULATION
PROPOSED OFFICE AREA= 4,180 S. F.
PROPOSED WAREHOUSE AREA= 815 S.F.
TOTAL 4,905 S. F.
AREA FOR FUTURE BUSINESS USE= 6,705 S.F.
TOTAL BUILDING AREA 11,700 S. F.
LOAD CALCULATION
LIVE LOAD = 40#
DEAD LOAD = 20#
TOTAL LOAD = 60#
CONSTRUCTION TYPE —
NUMBER OF STORIES —
BUILDING HEIGHT —
�t
COMMERCIAL
ONE
26'-6sr
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMEN!'S OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001, EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WiND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT-- 1,0
5. COMPONENTS AND CLADDING DESIGN PRESSURE
REFER TO FLOOR PLAN
METAL BUILDING CONEMERCIAL CONSTRUCTION
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REG. NO. 8185
29O1 E IRLO BRO.�SON F� VTiT. SUITE
KISS IMMEJ!i , FLORIDA 34 7zl-4
( 407) 9 33-- 7660
U L D (I C:s
I I F t C '
iUSINESS ' .;,
DRAWN BY
CHECKED BY
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STEPHEN E. DAVIS ARCHITECTS, INC.
er., n:�.racwu r:. gg
2901 E. IRLO BRONSON H1YY. — SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
POST OFFICE BOX 453203
KISSIMMEE, FL 34745—i'r'03
REG. NO. 8165
TEL. (407) 344-4122
FAX (407) 344-1322
EMAIL— kad_ci�signs2'001gyya hoo.
corn
-y`
DATE
SCALE
a3-22-22'�2
AS SHOIUN
PROJECT NO.
K AD O 1- 2 ,)
Sanfor
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THESE PLANS ARE REVIEWED AND CONDITIOI'I1•�i�.�
ACCEPTED FOR PERMIT. A ':'. 1 r 17-UED SHALL l3�
CONSTRUED TO BE A i.': IitJ j:. _ :'ROC" D WI'TH3
THE `NDRiX AND t` G "+'vf{ITY Te I_ATE.
�J,ANCEL, AL -IF R. s. < SIDE Arty THE
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ISSUANCE O: "' :--'-AZVEP4-f 'Liit
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IrION OF E:: = P?_ANS, CONSTRU.-{{O�3
,OR OTHER :S OF THE CODES.
COVER SH.
CONSTR. NORTH
TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIPTION BY
D E s I C=N s I N c.
Cci-"ERCIAL 4 RESIDENTIAL POST OFFICE BOX 453203
DE51GN5 KISSU"IEE, FL 34745-3203
TEL. (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EhIAIL-kad-designs2001Q7yahoo.com
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF' SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
I. BASIC WIND SPEED-I20 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT- 1.0
DIAMOND GROUP DEVELOPMENT W.
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 1504068
PROJECT
CHEM a1 DEUGINS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BETHUNE
DRAWING
,,ma�yy
POUNDATION FLAN
4 DETAILS
DRAWN BY
CHECKED BY
IK
DATE SCALE
SH. NO.
03-22-2002 45 5HOWN
PROJECT NO.
A-1
KAD 0121
4.13.8 Thresholds at Doorways.
Threshold at doorways shall not exceed
Y4 in (19mm) in heI ht for exterior
sliding doors or 2' In (13mm) for other
types of doors, Raise thresholds and
floor level changes at accessible doorways
shall be beveled with a slope no greater
than 1:2 (see 4.5,2,),
THREMLD6 AT EXTERIOR DOORS
U/S OF ROOF DECK
CAULK EACH SIDE WITH 3M BRAND
-FIRE BARRIER. PUTTY 303 INSTALLED
PER MANUFACTURER'S SPECIFICATIONS
— — —
L��LI7
7
i717i��riT,
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2 "X4" METAL TRACK
RAM5ET TO FL. SLAB
BASE
(OWNER SELECT)
E1_. O'-0°
FIN. FL.
(1) LAYERS OF 5/8"
TYPE "X" GY, BD.
EA. SIDE OVER (o'
MTL. STUD, TYP,
IHR. FIRE RATED
TENANT SEPARATION
WALL TYP, UL-DESIGN
No. U419, TYP.
CAULK EACH SIDE (DOUBLE BEADS) W/
ACOUSTICAL SEALANT
TENANT 6EPMTION WALL sEaia�
2"X4" MET
I" WALL ANGLE ACOUSTIC CLG, TILE
(OWNER SELECT)
BASE
(OWNER SELECT)
2 "X4" METAL STUDS
a 16" O/C
1/2 " GYP. BD.
2"X4" METAL TRACK
RAMSET TO FL, SLAB
Is
EL :a'-sa"
FIN. FL.
INTERIOR WALL SECTION!
A:- 27 SCALE 3/4" = I'-0"
SET BY METAL ,
BUILD'G. MANUF. I 25'-0" I 26'-0" !
INDICATES FILLED "3'-4" '-0". 12'-0"
CELLS W/
I-a5 BAR TYPM H/B 24.2 PI I
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4'-8" 6'-0" 3'-8'�' 3'-4" - ° 8'-0" �,_0, I 4" ,-4, T-41, 6,-0, 5,
REFER TO 4/A-2 FOR
55'-/0' THRESHOLD DETAIL
SET BY METAL
BUILD'G._MANUF-_ _ _ 25'-0' 2( >'-0"
4,995 S.F.
SET BY METAL
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R E V I S I O N S
NO. DATE DESCRIPTION BY
COMMERCIAL t RESIDENTIAL POST OFFICE BOX 453203
DESIGNS KISSIMMEE, FL 34745-3203
TEL. (407) 344-4122
114TIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL.— kad—designs20014&yahoo. com
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HAVY. - SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREbfENTs OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT- 1.0
DIAM, O D GR OUF' DEVELOPMENT INC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 1504068
PROJECT
CINEMA DC SIB NS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAME:S E. BETHUNE
DRAWING
PLOOR PLAN
4 D T,A I
DRASVN BY CHECKED BY
IK
DATE SCALE
S1I. NO.
03-22-2002 AS SHOWN
PROJECT NO.
(�
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:��_�.D 0127
/jai mea rseu� t:tev"sa�sewwam
C.M.U. `BALL
CPS FOAM —
TYP. 1'X1' ALUM.
CUNT. BETWEEM
MAIN FRAMES
1/8' THK. STAINLESS
STEEL CAMP
3/8' DIA. X 4'L.
REDHEAD EXP. BOLT
1/8' WASHER
1/2' INSIDE DIA.
X 1/8' GALV. PIPE
SPACER
NOTE: ALL C❑NNECTI❑NS T❑ BE TIG WELD
TYP" TOP C❑NNECTI❑N
DETAIL IAI
112' INSIDE DIA.
X 1/8' GALV. PIPE
SPACER --
3/8' DIA. X 4'L.
REDHEAD EXP. BOLT W/
1/8' WASHER —�
TYP. I-X1' ALUM.
CONT. BETWEEM
MAIN FRAMES
EPS FOAM
C.M.U. WALL
NOTE: ALL C❑NNECTI❑NS T❑ BE TIG WELD
TYP, BOTTOM C❑NNECTI❑N
DETAIL IBI x-
N❑TESI
1• CONTRACTOR TO VERIFY DESIGN, DIMENSI❑NS &
QUANTITY OF ALL CAN❑PIES W/ PROJECT ARCHITECT
ON SITE BEFORE FABRICATI❑N
2. SUNBRELLA CANVAS
COVER SCREWED TO
ALUM, FRAME W/ 1/4'XI/2'L.
SCREWS 2 4' ❑/C (TYP) ❑N ALL CAN❑PIES
3• ALL C❑NNECTI❑NS TO BE TIG WELD
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I
I
I
I
EL. 20'-0'
f I-r I E 4VE NT.
RIGHT 00- IDE ELEVATION 4)
SCALE I/8" = P-0" A-3
METAL CANOPY
(B'( CANOPY MANUF.)
II _l
STRUCK BILK, —4Z]
FIN. __r-1._1
LEFT SIDE ELEVATION �3
SCALE I/8" = P-0" A-3
MCT i11 c7/l/'1C li.lr Y
REAR ELEVATION 2
SCALE I/8" = I'-0" A-3
IL
BY METAL BUILDING MANUF.
r-fRoi\rr ELEVAT101
SCALE 1/8" = I'-0" A-3
EL. 0'-0"
13T. FL. LEV.
EL. 20'-0'
EAVE NT.
EL. 0'-0'
1ST. FL. LEV.
FACADE
Bl" METAL BUILDING MANUF.
CONSTR. NORTH
TRUE NORTH
R E V I S I O N S
NO.
DA`1'E
DESCRIPTION
BY
CCMMERCIAL i RE5IDENTIAL POS'1. OFFICE 13OX 453203
DESIi�NS KISSIh111EE, FL 3,1745-3203
TEI.. (407) 344-4122
INTIAZ KARBM FAX (407) 344-1322
DcSIaNER EbIAIL—kad_desigus2001*yahoo.corn
NO. 0A,m ISSUE FOR BY
IS S U E S
STE�PHE;N E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON IIWY. -- SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 81.65
NOTE:
'I111S S1'RUC'I'URE HAS BFEN DESIGNED 'CO
6IEET OR EXCEED 'PIIE WIND LOAD
REQUIREMEWFS OF SECTION 1606 OF '111E
FLORIDA BUILDING CODE 2001 EDI'I'ION.
1. BASIC WIND SPEED-120 MPH
2. WIND INIPOR'I'ANCE FAC'POR— 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIEN'I'— 1.0
NORM
M hAMO— N � G20UP DEVELOHYi NT JN0.
4211 WEST COL.ONIAI, DR.
ORLANDO, F'L 32608
TEL. 4 07 363 5733
(-,'GC 1504068
PROJECT
CN-Hj'd , DRG--i9NS
1200 CENTRAL PARK DR.
SANF'ORD, F'L 32771
OW-NER: JA-NIES E. BETHUNE
DRAWING
4 [DETAILS
DRAWN BY
CIIECKED BY
IK
DATE
SCALE
Sit. NO.
03-22-2002
A5 SHOWN
A-3
PROJECT NO.
ECAD 0127
2" Recessecl [Door k4eaolerS
('a'Ix141, compoaite)
Total Allowable Superimposed Load - Pounds Per Linear Foot
Mark No.
Nom ina I
Clear
&pan
Door
Size
Width
Filled
(0)SE3,0115T
D5
Filled
(1)#5T(1�58
DC
F1I led
(l�'5B,(2/#5T
DD
D-1
D-2
D-3
D-4
D-5
D-6
D-1
D-8
D-9
2'-4"
2'-8"
2'-10'
3'-0"
3'-4'
4'-4'
5'-4'
0'-4'
V-4'
2'-0'
2'-4'
2'-0"
2'-8'
3'-0"
4'-0"
5'-0"
0'-0"
8'-0"
1980
8199
8420
0190
1015
1108
0320
0539
0042
0018
rol24
0288
5391
5432
5031
4950
4049
4198
3138
3201
3340
2050
2155
2855
2020
2016
2130
METAL FACADE Q2
5Y METAL BUILDING MANUF.
_ EL. 20'-0' `
EAR/E HT.---�---
EL. O'-O"
15T. FL. LEV,
NOTES:
I. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
Frecast lintel (a"X1(o" coo osite)
Total Allowable Superimposed Load - Pounds Per Linear Foot
Mark No.
Nominal
Clear
an
Total
Lintel
Span_
Filled
(1)#5 T45
C
Filled
(1)#5T(2)055
D
Filled
(2)#5 T 4
E
L-1
L-2
L-3
L-4
L-5
L-0
L-1
L-8
L-9
L-10
L-11
L-12
L-13
L-14
L -15
L-10 (P-S.)
L -11 (P.5,)
L - IS (P.S.)
L -19 (P.5,)
L-20 (P.S-)
L-21 (P.5.)
L - 2 2 (P.S.)
1'0"
2'2"
2'8'
312"
410"
410'
512"
0'2"
110"
810.
912'
1010'
11'2"
1210"
1218'
1314'
14'0'
1010'
18'o"
18'8"
20'8"
22'8"
2'10"
3'0"
4'0"
410"
514.
5110,
010"
1'0"
V4'
g'4"
10'0"
11'4'
12'0"
1314,
14'0'
14'8'
15'4'
1T4"
19'4'
2010"
21'4"
2410"
12314
12591
12801
8488
8080
8811
0808
1023
11-18
5112
5902
0033
4540
4649
4153
4028
4120
4212
3382
3400
3538
29o8
2915
3042
2548
2001
2000
2215
2201
2319
1918
1930
2009
1149
1190
1832
1554
15,31
1028
1430
1413
1501
1350
1389
1421
1395
1440
1512
1320
1310
1431
1153
1191
1250
1019
1051
1104
98o
1011
1003
880
913
954
140
115
801
Note: (P.5.) represent precast lintels prestressed using
(2) 1/16' Diameter Prestressing Strands.
DETAIL "C'
i
I
METAL ROOFING
5Y METAL 5UILDING MANUF. 12 12
METAL PURLIN 1 I/2 �— -- — I I/2
5 -011
5Y METAL 5UILDING MANUF.
I
-- ----------------------------------------------- ----------------------------------------------------------------------------------------
i
L�
i
>a I
� I
�4 I
i
i MAIN FRAME
5Y METAL BUILDING MANUF.
I
i
EL. I
L1 /5
�avrll
IIUO(
IIIURAIIIR S11OWN)
SECTION THRU GABLE CANOPY WITH FACADE
R-19 INSULATION
(TYF)
(o" CONC. SLAP WIT14 F15ERME5H OR Wlroxro 1Ox10 OVER roM VISA.
ON CLEAN - COMPACTED - TERMITE TREATED FILL
BUILDING SECTION �
SCALE I/4" = I'-0" A-4
INIALL FRAME
METAL GUTTER
5Y METAL
5UILDINCx MANUF,
DOWN SPOUT
5Y METAL
51-1ILDINr MANUF.
REFER TO SITE
PLAN FOR
TERMINATION
G.L.
g
t
107
CONSTR. NORTH TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIPTION BY
DESIG NS INC.
COMMERCIAL 4 RESIDENTIAL POST OFFICE BOX 453203
DESIGNS KISSIMMEE, FL 34745-3203
TEL (407) 344-4122
INTIA'L KARIM FAX (407) 344-1322
DESIGNER EMAIL—kad—designs20016yalioo. com
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. - SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO ,
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2, WIND IMPORTANCE FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. IN`1'ERNAL PRESSURE COEFFICIENT— 1.0
DDAMOND GROUP DEVELOPMENT W.
4211 WEST COLONIAL DR.
ORLANDO, FL 32608
TEL. 407 363 5733
CGC 1504068
PROJECT
CHEMA DESO'G INS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BETHUNE
DRAWING
SECTIONS 4 DETAILS
DRAWN BY
CHECKED BY
IK
DATE
SCALE
SH. NO.
03-22-2002
A5 SHOU)N
JLfI
(i11
PROJECT NO.
KAD 0127
�'
GENERAL FOUNDATION NOTES:
1. ALL CONC. BLAB SHALL HAVE A COMPRESSIVE
STRAIGHT OF NOT LESS THEN 3,000 .P.S.I. )28 DAYS
SLAB SHALL BE REINFORCED WITH FIBER MESH ON ro MIL.
VAPOR BARRIER OVER CLEAN COMPACTED
TERMITE TREATED FILL.
2. CONC. FOOTING SHALL HAVE A COMPRESSIVE STRENGTH
OF NOT LE55 THEN 3,000 P.O.E.. 'o) 28 DAYS.
REINFORCE FOOTING WITH #5 BARS AS INDICATED, ALL
BARS SHALL BE DEFORMED, AND SHALL
CONFIRM TO 455T. DE5IGNATION A305, AND BE GLEAN AND
FREE FROM RUST AND SCALE,
SPLICES SHALL OVERLAP AT LEAST 25"
3. FOR CONC. BLOCK WALL5 PROVIDE CONCRETE FILLED
CELLS WITH 1-*5 BAR VERTICALLY CONTINUOUS FROM
FOOTING TO TIE BEAM AT ALL CORNERS AND WHERE
OTHERWISE NOTED AS PER FOUNDATION PLAN.
4. EXTEND 5LA5 - 1/2" �@ DOOR OPENINGS
C.t%eI.U, WALL DEiAiL. (-��
N.i,S, A-5
WOOD C1451NG
�C
FINISH PER ELEVATION
2 "X P.T. W/ Yz' D IA. A.B.
e 24' O/C STAGGERED
DOOR FRAME TO BLOCKS PER
MANUFACTURER5 SPECIFICATION
THRESHOLD
HOLLOW METAL DOOR
CAULK SILL
05 VERT. BAR ON POURED CELL
JAM5 AT Xi IO DOORS_
SCALE 3/4' =I'-V
MARBLE OR P.T IX WINDOW BUCK
1/2' DRYWALL WOOD SILL ANCHOR TO MA50NARY
PER MANUF. 5PEC5.
WOO. 11iwwlm
— ALUM. WINDOW
"5 VERT. BAR ON POURED CELL— CAULK CONC. BILL
JAM5 AT WIN OWS.
SCALE 3/4' =I'-O'
DOWEL LAPPED
WITH WALL REINF.
ALL LAPS 25" MIN,
` #5 CORNER BAR
GROUTED CELL
1YP, COMER ARTIM WALI. OF.
(o' CONC. 5LA5 WITH FI15ERME5H
OR W/(ox6 IOxIO OVER 6M VISO.
ON CLEAN - COMPACTED -
TERMITE TREATED FILL
� ROD - HORIZ. LENGTH = 20'
(UNLE55 OTHERWISE NOTED)
.4 1
III- III III— I I CLEAN COMP,
16' TERMITE TREATED
FILL
6' CONC. 5LA5 WITH FIBERMESH
OR W/C xG IOxIO OVER &M VISO,
ON CLEAN - COMPACTED -
TERMITE TREATED FILL
SAWCUT I/8"WIDE X 1/2" DEPTH
OF FLOOR 5LAB
FOOTER TYPE W.,
30' DEEPX(o'-O'X(o'-O'
REINFORCED UJ/ # 5 BARS
f 6' O/C E/UJ TOP 4 BOTTOM
ANCHOR BOLT 51ZE5 4 _
EMBEDMENT 4 LOCATION
BY METAL BLDG. COMPANY
6' CONC. SLAB WITH FIBERMESH
OR W/5x6 IOxIO OVER ON VISA.
ON CLEAN - COMPACTED -
TERMITE TREATED FILL
REFER TO
FOOTING SCH.
S
Dw
O
1. USE 3,000 PSI CONC. MIN,
2. ALL FTGS. ARE DESIGNED
FOR MIN. 2000 PSF SOIL BRCz.
CA ACITY. ANY LE55ER
BRG. CAPACITY SHALL BE THE
RE5PON5I5ILITY OF OWNER.
lil CLEAN COMP.
1 1I (I 1 1I 1 1 1 TERMITE TREATED
FILL
REFER TO FOOTING 5CH.
FOOTER TY m
SCALE 1/2' = 1'-0" A-5
4'X4'XI/4'X8' LONG V WELDED
TO COL. 6 BOLTED TO HEADER COURSE
W/ 2- I/2' EXP. BOLTS'a EACH COL.
EL 10'-0" TOP OF CMU
DOUBLE HEADER COURSE
CONC. FILLED d REINF.
W/ 2-05 CONT. EACH
CONC. 5LK5. REFER
TO ELEVATION
#e, BAR IN CONC. FILLED CELL a
a'O/C MIN. REFER
TO FOUNDATION PLAN
(25' LAP MIN. )
I
I
I
I
I
I
I
I
°
NOTE: FOR OFFICE AREA REFER TO
5/A-3 FOR INTERIOR FINISHES
6' CONC. SLAB WITH FI5ERME5H
OR W/6x(o I0x10 OVER 6M VI(-Q.
ON CLEAN - COMPACTED -
TERMITE TREATED FILL
Q a 4 00- -
a ------- -IST. FL. LEV.4 Q a
4 a ° 4 4.
4.
° c 4@ III_ I I I II I I II I
4 a® 4 1 1 1 —1 1 1-1 1 1-1 I I
�� III i
Ilk-
I I —III ' III 2` 15 BARS CONT.
\ CLEAN COMP, CLEAN COMP. TERMITE TREATED FILL III 11I I (i i 1
TERMITE TREATED I ,
FILL -
CONTROL JOINT DETAIL iT
WALL 4 FOOTSR 5ECTION (T
SCALE 3/4" = 1'-0" A-5
CONSTR. NORTH TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIPTION BY
D L S S G N B INC.
COMMERCIAL i RE5IDENTIAL POST OFFICE BOX 453203
DE51Gi`IS KISSIMMEE, FL 34745-3203
TEL (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL— kad—designs2001(&yahoo. corn
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
KISSINIMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND I1IPURTANCE FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT— 1.0
DDIIAMOND GROUP DEVELOPMENT IINC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32608
TEL, 407 363 5733
CGC 1504068
PROJECT
CINEMA DESIGNS
1200 CENTRAL, PARK DR.
S ANFORD, FL 32771
OWNER: JAMES E. BETHUNE,
DRAWING
SECTION5ECTION6 4 DETAIL6
DRAWN BY CHECKED BY
IK
DATE SCALE SH. NO.
03-22-2002 A5 5HOWN
PROJECT NO. A-5
111 wT
TOP OFFSET I
(KAWNEER)
OVERHEAD
SURFACE CL(
KAWNEER AL
5AR, 5T1'LE
5OTTOM OFF
(KAWNEER)
IL
V
KAWNEER N90 NARROW STILE
DOOR
KAWNEER ADAMS RITE
KAWNEER ALUMINUM PULL
HANDLE STYLE CO-'?)
M5+1a' O DEADLOCK/LATCH
COMBINATION WITH ADAMS
RITE 451 fO LATCH PADDLE
DEVICE
1/4' CLEAR TEMPERED
GLASS
THRESHOLD WITH
APPLIED 5TOP 039-345
(KAWNEER)
1-1/2' PAIR BUTT
HINGES 5RAS5
(o DOoqED 0
V � /
PRE -HUNG IN WOOD
FRAME
1-3/S' HOLLOW CORE
WOOD DR. PAINT
GRADE BIRCH VENEER
PRIVACY LOCK5ET
SARGENT C Uo5-OSL-26OD
WITH LEVER HANDLE (NC.)
(PRIVACY LOCKSET e
BATHROOMS ONLY)
Design No. U419
Nonbearing Will Ratings — 1, 2,3 or 4 lit (See Items 3 & 4)
For Nundwr of Lnyer9 k'1
and Hum ly Jtnrlogs
I( see item, -I _
(/ 1)
1. Pldor and Ceiling Runners (Not shown) — Chat)uel shaped, fabri-
cated from min 25 MSG, (mili 20 MSG when Item 4A is used) coirosiou-
protected dsteel, min ividtif to liccouunodafe stud size, 0111i min l in.
otig legs, attached to floor and ceiling Willi fasteners 24 fri. OC max.
2. Steel Studs — Channel shalied, fabricated from min 25 MSG (min 20
MSG when Item 4A is used) corrosion-4proiected steel, min width as
indicated muter Item 4, min 1-1 /4 in. flanges and 1 /4 in. return, spaced
it max of 24 ill. OC. Studs to be cut 3/8 to 3/4 in. less than assembly
height.
3. Batts and Blankets* — (Re aired as Indicated under Item 4) — Min-
eral wool Batts, hiction filled between studs and runners. Min nolu
thickness as indicated under Rent 4. See Batts and Blankets (BKNV or
BZJZ) Categories for namtes of Classified companies.
3A. Batts and Blankets* — (Optional) — Placed III stud cavities, any glass
fiber or mineral wool insulation bearing the UL Classification Marking
as to Surface Blftrini; Characteristics and/or Fire Resistance. See Balls
and Blankets (BI(NV or BZJZ) Categories for names of Classified con
panies.
4. Gypsum Board' — Gypsum panels with beveled, square or to4)ered
edges, applied vertically or horizontally. Vellical ioimts centered over
studs alit, staggered one stud cavity on opposite sides of studs. Vertical
joints in adjacent layers (tnultilayer systems) staggered one stud cavity.
I lorizorplal edge joints and horizontal butt joints oil opposite skies of
studs need mot f)laggered. [Ioriron(al edge joints and horizontal butt
joints in adjaccliz layers (muhilayer sSte IS) staggered a min of f2 in.
'I he thickness a:•d ituntber of layers Yor the I hr, 2 hr 3 hr and 4 hr rat-
ings ale as folk vs:
Wallboard Protection on Each Side of Wall
Raling Min Stud No. of I,ayers htin 7Lkns
Dc :Il, &,Ildols of lasuletion
o(I .Inel (Item 3)
1 3-1/2 1 layer, �/8 III. thick Optional
FIRE RESISTANCE DIRECTORY (BXRI1) 745
Fire Resistance Ratings - ANSI/UL 263 (13XUV)-CoWinIIed
Raling Min Stud No, of I.ayers Min'rhkns
Dcattl &'tl,kns of Insulation
of hmel (Item 3)
1 2-1/2 1 layel; 1/2 in. thick 1-1/2 in.
1 1-5/8 1 laye); 3/4 in. thick Optional
2 1-5/8 2layets, 1/2 in. Optional
thick
2 l /8 2layers, 5/8 in. Optional
thick
2 3-1/2 Mayer 3/4 fn. thick 3 in.
3 1.5/8 3layers, 1/2 ill. Optional
thick
3 1-5/8 2layers, 3/4 in. Optional
thick
3 1-5/8 3layers, 5/8 in. optional
thick
4 1-5/8 4layers, 5/8 in. Optional
thick
4 1-5/8 4 Tapers,1/2 fa. Optional
thick
4 2-1/2 2layers, 3/4 in. 2 in.
thick
CANADIAN GYPSUM COMPANY-1/2 fit. thick "Type C,
IP-X2 or IPC-AR; WRC-', 5/8 Ill. thick'I'y(pe AR, C, llp-Alt, IP-XI,
II'-X2, IPGAR, SCX, SIIX, W(tX or WRC; 3/4 in. thick'1'ylpe
IP-X3, UETRACODE, UI.TRACODE SIIX or ULIRACODL WRX
UNITED STATES GYPSUM CO-1/2 in. thick'I'yppe C, IP-X2,
IPC-Aft or WRC; 5/8 in. thick Type SCX, SI (X, 4V1tX, IP-X1,
AR, C; WRC, FRX-G, IP-Aft, 1PA2, IPC-AR; 3/4 in. thick Type
1P-X3, ULTRACODE, Uf:TRACODE SIIX or ULTRACODE WRX
PESO PANAMBRICANO S A DE C V —1 /2 f,,. thick Type C,
IP-X2, IIIC-AR or WRC; 5/8 in, tlifck'I'ype AR, C, III -AR, IP-X1,
II'-X2, II'C-AR, SCX, SIIX, WRX, WRC or; 3/4 in. thick'I'ype
IP-X3, UETRACODE, UUTRACODE SIIX or UETRACODE
WRX.
4A, Gypsum hoard* — (As an alternate to Item 4) — 5/8 in. thick gypsum
1panels, installed as described in Ilcn1 4 with •Type S-12 steel screws.'I'he
ength and spacing of llte screws as specified under Item 5.
CANADIAN GYPSUM COMPANY —Type FRX
UNITED S1'AI'ES GYPSUM CO —Type FIZx
413. Gypsum, Board* — (As as alternate to Items 4 and 4A) — 5/8 in.
thick, 2 ft• wide, tongue and groove edge, applied horizontally ns the
littler layer to one side of the assembly. Secured as described III Item 5.
Joint coveri,, g (Itent 7) not required,
CANADIAN GYPSUM C0MPANY—Ty F)e SIIX.
UNTIED STATES GYPSUR4 LO -'I'y pe Sl IX.
YESO PANAMERICANO S A DE C —Type SAX.
5. Fasteners — (Not shown) _Type S or S-12 steel screws used to attach
panels to studs (Item 2) or funini; channels (Item 6). Single layer sys-
tems: I in long for 112 noel 5/8 In. thick panels or 1-1/4 in. long for
.„ ,
- panels, s, 'I when aI cis tie applied horizon-
. 'c ) �I aced 8 I ). OC h I t
3 1 ut thick aI c
/ 11
I -1 I
tally, or .12 fn. OC when panels are applied verticnity.'kv0 layer sys-
tems: First layer- I in. long for 1/2 and 5/8 in. thick panels or 14/4 in.
long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in.
long for 1/2 fm., 5/8 fa. thick panels or 2-1/4 in. long for 3/4 fn. IJlick
panels, spaced 16 in. OC wilh screws offset 8 in. hum first layer.'rhtee-
layer systems: First layer- t fn. long for 1/2 in., 5/8 in. thick l)anels,
spaced 24 in. OC. Second layer- t-5/8 in• long for 1/2 in., 5/8 in. thick
panels, spaced 24 fn. OC. Third layer- 2-1/4 im, longg for 1/2 in., 5/8 in,
thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC.
Screws offset min 6 fn. from layer below. Four -layer systems: First
layer- t III. long for 1/2 in., 5/8 in. thick patfels, spaced 24 in. OC. Sec-
ond layer- I-5 8 fn. long for 1./`2 in., 5/8 nr. thick panels, spiced 24 in.
OC. "third layer- 2-1/4 in. long for 1/2 in. thick panels or' 2-5/8 in. long
for 5/8 fn. thick panels, spaced 24 fit. OC. Fourth layer- 2-5/8 fa. long
for 1/2 in. (hick panels ur 3 in. long for 5/8 iu, thick panels, spaced 12
III. OC. Screws ol(sc;t min 6 fa. from layer belotV-,
6. Furring Channels — (Optional, not shown, for single or double layer
Systems) — Resilient furring channels fabricated (tom min 2.5 MSC
corrosion -protected steel, spaced verticallya max of 24 fn. OC. Flan
portion attached to each intersecting stud with 1/2 in. long'Type S-12
steel screws. Not for use %vilh Ilen, 4A.
7. Joint Talle and Compound — Vinyl or casein, dry or premixed joint
corn44pound applied in Iwo coals to joints and screw heads of eider lay-
ers. I"a per tape, nom 2 in. ,,vide, embedded fit first layer of compound
over all joints of outer panels.
8. Siding, Itlick or stucco— (Optional, not shown) -- Alundilum, vin)•l
or steel siding, brick %,ricer or stucco, meeting Iho Ie(Iuiletnents of
h)nll code agencies, Installed over gypstum panels. 1lrick ve)teer
attached to studs with corluggtied metal wa I ties anached to each stud
willt steel screws, not more titan each sixth course of btic•k.
GI YNN-JOHNSON l0M SEF'IF�;
OVERHEAD DOOR HOLDI
1-1/2' PAIR 5UTT HINGES
5 KNUCKLE FULL MORTISE
HINGE (STEEL)
[BOOR (�')
System No. W-L-1084
F Rating —1 fir
'I• Rating — 0 fir
SECTION A -A
1. Wall Assembly— The fire rated gypsum wallboard/stud wall assem-
bly shall be constructed of the materials and in the manner specified fit
the individual U300 or U400 Series Wall and Partition Designs in the
UL Fire Resistance Directory and shall include the following construc-
tion features
A. Studs— Wall framing may consist of either wood studs or steel
channel studs. Wood studs la consist of noln 2 by 4 in. lumber
spaced 16 f,,• OC. Steel studs to be min 3-5/84n• wide and
spaced max 24 in. OC.
B. Gypsum Board*— Nom 5/8 in. thick gypsrun wallboard, as
specified fn the individual Wall and Partition Design. Dian, of
opening is I-112 Ill. larger than the outside diam of pipe.
2. 'Through -Penetrant One metallic pipe, conduit or tubing to be cen-
tered within the firestop system. An annular space of 3/4 in. is
ie(lithed within the firestop system. Pipe, conduit or tubing to be rig-
idly supported on both sides of wall assembly. The following types and
sizes of metallic pipes, corlduils or tubing may be used: '
A. Steel Pipe— Nom 12 in. dinln (or smaller) Schedule 10 (or
heavier) steel pipe.
B. Conduit— Nom 6 in. diam (or smaller) electrical metallic tubing
or steel conduit.
C. Copper'Ilrbing— Nom 6 in. diam (or smaller) "type L (or
heavier) copper tubing.
D. Copper Pipe — Nont 6 in. diam (or smaller) Regular (or heavier)
copper pipe.
3. Fill, Void or Cavity Material* — Sealant— Min 5/8 in. thickness of
fill material applied within annuhs, flush with both surfaces of wall
assembly.
MINNESOTA MINING & MFG CO—FB-2000+
*Bearing the UL Classification Mark
System No, W-1-10.17
(Formerly System No. 328)
F Ratings — 1 and 2 fir. (See Item, 3)
T Raling — 0 [Ir
1. Raling At Ambient -- less than 1 CFhI/sq ft
1. Rating At 400 F _. less than 1 CFM/sit ft
SEC I ION A -A
1. Wall Assembly— The I or 2 hr fire raled gypsum wallboard/stud
wall assembly shall be constructed of the materials and fn the manner
described in llle individual U300 or U400 Series Wall or Partition
Designs fm the UL Fire Resistance Directory and shall inclrtcle the fol-
lowing construction features:
A. Studs — Wail framing may consist of either woad studs or steel
channel studs• Wood studs to consist of mom 2 by 4 in. lumber
spaced 16 ill. OC with nom 2 by 4 in. lumber end plates and
cross braces. Steel studs to be fain 3-5/8 in. wide by 1-3/8 in.
deep channels spaced max 24 in. OC.
B. Gypsum Board — Nom 5/8 in. thick, 4 ft. wide wilh square or
layered edges. file he gypsum wallboard ty ,e, number of layers
and sheet orientation shall be as specified in the individual Wall
anti partition Design. Diam of circular through openiu��, cut
lhruugh gyps,,,,, wallboard on each side of wall assenitAy to be
min 0 in. (point contact) to max 1 in. Inrl;er than outside diam, of
flexible metal conduit (RCIn 2) installed in through opening. Side
edge of circular opening to be min 3 in. from, realest stud in wall
cavity.
C. Fasteners— When wood stud framfmg is employed, gypsum
wit
llbrard attached to studs with cement coaled nails as specified
in the individual Wall or Partition Design. When steel channel
stud framing is employed, yypsunl wallboatd attached to sbuis
wi11 [', S self-drlliing, self -tapping bugle -head steel screws as
specified in the individual Wall or Partition Desi�`Lr 1
2. Through 1'enetraling Product` — Flexible Metal COMER— Nom 4
I' 'V. Ivlax
lira, (or smaller) aluminum,
minu, or steel Flexible [11cL� l Conduit t
one flexible metal conduit to be installed near center of circular open__
fag in gypsiun wallboard. Flexible metal conduit to be rigidly sup-
ported on both sides of wall assembly.
20 GA. GALV_ HOLLOW METAL
DOOR 1-3/4' THICK, PAINT
READY,
IS GA. G.4LV. METAL FRAME
FILLED WITH CONCRETE AND
WITH 3 MA30NARY ANCHORS
PER JAMB MIN,
PANIC HARDWARE, RIM TYPE
EXIT DEVICE SARGENT 2aOO
SERIES 2828 FX 28-K-GIB-PEN
WITH EXTERIOR TRIM FLU),
VINYL WEATHER5TRIP AROUND
PEF 1.
SILENCERS 3 MIN.
ALUMINUM THRESHOLD SET IN
FULL MASTIC 5E:D.
OM F I N 1 5 H 5CHEDULE
ROCH 1`14ME
FLOOR
BASE
UTALLe,
(:LG.
REMARKS
SUI'T'E
NCN-SKIP
CERAMIC
GEMIG
PAINTED
24'X24' ACOLI7TIC
LAY -IN TILER
TILES
TILES
—
--- -- —
RE5TROOMS
NON-SKID
CERAMIC TILE TO 5' A.F.F.
24'X24' ACOUSTIC
CERAMIC
PAINTED FIN. TO CL.G.
LA)' -IN TILES
TILES
___
---
DO OFR SCHEDULE
TYP_
SIZE
THRESHOLD JAMB GLA55
-
MATERIAL
�_—
REMARKS OUANTY
�r
2-3'-O'XV-0'
ALL1M. MTL. TEMPERED GLA55
ALUM.
—2
n
31-0"XT_01X 1 3/S'
Wp,
WOOD
UNDER CUT DOOR FOR MAKE-UP AIR 2
--------- - --
---
3'-O'Xl'-O'X 1 3/4'
— ALUM. MTL. — — — — —
HOLLOW
MTL.
--2
40o813F
UJD.
WOOD
LOUVERED DOOR 2
HOT E
I EXCEEU
760 i FOUIIIAll]
ir- DEPIII
I
I
t
I —
I I
C I
E I
I
co I
3 I rq
� 1
I
i
---------------
(d)
BLIHHll
Fountain or COOler
3 [I11LL
915 �1 36 rltitl,
—� 12 min
inhi —
305 —1._)� 305
� 1 f
f (UI if)
t1 0
c) I CO
f
(a)
BACK WALL_
-17-19 '
430-4B5�_
h- d
0
lu
E Lo
El t', rn
_ — r>t Nl till
8 niix 6 ,,tax
205 �- 150
110TE: EOGIPMEllT PERfAIrTED
it st IADED AREA
Spo(It Height
and Knee Cle21211Ce
i 54 n)jn
1370
_2
1 I
I A . 42 rn_in TOR.ET
305 ) tlr7y PAPER
I /I
17_19 _I1Q�� i=�co
Q30 11)5 1 I_ rl r•
l
IL
(b)
SIDE WALL
Fig 29
Glair Bats at Water Closels
l ,
LeL-
ILI
Y�IIIT'p
TOE
CLEARAVICE
_ _•
6 tn_a_x
150 `
Kf IEE DEPII I
CLEARAI ICE
8 min
1 7 min
205 430
Fig 3.1
Lavatory Clearances
min_
430
430
3 —
---------------�
C
I I —
I CLEAR
E
FLOOR
'
c) lD
O
; SPACE
[E:
I I—
I
-«—
t
(---------------- -----�
:19 max
4 t15 �—
4� t11ii�
t
1220
Fig 32
Clear Floor Space at L_avaloi ies
CONSTR. NORTH TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIP`IION BY
DL6IGIV� Ir7C:;.
COMMERCIAL 4 RESIDENTIAL POST OFFICE BOX 453203
DEBIGN5 K13SIMMEE, FL 34745-3203
TEL. (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
VESICaNER EifAIL—kad—d�si�;n�s?_O�Ol6ya�hoo.corn
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
KISSIMMEE, FLORIDA 347.44
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 kIPH
2. WIND IMPORTANCE; FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURF] COEFFICIENT— 1.0
DAMOIND GROUP DEVELOPMENT WC.
4211 WES`F COLONIAL DR.
ORL,ANDO, F'L 32806
TEL. 407 363 5733
CGC 150 rU68
PROJECT
CNEMA DESIGNS
1200 CENTRAL, PARK DR.
SANFORD, FL 32771
OWNER: JANIES E. BETHUNE
DRAWING
DRAWN BY
CHECKED BY
IK
DATE
SCALE
SH NO
03-22-2002
A5 5HOI1N
PROJECT NO.
IKAD 0"127
IL
CONSTR. NORTH TRUE NORTH
R E V I S I O N S
NO. DATE' DESCRIPTION BY
r
D ICBI GIVE YNC.
COMMERCIAL. 0 RE5IDENTIAL POST OFFICE BOX 453203
DE51GN5 KISSUBIEE. FL 347,15-3203
TEL. (407) 344-4122
INTIAZ KARfhf FAX (407) 344-1322
DESIGNER EhfA]I,—kad—designs2001c�Pyanoo.com
i
i
i
NO. DATE ISSUE FOR BY
i
i
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. - SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO, 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
F'LORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT— 1.0
DIAMOND CsIROUP DEVELOPMENT ENT INC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32608
TEL. 4-07 363 5733
CGC 1.504068
PROJECT
CINEMA DESIGNS
1200 CENTRAL PARK DR.
SANFORD, FL 32 771
OWNER: JAMES E. BETHUNE
DRAWING
REPLECTED CEILING PLAN
DRAWN BY CHECKED BY
IK
DATE SCALE
SH. NO.
03-22-2002 A& 5NOWN
PROJECT NO.
A-7
KAD D127
CONSTR. NORTH TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIPTION BY
DESIGNS I N C .
COMMERCIAL 4 RE5IDENTIAL POST OFFICE BOX 453203
DESIGNS KISSIMMEE, F'L 34745-3203
TEL. (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL— kad_designs2001(&yahoo.corn
NO, DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. - SUITE A
KISSIMIvIEE, FLORIDA 34744
(407) 933-7660
REG. NO, 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. IN'TERNAL PRESSURE COEFFICIENT— 1.0
D AMONDD GROUP DEVELOPMENT ANC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 1504068
PROJECT
CHEMA DESK3NS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BETHUNE
DRAWING
ELECTRICAL LIGHTING PLAN,
LEGEND 4 SCHEDULES
DRAWN BY
CHECKED BY
IK
DATE
SCALE
SH. NO.
03-22-2002
_& SHOWN
E-1
PROJECT NO.
KAD 01_2 7
CONSTR. NORTH
TRUE NORTH
R E V I S I O N S
NO. DATE DESCRIPTION BY
DESIGNS INC.
CONNERGIAL 4 RESIDENTIAL POST OFFICE BOX 453203
DESIGNS KISSBUIEE, FL 34745-3203
TEL. (407) 344-4122
INTIAZ KARIM FAX (407) 344-1322
DE31GrlER EAfAIL—kad_designs2001�yahoo.com
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. - SUITE A
KISSIMMEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF' SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR- 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT- 1.0
DIAMOND GROUP DEVELOPMENT INC.
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 1504068
PROJECT
CINEMA DC S[GNS-
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BETHUNE
DRAWING
ELECTRICAL POWER FLAN,
R16ER DIAM 4 PETAL
DRAWN BY
CHECKED BY
IK
DATE
SCALE
SH. NO.
03-22-2002
A& &NOU)N
E-2
PROJECT NO.
K1 D 0127
CONSTR. NORTH TRUE NORTH
R E V I S 1 0 N S
NO, D A'I'E DESCRIPTION BY
C-- r-i S 1 11-4 C.
COI IFRCIAAL 4 F-,E'--"1C)Et1T1AL POST OFFICE BOX 453203
DE5*tl5 KISSaafEE, FL 34745-3203
TEL (407) 344--4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL— katd--desigris2OOl�yalicio.coi-n
NO. DATE ISSUE FOR B y
IS S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
F'LORIDA 34744
(11-07) 933--7660
REG. NO. 8185
NOTE:
THIS E;ri,RI-jc,rURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIRENIENTS OF SECTION 1606 OF' THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED--120 MPH
2. WIND IMPORTANCE FACTOR— 1.0
3. WIN[) EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFF'ICIENT-- 1.0
113-)1AM(('--.)N-D CUIROUP DEVELONAENT INNCI,
4211 WEST COLONIAL DR.
ORLANDO, FL 32808
TEL 407 363 5733
CGC 1504068
PROJECT
CINEMA DESP NS
1200 CENTRAL PARK DR.
SANFORD, FL 32771.
OWNER: JAi%,fE1S E. BETHUNE
DRAWING
ki-VA.C. 1=1-00R PLAN
DRAWN BY CHECKED BY
1K
DATE
SCALE
SFI. NO.
03-22-2002
A5 allCWN
M-1
PROJECT NO.
E(-AID 0 1 r27
SPLJT SYSTEM A/C UNIT'
MARK HEAT PUMP SYSTEM (OR A.P.P. EQUAL)
AHU-1
SYSTEM NOM. TONAGE
6.0
AIR HANDLING UNIT FAN SECTION TYPE (VERT OR HORZ.)
VERr.
O.FM TOTAL
2400
C.F.M. OUTSIDE AIR
FAN MOTOR H.P.
380
3/4
MOTOR (V/PH/HZHF.L.A,)
208/1
C;OOL.IN(a SECTION CAPACITY (aTUHIK-,W)
HEATING SECTION CAPACITY (BTUHIK-WI
72,000
15.36 KW
ELECT. (V/PH/IlZ)
208-1
CONTROL. STAME-8- (1stH2nd)
I
FILTER SECTION TYPE -DEATH (IN)
FS). - V
OUAN'TITY-SIZE (VIXH) (IN)
ONE- VERIFY
EA&IS OF DE',QIQN
C:C41DENSING SECTION NO COMPREfi. SORS
CAP REDUCTIONalE
ELECT. (V/FH/HZHrF_LRA)
COND. FAN (NO d, H.P)
TRANE
208/1
1/3/4
COND. FAN (F.L.A.)
1/1.9
BASIS OF DESIGN
TRANE
SIZE OF UNIT
SPLIT SYSTEM A/C UNIT
MARK HEAT PUi,,AP SYSTEM (OR A.P.P. EQUAL_)
AHU-2
SYSTEM 1 NOM. TONAGE
6.0
AIR HANDLING UNrf FAN SECTION TYPE (VERT OR HORZ.)
VERT.
C.FJA TOTAL
2430
CFIA. OUTSIDE AIR
360
FAN MOTOR H.P.
3/4
MOTOR (V/PH/HZHFL,A.I
208/1
COOLING SECTION CAPACITY (BTUFIIK'-VA
72,000
HEATING SE0110N CAPACITY (STUHIK-M
15.36 KW
ELECT. (V/PH/HZ)
203-1
CONTROL STAHGES- (tAH2nd)
I
FILTER SECT1014 TYPE -DEPTH (IN)
F.G. - I"
QUANTITY -SIZE IWXH) (IN)
ONE- VERIFY
BASIS OF DESIGN
TRANE
CONDENSING SECTION NO COMPRESSORS
CAP REDUCTION
ONE
ELECT. lV/RH/HZYiFLRA)
203/1
COND. FAN (NO HPI
1/3/4
COND. FAN (F.L.A.)
1/1.9
BASIS OF DESIGN
TRANE
SIZE OF UNIT
AIR DI(EBTIMBUTION SCHEDULE
MARK
DLESC�HPTION
MATERIAL
HNEH
BASE OF DESIC44
TUTTLE BAILEY
TITUS
S.C.D.
CEILWA DIFFUSER- SQUARE AND RECTANGLE
ALUMINUM
BACKED, OFF-
AMS WITH M-7
TDC-AA-625
LCUVER FACED W/ OPPOSED BLADE
WHITE DAMPER
DAMPER
WITH A 0 95
VOLUMN DAMPER
ENAMEL
DAf,.lr-ER
R/A GRL.
RETURNA64 GRILLE, FIXED 30 ANGLE
BLADE W1 V2' SPACING
ALUMINUM
ANCCV-ED
AtIO 0
4FLOOA65
DOOR CaLLE, EXTRUDED ALUMINUM
Dk),
iNvEnTEb V CORE AND TELESCOMNQ
ALUMINUM
ANCCAZED
A-985 Vr-
OT800EF
FLANGED, FRAME
TURNING VANES
STEEL
-----
DUCTURN
TV.
EXTRACTORS
STEEL
-----
VLR.
AQ-226-1
1 PF0OR TO FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD.
2. REFER TO AFICHITECTURAL DRAWINGS FOR CLEARANCES WITHIN THE CEILING SPACE, LOCATION AND
SIZES OF BEAMS AND CEILING AND SOFFIT HEIGHTS.
3. DUCIVIORK AND EQUIPMENT LOCATIO14S AND CLEARANCES SHALL BE cobRDINATE WITH GENERAL.
PLUMBING AND ELECTRICAL CONTRACTORS. REFER TO ARC HfrE(' `FURAL PLANS FOR BULDING SECTIONS
AND DETAILS.
4. CONNECTION TO ALL EQUIPMENT SHALL. BE VERIFIED WITH MANUFACTURERS CERTIFIED DRAWINGS,
THANSMONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR ALL EQUIPMENT FURNISHED.
5. COORDINATE DIFFUSER, REGISTER AND GRILLE LOCATIONS WITH LIGHTING PLANS AND GENERAL
ELECTRICAL CONTRACTORS.
6. ALL DUCT DIMENSIONS SHOVIN ARE CLEAR INSIDE DIMENSIONS.
7. THE INSIDE: OF ALL DUCTS VISIBLE THRU THE FACE OF DIFFUSERS, (REGISTERS AND GRILLES SHALL BE
PAINTED FLAT BLACK.
8. ALL HVAC SYSTEMS SHALL BE BALANCED FOR AIR QUANTITIES SHOWN AGAINST THE ACTUAL INSTALLED
STATIC PRE SSUflE OF THE SYSTEM. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH
INDIVIDUAL AIR OUTLET AND INLET.
9. ALL SUPPLY AIR, RETURN AIR DUCTWORK SHALL BE 1-1/2' FIBERGLASS SHEETS.
ULATE INS V4TH 1-1/2' FIBERGLASS BLANKET INSULATION WRAP WITH FOIL JACKETING (15) EXHAUST AIR
DUCTWO(9K SHALL BE METAL FLEX. ALL FBERGLASS DUCT & DUCT WRAP SHALL
BE SEALED WITH QLASE) FAB & MASTIC , (ORANGE CO. ORDINANCE 97-27)
10FLEXIBLE DUCTWOHK SHALL BE INSULATED VINYL TYPE WITH WIRE SPIRAL SUPPORT. FLEXIBLE
DUCTWORK SHALL BE RUN IN MAXIMUM LENGTHS OF W-O'. FLEXIBLE DUCTWORK SHALL BE PROPERLY
SUPPORTED WrfH GALVANIZED STEEL STRAPS 2' WIDE AND SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH
NO KINKS AR BENDS TO RESTRICT AIRFLOW. STRAPS AT 4a, O.C.
11. ALL EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ISOLATED TO PREVENT NOISE AND VIBRATION
TRANSMISMN. ALL AIR HANDLING EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED WITH VIBRATION
ISOLATCflS. ALL CONNECTIONS BETWEEN AIR HANDLING EQUIPMENT AND DUCTWORK SHALL. BE VdTH
CANVAS FLEXIBLE 0 DONINECTORS.
12. ALL CONDENSING UNITS ON THE GROUND SHALL BE MOUNTED ON CONCRETE SLABS 4" THICK.
13. ALL EQUIPMENT SHALL BE LOCATED WITHIN MECHANICAL ROOMS AND CEILINGS SPACES WITH
ADEQUATE CLEARANCES FOR REPAIR AND MAINTENANCE. ALL PIPING AND DUCTWORK SHALL BE
INSTALLED TO PROVIDE ADEQUATE CLEARANCE FOR ACCESS TO ALL EQUIPMENT.
14. PROVIDE ACCESS PANELS IN DRYWALL CEILINGS AS REQUIRED FOR ACCESS TO MECHANICAL
EQUIPMENT. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE WORK PLAn=ORMS AS REQUIRED FOR
ALL EQUIPMENT LCCAIED WITHIN THE CEILING SPACE.
1,15. ALL DAMPERS AND EXTRACTORS SHALL HAVE LOOKING QUADRANTS AND SHALL. BE ACCESSIBLE.
16. FAN CONTROL SHUTDOINN
UNITS 20GO CFM OR LESS MAY USE A FRESTAT. UNITS GREATER THAN 2.000 CFM SHALL HAVE
SMOKE DETECTORS. THE SHUTDOVM DEVICE SHALL BE LwATED*iTHE SUPPLY & RETURN AIR
PRIOR TO MIXING WITH FRESH AIR. ( SIVIC 199`1 EDITION 406.1 NFPA GOA IG193 ED.)
17. IF TWO UNITS 13 USED
INSTALL DUCT SMOKE DETECTORS IN THE S/A & R/A OF BOTH UNITS LINKED
TOGETHER SO THAT' BOTH UNITS WILL %4UT-DOWN MEN ANY DETECTOR DETECTS SMOKE.
19. TRANSFER DUCTS SERVING BATHROOMS SHALL HAVE 'ZERO LEAKAGE' BACK DRAFT DAMPER, (&AC iS97 ED. 503)
20. FIRE SMOKE L'AMPER
GALVANIZED STEEL STRAP
HANGER -MIN.
# 48, O.0
FLEXIBLE DUC
(INSULATED)
SQUARE: TO -
ROUND ADAPTS
EXHAUST FAN
FRE-FA5 CURB
ROOF SYSTEM I 1 (15'T' MECH. SUE, CONTRACTOR)
DIA. METAL
DUCT TIAROUG;H ROOF
CEILING
EXHAUSl FAN DETAIL
AIR COOLED CONDENSING UNIT-
MAINTAINIMINIMUM T-O'
CLEARENCE ALL AROUND
4' CONC. PAD
REFRIGERENT PIPING FROM
AHU
Xk
4' PVC CONDUIT UNDERGROUND
TO AIR i HANDLING UNIT -USE
LONG SV'r=EP ELBOWS -SEAL
OUTLET AIR WATER 7IG;IT
140, Vullkll t" 11160jaltil ilk Bf-312-011 A
ROUND SPA - IN FLEX
CONNECTOR W/ AIR SCOOP &
VOLUME DAMPER W/ LOOKING
QUADRANT
BLANKET
INSULATION
TRUNK DUCT
(SUPPLY K SHEET METAL)
WHERE SPACE DOES NOT
PERMIT DIRECT C ONN. TO
DIFF. PROVIDE SUPPLY PLENUM
WITH SQUARE Bour TO DFF.
!P X 2" WIDER
AFF. NECK
DIFF:USER
AS SCHEDULED
TRANSITION RECTANGULAR
'To ROUND
FLEXIBLE DMT 'u"ETAILS.
N.T.S.
HAN -
YRU,
2' WIDE >
METAL
A/C UNIT CO
DAAN FAN
'T
VENT CLEANOUT WITH
SLIP-r-rr, NOT SCREW CAP
W1 DRILLED 1/4' 1-104-F
FINISH GRADE
77
HH1 I F 1-IT-FE1 I F
-COVER HANDLE
CONCRETE COVER
DRAIN LINE
a. V MIN. PVC'
SCH 4
c_
L177
24IX36, CONC.
PIPE SECTION
�060 -060-o-0-0 -0-0-060-0- 0 0 0 a
12 ir c
0 0 010 0 0 00060 00
-0 0 0 oc
�0 0�0 oc
'O"O"o')o
.1 0
D o
D00
-, - o_o-u
'0
DC)O 0-00 0, 0.
3 0 oa
D00a,
3000,!()
000c
:),0),)0c)0o Oc
()Oor.
) >000C
oc
>0-oc
0
300 0oc
3001 0000000,
')-060'0'0 0000C
'D�00,0,0,0(
441 ONDES_ Anon DAY WELL
'
41- PITCH TO OFFSET LINE
FF*YIlON MINIMUM 1/8'
PER FOOT
PIPING4 MATERIALS SHALL BE COPPER (PIPE OR TUBING) OR PVC
(mo`h0NqLDEQN"SlATE "I"FIVP DETAIL
INN
N,T.S,
CONCRETE: MARKER
HANGER ROD GGA.
SPLIT iilj'4(-z HANGER
AF11AFLEX INSULA:FION
GA. EI-IEET
;TAL CARNAGE
ATA 6' O.C.
- I ]A NuER DETAIL
N.T.S.
CL.G. SY0M OR FURR.DN.
I
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SUPPLY AIR DUCTWOR
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REFER TO PLjAN
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FLEX CONNECTION
(A.H.U.) AIR HANDLING UNIT
SEE ON 3/4' PLYWOOD DECK
W1 2X4' FRAMING
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V I S 1 0 N S
NO. DATE DESCRIPTION BY
Z3 Ti: B 1 C7. Z4 S INC_
COMMERCIAL 4 RE51DENTIAL POST OFFICE BOX 453203
r:>E51SN5 KISSIMMEE, Fl, 34745-3203
TEL. (407) 3-44-4122
INTIAZ KARIM FAX (407) 344-1322
EMAIL- kad_designs2001c&yahoo. coin
NO. DATE ISSUE FOR BY
I S s u E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON I-IIVY. SUITE,' A
KISSMNIEE, FLORIDA 34744
(41-07) 933-7660
REG. NO. 8185
NOTE:
THIS STROCTIJRE HAS BEEN DESIGNED TO
NIEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF' SECTION 1606 OF THE
F'LOLRIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WINE) IMPORTANCE FACTOR- 1.0
3. WINE) FIXY)OSURE CATEGORY B
4. INTERNAL PRESS(JRE COEF71C[ENT-- 1.0
LEMAWC)ND GIFFARODUP DEVELOHAENT NAC.
4211 wEs,r COLONIAL DR.
ORLANDO, FL 32808
TEL. 407 363 5733
CGC 150406E
PROJECT
ClINEMA DEUGNS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: fANIES E. BETffUNE
DRAITING1
DETAIL6
DRAATN 13Y
CI-IECKEEID f3Y
IK
DATE
SCALE
S H. NO.
03-22-2002
AS SHOWN
ML'
PROJECT NO.
KND 01-2 7
WALL
WALL COVER
4 SGREw -
54..1- AK -!GE_ Of' fi I f I E
SfiME AS FL7
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CIVIL FOR CONTINUATION
('2 5ANITARY R15ER Dl-Ar-RAM.
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Il
au
d�
a -
PLUNIBING FIXTURE SCHEDULE:
LAVATORY- AMERICAN STANDARD LUCERNE NO. 0355.012, 20XI8' VITREOUS
CHINA, WALL HUNG, 4' CENTERS. PROVIDE FLOOR CARRIER W/ CONCEALED
ARMS. HERITAGE NO, 1402.312H CHROME FAUCET, GOOSENECK SPOUT, 4'
WRI5T5LADE HANDLES, y" GPM FLOW RE5TRICTOR, OFFSET GRID DRAIN
A55EMBLY, TOP OF FRONT RIM MOUNTED 54" FROM FINISHED FLOOR. PROVIDE
STOPS, SUPPLIES, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. INSULATE
TRAP AND SUPPLIES WITH TRUESRO NO. 103 LAV GUARD.
HOSE 5155, EXTERIOR-CHICAGO FAUCET 0293 WITH a E21 VACUUM
BREAKER LOCK SHIELD CAP, 293-6 REMOVABLE TEE HANDLE,
ROUGH CHROME PLATE. 3/4' CW
ELECTRIC WATER COOLER, BARRIER FREE- ELKAY NO. E5FA-5, STAINLESS
STEEL TOP, 115V. MOUNT 36' A.F.F. FROM NOZZLE. PROVIDE FLOOR CARRIER,
STOP, 5UPPLY,TRAP, ETC., TO MAKE A COMPLETE INSTALLATION.
y" CW. 2' VENT. 2' SAN.
FLOOR CLEANOUT- ZURN,'Z-1444, POLISHED BRONZE ACCESS
COVER, DURA-COATED CAST IRON BODY. MATCH TO PIPE SIZE
WALL CLEANOUT- ZURN, OZ-1441, SMOOTH STAINLESS STEEL ACCESS
COVER, DURA-COATED CAST IRON BODY, MATCH TO PIPE SIZE
WATER CLOSET, BARRIER FREE-AMERICAN STANDARD. CADET EL. NO.
2998.012 FLOOR MOUNTED I6-Y" HIGH TANK TYPE, VITREOUS CHINA,
ELONGATED SIPHON ACTION BOWL, 2' BALLPASS TRAPWAY, CLOSE COUPLED
TANK, I.& GPF. CENTOCO NO, 150OCC56 OPEN FRONT SEAT LE55 COVER,
STAINLESS STEEL CHECK HINGE. Y' CW. 2' VENT, 4' SAN,
APPROVED MANUFACTURES
FAUCETS- DELTA, AMERICAN STANDARD, CHICAGO, SPEAKMAN,
SYMMONS, T 45 5RA55
FLUSH VALVES- &LOAN, ZURN, DELANY
FIXTURE CARRIERS - ZURN, JAY R. SMITH, J06AM
FIXTURES- AMERICAN STANDARD, KOHLER, ELKAY, CRANE
DRAINS 8 CLEANOUT5 - ZURN, JAY R. SMITH, J05AM
3/4' CW REFER TO
�`— CIVIL FOR CONTINUATION
I ( I
DESCRIPTION
A55REVATION
SYMBOL
SANITARY PIPING
SAN
VENT PIPING
V
---------
COLD WATER PIPING;
GW
-----------
GATE VALVE
GV
D�
CLEANOUT TO GRADE
COTG
WALL CLEANOUT
WCO
WCO I{
CAP
CAP E-
HOSE SIB
HB
H5 -I •--
VENT THRU ROOF
VTR
!= i # I I I I�l � � � l � U #_ A T 10/ 1\,l
WIC I PER 25 PEOPLE
LAV. I PER 40 PEOPLE
D.F. I PER 100 PEOPLE
5.5, 1 REQ'D.
SUITE A 4 5
FIXTURE
REQUIRED
PROVIDED
WATER CL05ET
2
3
LAVATORY
2
3
DRINKING FOUNTAIN
1
1
SERVICE SINK
1
1
SYMBOL
DESCRIfi TION
P- I
WATER CLOSET
P-2
LAVATof�Y
P-3
HI-LO DRINKfN(_-;; FOUNTAIN
P-4.
KITCHEN SINK
f -5
SERVICE SINK
P-ro
WATER HEATER
CI\REFER
IL FORCONTINUATION'
QE
I I I I I
PLUME31NG FLOOR PLAN
P-1 SCALE I/a° = I'-0' /
--co
BACKFLOW PREVENTOR
3/4' CW FROM LANDLORD'S
( CITY WATER) LANDSCAPE
- CCO)qWECtTION REFER TO
CIVIL FVR CONTINUATION
III I '7609
CONSTR. NORTH TRUE NORTH
z .
R E VI S I >;O ' N S
NO. DATE DESCRIPTION BY
COMMERCIAL 4 RESIDENTIAL POST OFFICE BOX 453203
DESIGNS KISSIMMEE, FL 34745-3203
TEL. (407) 344--4122
INTIAZ KARIM FAX (407) 344-1322
DESIGNER EMAIL— kad—des Igns2001®yahoo.com
NO. DATE ISSUE FOR BY
I S S U E S
STEPHEN E. DAVIS ARCHITECTS, INC.
2901 E. IRLO BRONSON HWY. — SUITE A
KISSIDINIEE, FLORIDA 34744
(407) 933-7660
REG. NO. 8185
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO
MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION.
1. BASIC WIND SPEED-120 MPH
2. WIND IMPORTANCE FACTOR— 1.0
3. WIND EXPOSURE CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT— 1.0
DD MOND GROUP DEVELOPMENT W.
4211 WEST COLONIAL DR.
ORLANDO, FL 32806
TEL. 407 363 5733
CGC 1504068
PROJECT
HEMA DESoGNS
1200 CENTRAL PARK DR.
SANFORD, FL 32771
OWNER: JAMES E. BEZ HMP"
DRAWING
PLUME3ING PLAN DIAGRAM5,
DRAWN BY
CHECKED BY
IK
DATE
SCALE
Sv7
03-22-2002
AS SHOWN
k.4.
x �
PROJECT 140.
j
I
L
U
1200 Central Jrark Dr
Direct s s Inc
Permit NO: 304=79
Q.