176 Towne Center Cir - BC02-000009 (INTERIOR REMODEL) (A)SUBDIVISION 1
PERMIT ADDRESS
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ADDRESS r i �Q �a� �) !�'CQ fit-_. l .i. c; !2_ PERMIT DESCRIPTION
2,) "Z- PERMIT VALUATION
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PHONE NUMBER
SQUARE FOOTAGE J 1
PROPERTY OWNER
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ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
_ I
PERMIT NUMBER FEE
CONSTRUCTION NOTES
1. THE INTENT OF THESE DRAWINGS 15 TO INDICATE THE SCOPE OF WORK REQUIRED IN
ORDER TO CONSTRUCT A COMPLETE AND FINISHED SPACE READY FOR TENANT OCCUPANCY.
THE CONTRACTOR AND SUB -CONTRACTORS ARE EXPECTED TO VI51T THE PROJECT 51TE
PRIOR TO GON5TR1)GTION AND NOTIFY THE ARCHITECT- PRIOR TO CONSTRUCTION- OF ANY
015GREPANGIE5 WITHIN THE DRAWIN65 OR P0551BLE GONFLIGT5 WHIGH AFFECT THE
PROGRE% OF THI5 PROJECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
FIELD CONDITIONS NOTIFYING THE ARCHITECT OF ANY DISCREPANCIES BEFORE
PROGEEDIN6 WITH THE PROJECT.
2. DO NOT SCALE THESE DRAWINGS.
3. THI5 BUILDIN6 15 EQUIPPED WITH A FIRE SPRINKLER SYSTEM. REQUIRED ALTERATIONS TO THE
SYSTEM ARE TO 13E DESIGNED AND INSTALLED BY A LICENSED SPRINKLER INSTALLER AGCORDIN6
TO CODE.
4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF
THE MECHANICAL SYSTEM. HEATING AND COOLING SHALL CONFORM TO THE "A5HRAE"
6UIDE. INDOOR A/C DE516N TEMPERATURE SHALL BE 12 DEGREES FOR BOTH HEATING
AND COOLING. A/C 5UBGONTRAGTOR TO 5t1BMIT REDLINE SHOP PRAWINC75 PRIOR TO
RELOCATION, ADDITIONS AND CONNECTIONS OF NEW AND EXI5TING A/C WORK. COORDINATE
THERM05TAT LOCATIONS WITH THE TENANT PRIOR TO INSTALLATION.
5. LI6HTIN6 AND POWER INFORMATION 15 SHOWN FOR LOCATION ONLY. ELECTRICAL CONTRACTOR
SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF THE ELECTRICAL SYSTEM.
b. CONTRACTOR MAY ELIMINATE ANY NEW OUTLET SHOWN THAT FALLS WITHIN Y -O" OF
AN EXI5TIN6 OUTLET, IF APPLICABLE.
1. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM FACE OF STUD TO FACE OF
5TUD AT NEW CONSTRUCTION AND FINISH FACE OF EXI5TIN6 WALLS.
8. INSTALL BATT INSULATION OVER NEW ACOUSTICAL CEILING SYSTEM.
q. CONTRACTOR TO VERIFY EX15TENGE OF FIRE ALARM AND DETECTION SYSTEMS. GONTRAGTOR
TO INCLUDE IN HIS BID PRICE ANY WORK REQUIRED TO EITHER INSTALL SUCH SYSTEMS OR
MAKE REQUIRED MODIFICATIONS TO EX15TIN6 SYSTEMS TO COMPLY WITH LOCAL AND FEDERAL
CODES - NO GHANGE ORDERS WILL BE ACCEPTED FOR ANY FIRE DETECTION OR ALARM
SYSTEM MODIFICATIONS.
10. EXISTING PARTITIONS TO REMAIN ARE TO BE GLEANED AND PATCHED TO
PREPARE FOR NEW FINISHES AS SPECIFIED IN THE FINISH NOTES.
11. WHERE NEW CON5TRUGTION JOINS EXISTING 5URFACE-5 MATCH AND ALIGN NEW FINISHES
WITH THE EXISTING.
12. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VISUALLY VERIFY ALL EXI5TIN6 FIRE RATED
A55EMBLIE5 NOTED IN THESE DOCUMENTS AND PERFORM ANY REQUIRED WORK TO A55URE
COMPLIANCE WITH LOCAL FIRE AND BUILDING C IVE5 AND THE U.L. OR U.S. GYPSUM DE516N AS
STATED IN THESE DRAWINGS. ANY ADDITIONAL FIRE DAMPERS, CAULKING, PATCHING OF HOLES,
INSTALLATION OF COLLARS OR OTHER RELATED WORK REQUIRED BY THE FIRE OFFICIAL TO
MAINTAIN FIRE SEPARATION 15 TO BE INCLUDED IN THE WORK.
DEMOLITION NOTES
I. THESE DRAWINGS HAVE BEEN DEVELOPED FROM FIELD CONDITIONS
AND MAY NOT REFLECT ALL HIDDEN FIELD CONDITIONS. THE CONTRACTOR
SHALL VERIFY THESE DRAWING5 WITH THE EXISTING FIELD CONDITIONS
AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY INGON515TENGIE5
BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS.
2. ANY EXISTING TO REMAIN FIRE A55EMBL1E5 DAMAGED DURING DEMOLITION
SHALL BE REPAIRED TO MEET ORIGINAL FIRE PROTECTION REGUIREMENT5.
3. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH THE
LOCAL BUILDING CODES.
4. DURIN6 DEMOLITION, THE CONTRACTOR SHALL BRACE ALL EX15TINO
5TRUGTURE5 AS NEEDED.
5. CONTRACTOR SHALL NOT GUT 5TRUGTURAL WORK IN A MANNER RESULTING
IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLEGTION RATIO.
NOTIFY ARCHITECT OF ALL STRUCTURAL GUTS PRIOR TO EXECUTION TO
OBTAIN APPROVAL.
6. THE BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATER TIGHT CONDITION
AT ALL TIMES.
1. WHERE NEW FINISHES ARE GALLED FOR WITHIN THESE CONTRACT DOCUMENTS,
THE CONTRACTOR 15 TO REMOVE THE EXISTING FINISHES (IF REQUIRED) AND
PREPARE THE SUBSTRATE TO RECEIVE THE NEW FINISH.
& WHERE EXISTING WALL 15 REMOVED; PATCH, REPAIR AND FINISH EX15TINO WALL
AS REQUIRED TO RECEIVE NEW FIN15HE5.
q. SELECTIVE DEMOLITION 15 NOT INDICATED IN AREAS WHERE IT MAY BE
NECE55ARY TO DEMOLISH ALL OR PART OF AN EXISTING BUILDING COMPONENT TO
&AIN AGGESS TO AREAS FOR TIE-IN TO BUILDING 5Y5TEM5, OR WHICH MAY BE
REQUIRED TO INSTALL NEW CONSTRUCTION INDICATED ON THE DRAWINGS.
DEMOLITION FOR THESE PURPOSES SHALL BE DONE AT NO ADDITIONAL COST TO THE
OWNER, AND THE AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION
PRIOR TO COMPLETION OF CONSTRUCTION.
10. THE GONTRAGTOR SHALL EXERCISE EXTREME GAUTION IN THI5 DEMOLITION AND
SHALL REPAIR AT HIS G05T ANY ADJACENT CONDITIONS WHICH ARE
DAMAGED A5 A RESULT OF TH15 DEMOLITION.
11. IN ALL AREAS WHERE DEMOLITION GAU5ES UNEVENNESS IN THE FLOOR SLAB
THE CONTRACTOR SHALL PERFORM THE NECESSARY WORK REQUIRED TO PROVIDE
A SMOOTH SLAB PREPARED TO RECEIVE NEW FINISHES.
12. ALL DEOR15 SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE KEPT
IN A BROOM GLEAN CONDITION AT ALL TIMES.
13. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXI5TINC
UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE.
THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF
UTILITIES OR PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE
PROP05ED WORK.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
51TE WHILE JOB 15 IN PR0GRE55 AND UNTIL JOB 15 COMPLETE.
EXI5TIN6 MALL FIN15H
EXI5TI% BULKHEAD
WU
R-Iq BATT
INSULATION (TYP)
GEILING TILE 4 GRID
8" 25 GA. MT.
)5 6 24" O.G.
/8" GWB ON
H SIDE
'INYL BASE
Com. STD. CARPET
ri
WALL SECTION
EXISTING
GYP. BD. OVER
2x STUDS 0 I6" O.G.
NEW GYP. BD. OVER
2x STUDS @ 16" O.G�
NEW AGOUST.
TILE GL6.
+10'-I11
EXISTING
RIq BATT INSULATION CONT.
7,
0/
EXI5TIN6 GEILING
5PA.GE #A
NEW 4" VINYL BASE
NEW CARPET
ATTACH BULKHEAD TO
2X BLOCKING BETWEEN JOIST
i,4/GROSS BRAG I NG
® 4' O.G.
EXISTING
SEAL TO UNDERSIDE OF DECK
EXISTING
3 5/8" MT. STUDS ® 24" O.G.
W/ 5/8" TYPE "X" GMB
EACH 51DE
EXISTING 13A5E
EXISTING
WALL SECTION UL OE�GN MJ465L
SCALE: 1 I/2' = 1'-0'
EXISTING MALL CEILING
XI TING DRYWALL BULKHEAD
+131 -Ota
OLNEH STOREFRONT HEADER
+ 10'-O"
NEW STOREFRONT SYSTEM
WITH 1/2" TEMPERED GLA55
AT +10'-0" A.F.F.
STOREFRONT ELEVATION
SCALE 1/4*4-0'
REFLECTED CEILING NOTES
I. FIRE 5PRINKLER5, FIRE HORNS AND FIRE ALARM 5Y5TEM5 ARE EXI5TIN6.
THE CONTRACTOR 15 RESPONSIBLE FOR INCLUDING IN HI5 BID PRICE ANY
WORK THAT MAY BE REQUIRED BY THE BUILDING OR FIRE OFFICIALS TO
THE FIRE SYSTEMS INGLUDING, BUT NOT LIMITED TO, THE ADDITION AND
OR RELOCATION OF SPRINKLER HEADS, PULL STATIONS, FIRE HORNS,
STROBE LIGHTS AND SMOKE DETECTION DEVICES.
2. RESPONSIBILITY OF CONTRACTOR TO CONNECT REQUIRED AMOUNT OF
LIGHTS TO EMERGENCY CIRCUITS AND TO PROVIDE MINIMUM I FOOTGANDLE
EMERGENCY LIGHTING IN ACCORDANCE WITH THE LIFE SAFETY CODE.
3. EMERGENCY LIGHTS TO BE CONNECTED TO EMERGENCY CIRCUITS.
4. HEATING AND COOLING SHALL CONFORM TO THE "A5HRAE" GUIDE.
INDOOR AIG DESIGN TEMPERATURE SHALL BE 72 DEGREES FOR BOTH
HEATING AND GOOLING.
5. AIG 5UB-GONTRAGTOR TO 505MIT RED LINE SHOP DRAWINGS
BEFORE RELOCATION, ADDITIONS AND CONNECTIONS OF NEW AND
EXISTING A/C WORK. COORDINATE THERMOSTAT LOCATIONS WITH
TENANT PRIOR TO INSTALLATION.
b. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS
TO BE VERIFIED WITH ARCHITECT BEFORE PROGEEDIN6.
BUILDING DATA
DESIGN GODE5:
BUILDING CODE:
PLUMBING CODE:
MECHANICAL CODE:
ELEGTRIGAL CODE:
ACGE551BILITY CODE:
BUILDING TYPE:
TOTAL TENANT SQUARE FOOTAGE:
51366I Igq1 EDITION
56GGI Igg4 EDITION
58601 Igg1 EDITION
NEG Iqqq EDITION
FLA. AGGE551BILITY CODE Igg1 EDITION
TYPE IV, 5PRINKLERED
UNPROTECTED
144 50. FT.
TENANT OCCUPANCY: MERCANTILE
REQ. NUMBER OF EXITS: I
NUMBER OF EXITS PROVIDED: 1
MAX. 015TANGE TO EXIT REQUIRED: 50 FT.
MAX. D15TANGE TO EXIT PROVIDED: 45 FT.
OCCUPANCY CALCULATION5 (513CC1)
MERCANTILE OGGUPANGY (I PER 100 50.F) 144 50. FT.
Design No. 0465
Nonbearing Wall Rating - 1 FIR.
Q P/A
O2
1. Floor and Ceiling Runners- (not shown) - Channel shaped runners,
35/8 in wide (nun). 1-1/4 in. legs, formed from min No. 25 M5G (min No.
20 MSG when Item 4C is used) gale steel, attached to floor and ceiling with
fasteners spaced 24 in. OC max.
2. Steel Studs- Channel shaped, 35/8 in. wide (mint, 1-1/4 in legs, 3/8 in.
folded back returns. tormed from min No. 25 MSG (min No. 20 h4SG when
Item 4C ls used) gals' steel spaced 24 in. OC max.
3. Batts and Blankets' - (Optional) - Mineral wool or glass fiber bads par -
hall y car mmPletely filling stud cavity.
See Batts and Blanl.ets (BZJZ) category for names of Classified companies.
4. Wallboard, Gypsum• - 5/8 m thick 4 "wide, attached to steel studs and
floor and keeling Hack lath 1 in. Icing Tvpe 5 steel screws spaced 8 in. LK.
along edges of board and 12 in. a m the field of the board. Joints oriented
vertic�ll )) and stag_ered on oppppoosite sides of the assembly When attached to
it, 6 (furring channels), avllboatd u screw attached to furring channels
with 1 m. Tong, 7,pe 5 steel screws spaced 12 m. OC.
AMERICA.\ GYPSUM CO -Tv AG -C.
CANADIAN GYPSUM COMPANY -Types AR, C, IP -X2, SC(
SHX, WRC or WRX.
CELOTEX CORP -T I.
CONTINEN?AL GYPSUM COMPANY -7ypes CCC, CG5.5,
CC:66, CG9.9, CGTC-C.
G -P GYPSUM CORP, SUB OF
GEORGIA -PACIFIC CORP -T 5, 9, C, GP S&
JAMES RARDIE GYPSUM INC -Type BGC.
LAFARGE GYPSUM, DIV OF
LAFARGE CORP -Types LGFC2, LGFC2A, LGFC6, LGFC6A,
LGFC-C.
NATIONAL GYPSUM CO -Types FSK -G, FSW-G.
NATIONAL GYPSUM CO -Type FR or WR
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC -Type PGC.
REPUBLIC GYPSUM CO -Type RG -C.
STANDARD GYPSUM L L C Type SG -C.
TEMPLE-INLAND FOREST PRODUCTS CORP -Ty TG -C.
UNITED STATES GYPSUM CO -Type AR C, FRXL�P-X2,
SCX SHX, WRC or WRX.
YE50 PAN AMERICANO S A DE C V -Type AR C, IP -X$
SCX, SHX, WRC or WRX.
WESTROC INC -Type Westroc Fireboaid.
4A, Wallboard, Gypsum* - (As an alternate to Item 4) - Nom 3/4 in. thick, 4
ft wide, installed as described in Item 4 with screw length increased to 1-1/4
in
CANADIAN GYPSUM COMPANY -'Type AR
UNITED STATES GYPSUM CO -Type AR-
- YESO PANAMERICANO S A DE C V -Type AR.
4C Wallboard, Gypsum* - (As an alternate to Item 4, 4A and 4B) - 5/8 in
thick gy sum panels. installed as described in Item 4 with T 5-12 steel
spews. a length ands acing of the screws as specified under Item 4-
UNITEIAGYPSUM COMPAe FIX
STATES GYPSUM CON TypeyFRX
5. Joint Tape and Compound - Vinyl dry or premixed pint compound,
applied in two coat to pints and anew heads; paper tape, 2 in, wide,
embedded in first laver of compound over all pinus. As an alternate, nomi-
nal 3/32 in. thick Ppsum veneer pplaster may be ap bed to the entire sur-
face of Clasenfied center bas+tx>ard. Joints retnfor�
6. Furring Chantel - (Optional Not Shown) - Resilient 25 MSG gals steel
furring dwruw6 spaced vertically max 24 in. OC, flange portion attached to
each intersecting stud with 1/2 in. long type 5-12 panheed steel screws. Not
for u" with Type FRX gypsum panels.
'Bearing the UL Clautfication Marking
I
REFLECTED CEILING LEGEND
NEW 2x2 SUSPENDED ACOUSTICAL G �
TILE AND GRID CEILING
NEW 2x2 FLUORE56ENT LIGHT FIXTURE `
PULL SIDE
18" MIN. 4" K
FE -X1 T1 - EXIT LIGHT
f■� - EMERGENGY LIGHT W/BATTERY BACKUP 40000
- SINGLE POLE SWITCH
IIS
SEMINOLE TONNE GENTER MALL
LONER LEVEL PLAN
VANILLA SHELL SPAGE #AOBA
(SEARS r ""�" JCPenney
LOWER LEVEL LOWER LEVEL
9JECT DATA
FINISH NOTES
I. ALL GYP. BD. WALLS ARE TO BE PAINTED WITH 5HERWIN WILLIAMS
"PRO -MAR 200" LATEX PAINT.
2. ALL WALLS WITHIN SPACE ARE TO HAVE MERGER 1/8" X 4"
VINYL BASE, COLOR TO BE SELECTED BY TENANT AND APPROVED BY OWNER.
3• INTERTEX "EXECUTIVE SUITE" 26 OZ. LEVEL LOOP CARPET (OR APPROVED
EQUAL) IN EXI5TIN6 5HOWROOM AND DRESSING ROOMS.
rPAIR OR REPLACE VCT IN 13AGK ROOM AND NEW RESTROOM.
AL&L DOORS d DOOR FRAMES WITHIN THE LIMITS OF WORK ARE TO BE AS PER
DOOR SCHEDULE W/PREFAB WD. FRAMES. PAINT WITH 5EMI-6L055 PAINT.
6. NEW 2'X2' AGOU5TICAL CEILING AT REAR CORRIDOR - 12'-0" A.F.F
mm
MONO
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NEW 2' TOP FRAME
W
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WITH 1/2" TEMPERED
SYSTEM Q
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NEW 5TOREFRON
WITH 1/2" TEMPEFED
SYSTEM
GLA55
28
-3"
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NEW 6" MIL Sit
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STOREFRONT ELEVATION
SCALE 1/4*4-0'
REFLECTED CEILING NOTES
I. FIRE 5PRINKLER5, FIRE HORNS AND FIRE ALARM 5Y5TEM5 ARE EXI5TIN6.
THE CONTRACTOR 15 RESPONSIBLE FOR INCLUDING IN HI5 BID PRICE ANY
WORK THAT MAY BE REQUIRED BY THE BUILDING OR FIRE OFFICIALS TO
THE FIRE SYSTEMS INGLUDING, BUT NOT LIMITED TO, THE ADDITION AND
OR RELOCATION OF SPRINKLER HEADS, PULL STATIONS, FIRE HORNS,
STROBE LIGHTS AND SMOKE DETECTION DEVICES.
2. RESPONSIBILITY OF CONTRACTOR TO CONNECT REQUIRED AMOUNT OF
LIGHTS TO EMERGENCY CIRCUITS AND TO PROVIDE MINIMUM I FOOTGANDLE
EMERGENCY LIGHTING IN ACCORDANCE WITH THE LIFE SAFETY CODE.
3. EMERGENCY LIGHTS TO BE CONNECTED TO EMERGENCY CIRCUITS.
4. HEATING AND COOLING SHALL CONFORM TO THE "A5HRAE" GUIDE.
INDOOR AIG DESIGN TEMPERATURE SHALL BE 72 DEGREES FOR BOTH
HEATING AND GOOLING.
5. AIG 5UB-GONTRAGTOR TO 505MIT RED LINE SHOP DRAWINGS
BEFORE RELOCATION, ADDITIONS AND CONNECTIONS OF NEW AND
EXISTING A/C WORK. COORDINATE THERMOSTAT LOCATIONS WITH
TENANT PRIOR TO INSTALLATION.
b. ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS
TO BE VERIFIED WITH ARCHITECT BEFORE PROGEEDIN6.
BUILDING DATA
DESIGN GODE5:
BUILDING CODE:
PLUMBING CODE:
MECHANICAL CODE:
ELEGTRIGAL CODE:
ACGE551BILITY CODE:
BUILDING TYPE:
TOTAL TENANT SQUARE FOOTAGE:
51366I Igq1 EDITION
56GGI Igg4 EDITION
58601 Igg1 EDITION
NEG Iqqq EDITION
FLA. AGGE551BILITY CODE Igg1 EDITION
TYPE IV, 5PRINKLERED
UNPROTECTED
144 50. FT.
TENANT OCCUPANCY: MERCANTILE
REQ. NUMBER OF EXITS: I
NUMBER OF EXITS PROVIDED: 1
MAX. 015TANGE TO EXIT REQUIRED: 50 FT.
MAX. D15TANGE TO EXIT PROVIDED: 45 FT.
OCCUPANCY CALCULATION5 (513CC1)
MERCANTILE OGGUPANGY (I PER 100 50.F) 144 50. FT.
Design No. 0465
Nonbearing Wall Rating - 1 FIR.
Q P/A
O2
1. Floor and Ceiling Runners- (not shown) - Channel shaped runners,
35/8 in wide (nun). 1-1/4 in. legs, formed from min No. 25 M5G (min No.
20 MSG when Item 4C is used) gale steel, attached to floor and ceiling with
fasteners spaced 24 in. OC max.
2. Steel Studs- Channel shaped, 35/8 in. wide (mint, 1-1/4 in legs, 3/8 in.
folded back returns. tormed from min No. 25 MSG (min No. 20 h4SG when
Item 4C ls used) gals' steel spaced 24 in. OC max.
3. Batts and Blankets' - (Optional) - Mineral wool or glass fiber bads par -
hall y car mmPletely filling stud cavity.
See Batts and Blanl.ets (BZJZ) category for names of Classified companies.
4. Wallboard, Gypsum• - 5/8 m thick 4 "wide, attached to steel studs and
floor and keeling Hack lath 1 in. Icing Tvpe 5 steel screws spaced 8 in. LK.
along edges of board and 12 in. a m the field of the board. Joints oriented
vertic�ll )) and stag_ered on oppppoosite sides of the assembly When attached to
it, 6 (furring channels), avllboatd u screw attached to furring channels
with 1 m. Tong, 7,pe 5 steel screws spaced 12 m. OC.
AMERICA.\ GYPSUM CO -Tv AG -C.
CANADIAN GYPSUM COMPANY -Types AR, C, IP -X2, SC(
SHX, WRC or WRX.
CELOTEX CORP -T I.
CONTINEN?AL GYPSUM COMPANY -7ypes CCC, CG5.5,
CC:66, CG9.9, CGTC-C.
G -P GYPSUM CORP, SUB OF
GEORGIA -PACIFIC CORP -T 5, 9, C, GP S&
JAMES RARDIE GYPSUM INC -Type BGC.
LAFARGE GYPSUM, DIV OF
LAFARGE CORP -Types LGFC2, LGFC2A, LGFC6, LGFC6A,
LGFC-C.
NATIONAL GYPSUM CO -Types FSK -G, FSW-G.
NATIONAL GYPSUM CO -Type FR or WR
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC -Type PGC.
REPUBLIC GYPSUM CO -Type RG -C.
STANDARD GYPSUM L L C Type SG -C.
TEMPLE-INLAND FOREST PRODUCTS CORP -Ty TG -C.
UNITED STATES GYPSUM CO -Type AR C, FRXL�P-X2,
SCX SHX, WRC or WRX.
YE50 PAN AMERICANO S A DE C V -Type AR C, IP -X$
SCX, SHX, WRC or WRX.
WESTROC INC -Type Westroc Fireboaid.
4A, Wallboard, Gypsum* - (As an alternate to Item 4) - Nom 3/4 in. thick, 4
ft wide, installed as described in Item 4 with screw length increased to 1-1/4
in
CANADIAN GYPSUM COMPANY -'Type AR
UNITED STATES GYPSUM CO -Type AR-
- YESO PANAMERICANO S A DE C V -Type AR.
4C Wallboard, Gypsum* - (As an alternate to Item 4, 4A and 4B) - 5/8 in
thick gy sum panels. installed as described in Item 4 with T 5-12 steel
spews. a length ands acing of the screws as specified under Item 4-
UNITEIAGYPSUM COMPAe FIX
STATES GYPSUM CON TypeyFRX
5. Joint Tape and Compound - Vinyl dry or premixed pint compound,
applied in two coat to pints and anew heads; paper tape, 2 in, wide,
embedded in first laver of compound over all pinus. As an alternate, nomi-
nal 3/32 in. thick Ppsum veneer pplaster may be ap bed to the entire sur-
face of Clasenfied center bas+tx>ard. Joints retnfor�
6. Furring Chantel - (Optional Not Shown) - Resilient 25 MSG gals steel
furring dwruw6 spaced vertically max 24 in. OC, flange portion attached to
each intersecting stud with 1/2 in. long type 5-12 panheed steel screws. Not
for u" with Type FRX gypsum panels.
'Bearing the UL Clautfication Marking
I
REFLECTED CEILING LEGEND
NEW 2x2 SUSPENDED ACOUSTICAL G �
TILE AND GRID CEILING
NEW 2x2 FLUORE56ENT LIGHT FIXTURE `
PULL SIDE
18" MIN. 4" K
FE -X1 T1 - EXIT LIGHT
f■� - EMERGENGY LIGHT W/BATTERY BACKUP 40000
- SINGLE POLE SWITCH
IIS
SEMINOLE TONNE GENTER MALL
LONER LEVEL PLAN
VANILLA SHELL SPAGE #AOBA
(SEARS r ""�" JCPenney
LOWER LEVEL LOWER LEVEL
9JECT DATA
FINISH NOTES
I. ALL GYP. BD. WALLS ARE TO BE PAINTED WITH 5HERWIN WILLIAMS
"PRO -MAR 200" LATEX PAINT.
2. ALL WALLS WITHIN SPACE ARE TO HAVE MERGER 1/8" X 4"
VINYL BASE, COLOR TO BE SELECTED BY TENANT AND APPROVED BY OWNER.
3• INTERTEX "EXECUTIVE SUITE" 26 OZ. LEVEL LOOP CARPET (OR APPROVED
EQUAL) IN EXI5TIN6 5HOWROOM AND DRESSING ROOMS.
rPAIR OR REPLACE VCT IN 13AGK ROOM AND NEW RESTROOM.
AL&L DOORS d DOOR FRAMES WITHIN THE LIMITS OF WORK ARE TO BE AS PER
DOOR SCHEDULE W/PREFAB WD. FRAMES. PAINT WITH 5EMI-6L055 PAINT.
6. NEW 2'X2' AGOU5TICAL CEILING AT REAR CORRIDOR - 12'-0" A.F.F
mm
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2" MIN.
PU5H SIDE
NOTE: ON ALL NEW DOOR CONSTRUCTION
MIN. 18' CLEAR ON PULL 51DE AND 12" MIN
ON PUSH SIDE, DOOR TO BE PLACED 4' MAX.
8 OGGUPANT5 FROM WALL
REFLECTED CEILING PLAN
SCALE iw-r-0•
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3
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5TOG
NEW 5/8"
NEW
ELEC.
PANEL
100 AMP
LL FINISH, TYP-
10'-O"
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LOCATION MAP
NOT TO SCALE
DOOR SCHEDULE
DOOR O NEW 3'-0" x b'-8" H.G. WD. DR. AND FRAME
PASSAGE SET
1 1/2 PAIR HINGES
DOOR STOP
DOOR OB NEW (2) Y -O" x 8'-0" 5TOREFRONT GLA55 DOORS
LOGK5ET
DOOR STOP
OVERHEAD AND FLR. CONGEALED GL05ER
NOTE: ALL HARDWARE 15 TO MEET ALL LOCAL,
STATE, AND NATIONAL CODES. LEVER HANDLES
TO BE USED FOR ALL DOORS WHERE REQUIRED BY CODE.
ALL EXISTING d NEW DOOR5 ARE MIN. 3'-0"xb'-8"
q. -.b. 6s
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- CC&RSIBILIT* C ~ES i R
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ENE GY C0 E '
22'-5" 1
I
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-NEW 5/8" GYP. DR WALL AL
C:ty of 'S; ntcrd
Model C des :n effect:
Standard Buiiding Code 1997 ed EXISTING D Y BULKHEAD
AT +13 -O A.F.F.
Standard FlumbirYu Code 1997 ed. I I 1
Standard Mechanical Code 1997 ed.
National lectrical Code 1996 ed. i iO
See City ode AMENDMENTS
FL. Accee sibility Codes 1997
FL. Enr!'Y Cods 1 EY97
- EXISTING GOL. AND FINISH
I
PLANSEXISTING MTL. 5TU05 / RECEIVED
N S R����f l AT PERIMETER
CITY 1� r� SEP 2 7 2001
OF SANF(�R�
CONSTRUCTION PLAN LEGEND
�-r EXISTING ONE HOUR RATED WALL
EXISTING NON RATED WALL
NEW INTERIOR WALLS 5EE 5EGTION I/A-2
NEW INTERIOR WALLS SEE SECTION IA/A-2
G-� -- NEW INTERIOR WALLS SEE SECTION IB/A-2
OFFIC C��Y4NFONIO
BUILDING DEPT,
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT A PERMIT ISSUED SHALL SE
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NUT AS AUTHORITY TO VIOLATE,
CANCEL, ALTER. OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL, CODES, NOR SHALL
l`;SUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THFREAFTER REQUIRING A CORREC
TION OF ERRORS ON THE PLA S C NSTRUCTION
CONSTRUCM `�: ►
SCALE 1/4'-I'-0'
NEW 110 OUTLET
REVIE
ED
P�RI�I� # SAnford Fire Pr vent'on Div.
Date: � G
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Sanford Fire
Date: Z�12
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SANFORD BUILDING MPT,
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL SE
CONSTRUED ,r)
TO 13E A LICENSE To PROCEED WITH
THE WC,:SND NOT AS AUTHORITY To VIOLATE,
CANCEL.. '[-TER. OR SET ASIDE ANY OF THE
PROVISION:; OF THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC.
TION OF ERRORS ON THE PLANS, CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES.
RECEIVED
OCT 21 2001
#02 .1
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C.
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DRAWN
CHECKED
DATE
SCALE
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JOB No.
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SHEET
OF SHEETS