04-04-001OWNER: LA FITNESS IN1����TIONAL, LLC.
I 5UI EI200E CENTEV Q I of 0 il"S T IRVINE, GA q 261
PAGE PH.: (94q) 255 -1200
FAX: (G49) 255 -1428
ARCHITECT' SALTZ MICHELSON ARCHITECTS
3501 GRIFFIN ROAD
FORT LAUDERDALE, FL 33312
TELEPHONE: (6154) 266 -2100
STRUCTURAL BLISS & NYITRAY, INC
STRUCTURAL ENGINEERS
5.H. LE JEUNE ROA
ENGINEER. MIIAMI, FLORIDA 33134
TELEPHONE: (305) 442 -1086
MECHANICAL, THOMPSON ENGINEERING
ELECTRICAL & THOMP50N COMPANY INC.
6220 5. ORANGE BLOSSOM TRAIL
' PLUMBING ORI LANDO, FL 32809
ENGINEER: TELEPHONE: (401) 438 -1860
_- "- INTERIOR SENNINGER WALKER ARCHITECTS
309 PINE AVENUE X200
DESIGN. LONG BEACH, GA 60802 Q
PH.: 562) 590 -1999
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ABBREVIATIONS
24MO5F
2. CONTRACTOR TO VERIFY EXI5TING AND NEW CONDITIONS AND REPORT I? 5G TO ARGHITEGT PRIOR TO
ABBREVIATIONS - -_
GWB - GYPSUM WALL BOARD
TOTAL EXISTING BUILDING AREA:
ACT - ACOU5Ti( CEILING TILE
HB - HOSE BIBB
4, ADDRESS IDENTIFICATION NUMBERS TO 13E MINIMUM br IN HEIGHT AND LOCATED IN A CONSPICUOUS AREA.
A/E - ARCHITECT AND -OR ENGINEER
MO - MA50NRY OPENING
Ft, Lauderdale, TL - 33312
AFG - ABOVE FINISHED CEILING
MR - M015TURE RE515TANT
5. ALL INTERIOR FINISHES TO MEET 2001 FLORIDA BUILDING CODE REGUIREMENT5 IN SECTION 503 CLA55 B IN ALL
AFF - ABOVE FIN15HED FLOOR
NA - NOT APPLICABLE
sma @saltzrri� tlson.corn . �
V V
BFG - BELOW FINSHED GEILING
NIG - NOT IN CONTRACT
1. PROVIDE M.R. TYPE GYPSUM WALLBOARD AT ALL WET AREA5 L NLE55 NOTED OTHERWISE.
BO - BY OWNER
PIV - P05T INDICATOR VALVE
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EEWG - ELECTRIC WATER COOLER
PP - POWER POLE
WOOD BLOCKING TO BE FIRE RESISTANT IN RATED WALLS. USE ONLY LIGHT GAGE METAL BLOCKING 9 ALL NET
FEC - FIRE EXTING1,1I5HER CABINET
RGP - REFLECTED CEILING PLAN
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FF - FINISHED FLOOR
FBG - FLORIDA BUILDING GORE
DRAWINGS.
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FH - FIRE HYDRANT
560 - 5ANITARY GLEAN OUT
FM - FACTORY MUTUAL
SMH - SANITARY MANHOLE
-4f -PIPE5 AND WIRE5 PASSING THROUGH FIRE RATED PARTITION A55EMBLIE5 ARE TO 13E PROTEGTF'D AS PER FLORIDA
FOG - FACE OF CONCRETE
UNO - UNLESS NOTED OTHERWISE
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FOM - FACE OF MASONRY
UL - i,'NE?ERWRITER5 LABORATORIES
13. NOT -1.1II
GA - GYPSUM ASSOCIATION
VB - VNP )R BARRIER
-�_
GC - GENERAL CONTRACTOR
VIF - VERIFY IN FIELD
ib. BEFORE GOMMENGEMENT OF WORK, CONTRACTOR TO COORDINATE ALL BUILDING 5Y5TEM5 WITH EACH OTHER AND
Mark L. Saltz A.R6007171
WITH EXISTING GONDITION5 AND NOTIFY ARCHITECT OF ANY FORESEEN CONFLICTS.
GENERALNOTES
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I. THIS SET OF DRAWINGS FOR PERMIT WORK ONLY.
24MO5F
2. CONTRACTOR TO VERIFY EXI5TING AND NEW CONDITIONS AND REPORT I? 5G TO ARGHITEGT PRIOR TO
10,240 5F
ANY CONSTRUCTION.
TOTAL EXISTING BUILDING AREA:
3. ALL WOOD IN GONTA(T WITH MA50NRY TO BE P.T.
4, ADDRESS IDENTIFICATION NUMBERS TO 13E MINIMUM br IN HEIGHT AND LOCATED IN A CONSPICUOUS AREA.
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MJMERAL5 SHALL BE LOCATED ON / BY MAIN ENTRANCE AND ALL REAR DOOR5, SHALL CONTRAST WITH THEIR
Ft, Lauderdale, TL - 33312
BACKGROUND, AND BE KEPT FREE OF ANY OBSTRUCTIONS TO THEIR VISIBILITY.
5. ALL INTERIOR FINISHES TO MEET 2001 FLORIDA BUILDING CODE REGUIREMENT5 IN SECTION 503 CLA55 B IN ALL
...
EXITS, GLA_% G IN ALL EXIT ACCESS AND AND GLASS G IN ALL OTHER 5PAGE5.
sma @saltzrri� tlson.corn . �
V V
ALL- E- XPO5ED CONCRETE FLOORS TO BE GROUND DOWN. GAULK ALL JOINTS AND 5EAL.
1. PROVIDE M.R. TYPE GYPSUM WALLBOARD AT ALL WET AREA5 L NLE55 NOTED OTHERWISE.
urc�•uy
b. CONTRACTOR TO PROVIDE 2 X P.T. WOOD BLOCKING AS REQUIRED IN PARTITIONS BEHIND ALL SHELVING, CABINETS
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4 TOILET ROOM ACCESSORIES TO BE INSTALLED. CONTRACTOR TO COORDINATE EXACT LOCATION WITH. _TENANT.
`
WOOD BLOCKING TO BE FIRE RESISTANT IN RATED WALLS. USE ONLY LIGHT GAGE METAL BLOCKING 9 ALL NET
I
L:
AREAS, WOOD BLOCKING 15 NOT PERMITTED IN WET AREAS.
O
q. CONTRACTOR TD PROVIDE CABINETRY SHOP DRAWIN05 FOR ARCHITECT APPROVAL. SEE INTERIOR DE516N
DRAWINGS.
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�
10. CONTRACTOR TO COORDINATE ALL INTERIOR BUILT -IN`5 AND INTERIOR i i ", :�5 (FLOORING, CEP?- I +CaS, PAINT,
PLASTIC I_.AMINATING, ETC.) TYPE, COLOR AND STYLE WITH ARCHITECT PRIOR ;0 FABRICATION AND OR INSTALLATION.
-4f -PIPE5 AND WIRE5 PASSING THROUGH FIRE RATED PARTITION A55EMBLIE5 ARE TO 13E PROTEGTF'D AS PER FLORIDA
BUILDING (ODE.
12. FLAMMABLE AND COMBUSTIBLE MATERIALS, IF U5EO DURING GON5TRUCTI9, 1, 5HALL BE HANDLED AND STORED IN
o
ACCORDANCE W1111111 PA �i. '
".. ='"'
13. NOT -1.1II
14: TH15 BUILDING HAS A COMPLETE FIRE SPRINKLER PROTECTION SYSTEM (5E1_ NEW FIRE SPRINKLER DRAWINGS).
15. NUMBER ^ND TYPE OF MANUAL FIRE EXTINGU15HER5 TO BE COMPLIANT WITH NFP'N 10.
ib. BEFORE GOMMENGEMENT OF WORK, CONTRACTOR TO COORDINATE ALL BUILDING 5Y5TEM5 WITH EACH OTHER AND
Mark L. Saltz A.R6007171
WITH EXISTING GONDITION5 AND NOTIFY ARCHITECT OF ANY FORESEEN CONFLICTS.
11, REFER TO LA FITNE55 PROJECT MANUAL FOR EXACT 5PEGIFIGATION5
Ib, THE 6.6. 5HALL MAINTAIN ON 51TE AT ALL TIMES ALL APPROVED DRAWINGS, INCLUDING ALL REVISIONS AND
ADDENDA AND UPDATED PROJECT MANUAL.
Iq. THE G.G. SHALL CHECK IN WITH AND COORDINATE ALL WORK WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO
`
COMMENCING CON5TRUGTION,
20. TRADE NAMES ARE SPECIFIED TO E5TABLI5H A MINIMUM STANDARD OF QUALITY. EQUIVALENT PRODUCTS MAY
BE ACCEPTED SUBJECT TO ARGHITEGT5 APPROVAL. B. WHERE THE CONTRACTOR W15HE5 TO MODIFY ANY
CONSTRUCTION DETAILS, MATERIALS, OR PROCEDURES, HE SHALL 5UBMIT SHOP DRAWINGS FOR A/E APPROVAL.
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21, WHERE THE CONTRACTOR WISHES TO MODIFY ANY CONSTRUCTION DETAILS, MATERIALS, OR P= ,;,- SEOURE5, HE
5HALL 5UBMIT SHOP DRAWINGS FOR A/E APPROVAL.
22. IF THERE IS A DISGREPANGY BETWEEN ARCHITECTURAL AND ENGINEERING 5PEGIFICATION5 OR DRAWINGS, THEN
-
ENGINEERING SHALL BE FOLLOWED UNLE55 ARCHITECTURAL DESIGN 15 AFFECTED, THEN CONTACT ARGHITEGT.
23. TOLERANCES SHALL BE PER PUBLISHED INDUSTRY STANDARDS.
24. FOR SPECIAL - CONDITIONS AND ENGINEERING SPECIFICATIONS, SEE ENGINEERING DRAWINGS.
- LEGAL DESCRIPTION
r- A PORTION OF BLOCKS I AND 2 AND THAT STREET BETWEEN BLOCKS I AND 2 DESIGNATED A5 CHURCH STREET, KNOWN AS
NORTH RED COURT, AND NOW KNOWN A5 S W. 51TH COURT, CARVERS SUBDIVISION AGGORDING TO THE PLAT THEREOF A5
REGOREDED.aN PLAT BOOK 6, AT PAGE 36, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED A5 FOLLOWS:
W COMMENCE AT THE M05T NORTHEAST CORNER OF BLOCK I OF SAID RECORDED PLAT OF CARVERS SUBDIVISION; THE
- FOLLOWING TWO (2) COURSES BEING ALONG THE EAST LINE OF LOTS 1, 2, 3, 4 AND 5 OF SAID BLOCK I; 1) THENCE
5,04DE6I5MIN245ECE. FOR 21.10 FEET TO THE POINT OF BEGINNING OF THE HEREINAFTER OESGRIBED PARCEL OF LAND; 2)
THENCE CONTINUE 5.040E9IbMIN245EGE. FOR 311.04 FEET TO THE 5OUTHEA5T CORNER OF LOT 5 OF SAID BLOCK 1; THENCE
5.65DE616MIN405ECW. ALONG THE SOUTH LINE OF SAID LOT 5 FOR 20.00 FEET; THENCE 5.04DEGI6MIN245EGE. ALONG A
LINE PARALLEL WITH AND 20.00 FEET WEST OF THE EAST LINE OF LOTS b,1, 5, q AND 10 OF SAID BLOCK I FOR 250.Iq
FEET; THENCE N.b5DEGI6MINO15EGE. ALONG THE SOUTH LINE OF SAID LOT 10 FOR 20.00 FEET TO THE 5OUTHEA5T CORNER
OF SAID LOT 10; THENCE 5.04DEGIIbMIN245EGE. ALONG THE EAST LINE OF LOTS I1, 12, 13, 14 AND 15 OF SAID BLOCK I FOR
250.lq FEET TO THE SOUTHEAST CORNER OF SAID LOT 15; THENCE 5b5DEG15345ECW. ALONG THE SOUTH LINE OF SAID LOT
15; THENCE 5b5DEG15MIN345EGW. ALONG THE SOUTH LINE OF SAID LOT 15 FOR 35.00 FEET; THENCE 5.04OE61bMIN245EGE.
ALONG A LINE PARALLEL WITH AND 35.00 FEET WEST TO THE EAST LINE OF LOT I6 OF SAID BLOCK I, FOR 01031 FEET TO A
POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG A CIRCULAR CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS
OF 25.00 FEET A CENTRAL ANGLE OF 6gOE633MIN3b5EG FOR AN ARG OF 3q.Ob FEET TO A POINT OF TANGENGY; THENCE
- 5.b5OE0I5MINi4SECW, ALONG A LINE PARALLEL WITH AND 35.00 FEET NORTH OF THE SOUTH LINE OF LOT51b, Iq (LYING EAST
OF LOT It) AND IS OF SAID BLOCK I FOR X1031 FEET; THENCE 5.04DE6I6MIN345ECE. ALONG THE WEST LINE OF SAID LOT Ib
FOR 20.00 FEET; THENCE 5b5DEC715MINI45EGW. ALONG A LINE PARALLEL WITH AND 15.00 FEET NORTH TO THE SOUTH LINE
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OF 5AID PLAT OF GARVER5 5UBDIV1510N FOR 350.25 FEET TO A POINT ON THE WE5T LINE OF LOT 13 OF SAID BLOCK 2;
�s THENCE N.040E67I6MIN245ECW. ALONG THE WEST LINE OF SAID LOT 13 FOR 135.00 FEET TO THE NORTHWE5T CORNER OF
5AID LOT 13; THENCE N.65DEEG14MIN325EGE. ALONG THE NORTH LINE OF SAID LOT 13 FOR 50.03 FEET TO THE NORTHEAST
CORNER OF SAID LOT 13; THENCE N.04DEGI5MIN245EGW. ALONG THE WEST LINE OF LOT q OF SAID BLOCK 2 FOR 50.06
FEET TO THE NORTHWEST CORNER OF SAID LOT q OF BLOCK 2; THENCE 5b5DEGI4MINIb5EGW. ALONG THE SOUTH LINE OF
LOT 11 OF SAID BLOCK 2 FOR 15.066 FEET TO THE SOUTHWEST CORNER OF SAID LOT 11; THENCE N.04DEG2 5MIN3b5EGW.
-� ALONG THE WEST LINE OF LOTS 11 THRU 22 INCLUSIVE OF SAID BLOCK 2 FOR 325.4q FEET TO THE NORTHWEST CORNER OF
SAID LOT 22; THENCE N,45DEG4bMIN545ECE, ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF SOUTH DIXIE HIGHWAY NO. I
(5TATE ROAD #5) (COUNTY ROAD A5 PER PLAT BOOK 6, PAGE 36) FOR 351 bO FEET; THENCE N.46DE624MIN5b5ECE. ALONG
5AID RIGHT -OF -WAY LINE OF STATE ROAD t5 (PER OFFICIAL RECORDS BOOK 4131, PAGE 5015 AND OFFICIAL RECORDS
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i
PROPOSED BUILDING AREA
EXISTING BUILDING AREA: 14,100 5F
FIRST FLOOR
24MO5F
SECOND FLOOR
10,240 5F
THIRD FLOOR
TOTAL EXISTING BUILDING AREA:
4q,230 5F
PROJECT NARRATIVE
4b,1bO 5F (1,15EABLE: AREA) 3 FLOOR SPORTS FITNE55 CLUB CONSTRUCTED WITHIN EXISTING IMAX THEATER AND
ADJACENT RETAIL SPACE WITHIN A 3 FLOOR 5HOPPING COMPLEX.
LA FITNESS SPORTS CLUB 15 A PRIVATE MEMBERSHIP ADULT FITNE55 CLUB INCLUDING THE FOLLOWING PROGRAM
„REA5 ALL OF NIGH ARE INDOOR: BASKETBALL, WEIGHT TRAINING, AER013I65, 5PINNING, KID'S KLUB, JUICE BAR,
POOL, SPA, SAUNA, LOCKER ROOMS, SHOWER5, AND RE5TROOM5.
ADMINISTRATIVE:
1. SUBMIT SEALED PLANS AS REQUIRED BY LEASE.
2. TENANT IS REQUIRED TO COMPLETE A SITE SURVEY TO CONFIRM ALL EXISTING CONDITIONS.
3. TENANT'S PROJECT TEAM (PROJECT MANAGER, ARCHITECT, GENERAL CONTRACTOR, MINIMUM) MUST MEET WITH
LANDLORD'S FIELD REPRESENTATIVE(S) TO REVIEW ALL ASPECTS OF SCOPE AND SCHEDULE PRIOR TO COMMENCEMENT
OF ANY WORK.
4. ALL EXISTING INSTALLATIONS NOT SCHEDULED FOR RE -USE MUST BE COMPLETELY DEMOLISHED AND PROPERLY
DISPOSED OF OFF SITE. NO EQUIPMENT CAN BE ABANDONED IN PLACE.
5. ALL REVISIONS MUST BE NUMBERED AND CLOUDED. RESUBMIT ONLY AFTER ASSURING THAT ALL COMMENTS HAVE
BEEN COMPLETELY ADDRESSED.
6. LANDLORD'S GROSS LEASABLE AREA SPECIFIED IN THE LEASE TAKES PRECEDENCE OVER ANY AREA CALCULATIONS
INCLUDED ON DOCUMENTS.
7. LANDLORD COMMENTS MUST BE FULLY ADDRESSED PRIOR TO FINAL APPROVAL. TENANT'S PROCEEDING PRIOR TO
COMPLETING THIS REQUIREMENT IMPOSES THE FULL BURDEN OF COMPLIANCE ON TENANT OR TENANT'S CONTRACTOR
TO ASSURE THAT WORK COMPLETED IS IN COMPLIANCE WITH LANDLORD'S COMMENTS. IF DEVIATIONS ARE MADE
TENANT IS RESPONSIBLE TO COMPLETE ANY RESULTING REMEDIAL WORK THAT MAY BE NECESSARY.
E. UPON COMPLETION OF CONSTRUCTION, A REPRO DUCIRLE FORM OF RECORD DRAWINGS OF THE PREMISES MUST
BE SUBMITTED TO LANDLORD. THIS SUBMITTAL SHALL ALSO INCLUDE TEST AND BALANCE REPORTS WITH THE TENANT
ENGINEER OF RECORD APPROVAL. (g
9. WHEN COMMENCING PERMITTING, DO NOT FORWARD DOCUMENTATION TO LANDLORD FOR EXECUTION; TENANT MAY
EXECUTE DOCUMENTS AS OWNER. FLORIDA LAW GOVERNING "REAL AND PERSONAL PROPERTY, LIENS GENERALLY" (THE
2003 FLORIDA STATUTES, TITLE XL, CHAPTER 713.01) DEFINES "OWNER" AS "OWNER MEANS A PERSON WHO IS THE
OWNER OF ANY LEGAL OR EQUITABLE INTEREST IN REAL PROPERTY, WHICH INTEREST CAN BE SOLD BY LEGAL
PROCESS, AND WHO ENTERS INTO A CONTRACT FOR THE IMPROVEMENT OF THE REAL PROPERTY." THE LEASE
ESTABLISHES THE INTEREST REQUIRED BY THIS DEFINITION, AND TENANT IS ENTERING INTO THE CONTRACT FOR 2
IMPROVEMENT, NOT LANDLORD.
CODESUMMARY
APPLICABLE CODES
2001 FLORIDA BUILDING CODE
BUILDING CLASSIFICATION
(PER CHAPTERS 3,4 t TABLE 500 OF THE FLORIDA BUILDING CODE)
5QUARE FOOTAGE 401,230 5.F. (ALL AIR CONDITIONED)
OCCUPANCY CLASSIFICATION GROUP A
SUB GLA55IF16ATION A -2 SMALL ASSEMBLY
BUILDING CONSTRUCTION TYPE TYPE II
SPRINKLED YES
ALLOWABLE AREA
UNLIMITED AREA
EGRESS REQUIREMENTS
FROM TABLE 1004 OF THE 2001 FLORIDA BUILDING CODE
MAXIMUM TRAVEL DISTANCE 200 FT. FOR A 5PRINKLERED BUILDING.
MAXIMUM DEAD END CORRIDOR LENGTH 2OFT.
EGRESS WIDTH - .2 INJPER50N LEVEL, 3 IN.PER PER50N AT STAIRS.
MINIMUM GORRIDOR/Al5LE WIDTH 44 IN.
MINIMUM CLEAR OPENING OF EXIT DOORS 32 IN.
MINIMUM STAIR WIDTH 44 IN.
FIRE RESISTANCE RATINGS
FROM TABLE 600 OF THE 2001 FLORIDA BUILDING CODE FOR TYPE II BUILDINGS:
PARTY AND FIRE WALL5 - 4 HR,
INTERIOR BEARING WALL5 SUPPORTING COLUMNS, OTHER BEARING WALLS OR MORE THAN ONE FLOOR - 3 HOUR RATED
INTERIOR BEARING WALL5 SUPPORTING ONE FLOOR ONLY - 2 HOUR RATED
INTERIOR BEARING WALL5 SUPPORTING ROOFS ONLY - 2 HOUR RATED
COLUMNS 5UPPORTING OTHER COLUMNS OR MORE THAN ONE FLOOR - 3 HOUR RATED
GOLUMN5 5UPPORTING ONE FLOOR ONLY - 2 HOUR RATED
COLUMNS SUPPORTING ROOFS ONLY - 2 HOUR RATED
BEAMS GIRDERS, TRU55E5 t ARCHES SUPPORTING COLUMNS OR MORE THAN ONE FLOOR - 3 HOUR RATED
BEAMS, GIRDERS, TRUSSES t ARC HE5 SUPPORTING ONE FLOOR ONLY - 2 HOUR RATED
BEAMS, GIRDERS, TRU55E5 It ARCHES SUPPORTING ROOFS ONLY - I HOUR RATED
FLOOR t FLOOR/GEILING ASSEMBLIES - 2 HOUR RATED
ROOFS t ROOF /GEILING A%EMBLIE-5 - I HOUR RATED
EXTERIOR BEARING WALL5 AND GABLE EN05 OF ROOF WITH HORIZONTAL SEPARATION FROM PROPERTY LINE OVER 30
FT. SHALL BE NON COMBUSTIBLE WITH NO LIMITS TO PERCENT OF PROTECTED AND UNPROTECTED WALL OPENINGS
PERMITTED.
FROM TABLE 104.2.4 OF THE 2001 FLORIDA BUILDING CODE:
EXIT AGGE55 CORRIDORS FOR GROUP A OCCUPANCY, SPRINKLERED SHALL BE I HOUR FIRE RATED.
FROM TABLE 105.1.2 OF THE 2001 FLORIDA BUILDING CODE:
FOOTNOTE 2 - SHAFT ENCLOSURES INCLUDING ALL EXITS AND STAIRWAYS IN GROUP A AND H OCCUPANCIE5 SHALL BE 2
HOURS WITH 1 112 HOUR DOOR ASSEMBLIES.
OCCUPANCY SEPARATION REQUIREMENTS
FROM TABLE 104.1 OF THE 2001 FLORIDA BUILDING CODE:
LARGE OR SMALL A55EMBLY OCCUPANCY SEPARATION REQUIREMENT 15 2 HOURS.
ATRIUMS
FROM SECTION 414 OF THE 2001 FLORIDA BUILDING GORE.
VERTICAL OPENINGS MAY BE UNENGL05ED IN ALL BUILDINGS OTHER THAN GROUP H WHEN MEETING THE REQUIREMENT5
OF TH15 SECTION.
AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED THROUGHOUT THE ENTIRE BUILDING.
A SMOKE CONTROL 5Y5TEM SHALL BE DE5I6NED TO CONTROL THE MIGRATION OF PRODUCTS OF COMBUSTION IN THE
ATRIUM 5PAGE,
IN ATRIUMS 55 FT. OR LE55 IN HEIGHT WITH A VOLUME OF 600;00 GU. FT. OR LESS, A SMOKE EXHAUST 5Y5TEM 5HALL
BE LOCATED AT THE CEILING OF THE ATRIUM.
SUPPLY AIR INLETS MAY 13E PROVIDED AT THE LOWEST LEVEL OF THE ATRIUM, THESE INLETS SHALL BE 51ZED TO
PROVIDE 15 PERCENT OF THE EXHAU5T.
FOR THE PURPOSES OF THIS SECTION, THE VOLUME OF THE ATRIUM SHALL INCLUDE ALL SPACES NOT SEPARATED FROM
THE ATRIUM A5 PROVIDED IN 4145. Q
FATRIUM 5PAGE5 SHALL BE SEPARATED FROM ADJACENT 5PAGE5 BY A I -HOUR FIRE SEPARATION WALL. A GLASS ORMING A SMOKE PARTITION MAY BE USED IN LIEU OF THE REQUIRED FIRE SEPARATION WALL. WHERE AUTOMATIC ER5 ARE SPACED bFT OR LESS ALONG BOTH SIDES OF THE SEPARATION WALL, AND NOT MORE THAN I FT
AWAY FROM THE 6LA55 AND 50 DESIGNED THAT THE ENTIRE 5URFAGE OF GLA55 15 NET UPON ACTIVATION OF THE
�FIRE SPRINKLER 5Y5TEM. THE 6LA55 SHALL BE INSTALLED IN A GASKETED FRAME 50 INSTALLED THAT THE FRAMING
Y5TEM MAY DEFLECT WITHOUT BREAKING (LOADING) THE GLASS BEFORE THE SPRINKLER SYSTEM OPERATES.
THE ADJACENT 5PAGE5 OF ANY THREE FLOORS OF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THE
ATRIUM; HOWEVER, SUCH 5PAGE5 SHALL BE INCLUDED WHEN COMPUTING THE VOLUME OF THE ATRIUM. Q
1
THE INTERIOR FIN15H OF WALLS AND CEILINGS OF THE ATRIUM SHALL NOT EXCEED CLASS B WITH NO REDUCTION OF
CLA55 FOR SPRINKLER PROTECTION.
•
SHO S AT SUNSET PLACE
BUILDING KEY
(A) NUMBER OF STORIES: THREE (EXISTING)
(B) OVERALL HEIGHT FROM GRADE: THRU ROOF: bl' -O' • HIGH POINT OF EXI5TIN67 ROOF
(G) TYPE OF CONSTRUCTION: EXI5TIN67 STRUCTURE - CONCRETE COLUMNS BEAMS AND JOISTS.
NEW SECOND AND THIRD FLOOR STRUCTURE - STEEL BEAMS AND COLUMNS.
CONCRETE FLOOR 5Y5TEM AND CONCRETE AND MA50NRY EXTERIOR WALL SYSTEM.
SOUTH MIAMI , FLORIDA
IM
ARGH I TEGTURAL
A0.0 COVER SHEET, DRAWING INDEX It NOTES
ALO REFERENCE 517E PLANS
ALL DEMOLITION PLANS
A1.2 DEMOLITION SECTIONS
A13 DEMOLITIION SECTIONS
A2.0 LIFE SAFETY PLANS t EGRESS CALCULATIONS
A2.1 FITNE55 EQUIP. /FURN. 4 SLAB PEPRE5510N FIRST FLOOR PLAN
A2.2 FITNESS EQUIP. /FURN, SECOND FLOOR PLAN
A2,3 FITNESS EQUIPJFURN. t SLAB DEPRE55ION THIRD FLOOR PLAN
A► ,0 FIRST FLOOR PLAN
A3,1 SECOND FLOOR PLAN
A3,2 THIRD FLOOR PLAN
A33 FIRST FLOOR REFLECTED CEILING PLAN
A3.4 SECOND FLOOR REFLECTED GEILING PLAN
A3,5 THIRD FLOOR REFLECTED CEILING PLAN
A3.6 NOT USED
A3.1 LOCKER ROOMS ENLARGED PLANS
Alb KIDS' KLUB, JUICE BAR t SALES ENLARGED PLANS
A3.1 BASKETBALL ENLARGED PLANS
A4.D PARTIAL EXTERIOR ELEVATIONS
A4.1 BUILDING 5EGTION5
A4,2 BUILDING SECTIONS
A5.D WALL TYPES
A5.1 WALL 5EGT IONS
A.5.2 WALL 5EGTION5
Ab.D STAIR AND RAMP DETAILS
A1.1 DETAILS,
A1.2 DETAIL5
A13 DETAILS
Ab.O DOOR SCHEDULE It DETAILS,
Ab.l WINDOW SCHEDULE t DETAILS
Aq,O DETAILS
Aq.l A(CE551BILITY COMPLIANCE DETAIL5
Aq,2 FIRE RATED A55EMBLIE5
STRUCTURAL
51.1 5TRUGTURAL NOTES
51.2 STRUCTURAL INSPECTION PLAN
52.1 FIRST FLOOR PLAN
52.2 SECOND FLOOR FRAMING PLAN
523 THIRD FLOOR FRAMING PLAN
53.1 CONCRETE DETAILS
54.1 5TEEL DETAILS
r
Ls
r
INDEX OF DRAWINGS
MECHANICAL
PROJECT LOCATION N
5HOPPE5 AT SUNSET PLAGE
5101 5UN5ET DRIVE
SOUTH MIAMI, FL 33143
N,T.5.
SIGN:
1. SUBMIT EXTERIOR ELEVATIONS IDENTIFYING ALL SIGNS LOCATIONS (AT FACILITY AS WELL AS REMOTE PROJECT )
LOCATIONS) WITH SIGN FABRICATORS SHOP DRAWINGS FOR APPROVAL. S
2. USE MALL STANDARD REAR DOOR IDENTIFICATION SIGN (INCLUDING STANDARD TEXT), IF REQUIRED BY MALL
MANAGER.
M0.1 LEGEND AND SCHEDULES- MECHANICAL
MO.2 EXISTING 56HEOULE5- MECHANICAL
M03 FLOW DIAGRAMS SMOKE PANEL- ME( HANIGAL
M2,1 15T. FLOOR MECHANICAL DEMO
M2.2 2ND. FLOOR MECHANICAL DEMO
M23 3RD FLOOR MECHANICAL DEMO
M3.1 15T. FLOOR PLAN- MEGHANIGAL
M3.2 2ND. FLOOR PLAN- MEGHANIGAL
M3.3 3RD FLOOR PLAN- MECHANICAL
M3.4 ROOF PLAN HVAC
M4.1 DETAILS
ELEGTRIGAL
EO.1 LEGENDS AND ABBREVIATIONS
E0.2 LIGHT FIXTURE AND CONTROL 50HEMLE
EPI,O FLOOR PLAN 15T LEVEL POWER
EP2.0 FLOOR PLAN 2ND LEVEL POWER
EP3,D FLOOR PLAN 3RD LEVEL POWER
ELI.O FLOOR PLAN 15T LEVEL LIGHTING
EL2.0 FLOOR PLAN 2ND LEVEL LIGHTING
EL3.0 FLOOR PLAN 3RD LEVEL LIGHTING
E3.5 ROOF PLAN
E4.1 ENLARGED ROOMS AND DETAIL5
E4.2 ELECTRICAL AND FIRE ALARM ONE ONE LINE DIAGRAM
Eb.l PANELBOARO AND ME( HANIGAL EQUIPMENT 5HEMLE
PLUMB I NC
PO.I GENERAL INFORMATION- PLUMBING
P2.1 15T. FLOOR PLUMBING DEMO
P2.2 2ND, FLOOR PLUMBING DEMO
P23 3RD FLOOR PLUMBING DEMO
P3.1 15T. FLOOR PLAN- PLUMBING
P3.2 2ND. FLOOR PLAN- PLUMBING
P33 3RD FLOOR PLAN- PLUMBING
P3.4 ENLARGED PLANS- PLUMBING
P35 ENLARGED PLANS- PLUMBING
P3.6 ENLARGED PLAN5- PLUMBING
P4.1 PLUMBING RISER DIAGRAM5
P4.2 PLUMBING RISER OIAGRAM5
P5.1 DETAILS- PLUMBING
FIRE PROTECTION
FO.1
DETAILS
FP3.1
FIRST FLOOR PLAN -FIRE PROTECTION
FP3.2
SECOND FLOOR PLAN -FIRE PROTECTION
FP3.3
THIRD FLOOR PLAN -FIRE PROTECTION
INTERIOR DE516N
ID-1.0
ID-1.1
ID -2.0
ID -2.1
ID-3.0
ID -3.1
ID -4.0
ID-4.1
ID -5.0
ID -5.1
ID -b.0
10-6.1
ID-1.0
ID -1.1
ID -b.0
ID -q.0
ID-11.1
ID -10.D
ID -10.1
MAIN FLOOR PLAN
UPPER t LOWER FLOOR PLANS
MAIN FLOOR REFLECTED CEILING PLAN
UPPER 4 LOWER LEVEL REFLECTED CEILING PLAN
LOCKER ROOMS
LOCKER ROOMS
LOCKER ROOM ELEVATION5
LOCKER ROOM ELEVATIONS
ELEVATIONS
ELEVATIONS
ELEVATIONS
DETAILS
POOL PLAN AND DETAILS
POOL ELEVATIONS
FIN15H 5CHEOULE
MILLWORK
- MILLWORK
K105 KLUB
KID'S KLUB DETAIL5
PLUMBING FIXTURE COUNT
CALCULATIONS BASED ON TABLE 403.1, CH. 4, PLUMBING, 2001 FLORIDA BUILDING CODE
REQ. WATER CLOSETS
REQ. LAVATORIE5
REQ. DRINKING
FOUNTAINS
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A55EMBLY
4014
THEATERS, MU5EUM5, ETC.
241/125
M
241/65
3b
4014/15
6541
4014500
.qq
15T AND 2ND FLOORS
ASSEMBLY
253
THEATERS, M1U5EUM5, ETC.
142/125
1.14
142/65
2.15
2b3/75
371
253/500
51
3RD FLOOR
21
BUSINESS
14/50
.25
14/50
.2b
21150
.34
21/100
.21
10b
ASSEMBLY
54/100
.54
54/50
Lob
IObA50
.12
105/1000
II
POOL/ POOL DECK
54
EDUCATIONAL
42/50
to
42/50
b4
54/50
I.bb
541'100
b4
qgb
TOTAL FLUMBING
FIXTURES REQ.
4.1t� = 5
b.ib = q
13.1 = 14
2.1b = 3
CALCULATIONS BASED ON TABLE 403.1, CH. 4, PLUMBING, 2001 FLORIDA BUILDING CODE
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Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Checked By:
MA, DW
12 -16 -03 PERMIT SET
02 -06 -04 AID SET
REVISIONS:
FIRE DEPT.
1- 19--04
LBLDG. DEPT.
2 2 -27 -04
I-XV00
E .`C S
ARC H I fs
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(954) 266 -2700 Fx:"(954) 1
...
sma @saltzrri� tlson.corn . �
V V
•
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u • �
�+wurr
s r
wru• u.. +.v
r
M r
VwwrVV
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".. ='"'
_
Mark L. Saltz A.R6007171
�i
ry,
0
s3'
0
z
Project No.:
2003 -160
Drawn By:
LV, CLB, KM
Checked By:
MA, DW
12 -16 -03 PERMIT SET
02 -06 -04 AID SET
REVISIONS:
FIRE DEPT.
1- 19--04
LBLDG. DEPT.
2 2 -27 -04
I-XV00