09-735-002DRAWINGS INDEX
A -1 INDEX - GENERAL SPECS.
A -2 SITE PLAN - CODE REQUIREMENTS
A -3 FLOOR PLAN- FINISH SCHEDULE
A -4 REFLECTED CEILING PLAN
A -5 EXISTING BUILDING FRONT AND SIDE ELEVATIONS
A -6 WINDOW - DOOR DETAIL /NOTES
A -7 BATH AND MISCELLANEOUS DETAILS
A -8 FIRE PENETRATION DETAILS
A -9 RESTAURANT - KITCHEN LAYOUT -
EQUIPMENT SCHEDULE
A -10 EXISTING 2nd AND 3rd FLOOR PLANS
E -1 POWER FLOOR PLAN
E -2 LIGHTING FLOOR PLAN
E -3 ELECTRICAL PANELS - RISER - NOTES
M -1 MECHANICAL FLOOR PLAN
M -2 MECHANICAL DETAILS
P -1 SANITARY AND WASTE FLOOR PLAN
P -2 GAS PLAN AND DETAILS
P -3 WATER - WASTE - GAS RISERS
P -4 GENERAL NOTES AND DETAILS
S -1 FACADE ALTERATION PLAN
SECURITY AND FORCED ENTRY PREVENTION NOTES
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB6,
APPLIED iN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS
SET FORTH.
2, ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROtM
EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY
SiNGLE DEAD BOLT WITH HARDENED BOLT INSERT W/ A MiNIMUM THROW OF P OR WITH PANIC
HARDWARE
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS. SHALL HAVE SAME LOCKS A6
REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF OOO)R5
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/6" MiNIMUM THROW BOLT WITH INSERTS.
4. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS.
5. JAMBE OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBETTED, OR OF 8iMILAkR
FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE iNTEGRIT "Y
OF LOCKS AND LATCHES.
6. SUITE ENTRY DOORS THAT OPEN TO A PUBLIC CORRIDOR SHALL ALSO BE SECURED AS
SPECIFIED IN ITEMS 2 t 3 ABOVE.
1. 6LA6$ AND EXTERIOR DOOR$ SHALL COMPLY WITH THE AMERICAN NATIONAL $TAND.AIRDS
INSTITUTE'S STANDARD 291.1.
6. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE
LOCKING ACTIVATION DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH
AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 291.1.
9. EXTERIOR OPERABLE WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS T'O
COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG$. A560C. 6TANDARD8 FOR FORCED
ENTRY RESISTANCE, AAMA 13033
10. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL.
11. REAR WiNDOWS NOT VISIBLE FROM THE 8TREET AND LOCATED WITHIN V OF THE WALK NG
SURFACE SHALL BE GLAZED WITH BURGLAR RESISTANT MATERIAL OR PROTECTED WITH
BURGLAR GUARD$ AS FOLLOWS:
OPTION I: 1/2" DIAM. A36 STEEL BARS OR Pxl /4" FLAT SECTIONS OF
A36 STEEL PLACED NOT MORE THAN 6" APART
OPTION 2: GRiLL WORK OF 1/8" DIAM. A36 STEEL BARS WITH A MAX
HORIZ t VERT. SPACING OF 2"
ALL BURGLAR GUARDS SHALL BE SECURELY FASTENED AND SHALL NOT BE
REMOVABLE FROM THE OUTSIDE WITH COMMON TOOLS.
IF REAR WINDOWS ARE OPERABLE THEY SHALL BE PROVIDED WITH A LOCK FROM Tl,E
INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 LB5 APPLIED IN ANY OPERABLE
DIRECTION.
12 ROOF SKYLIGHT$ SHALL BE GLAZED WITH BURGLAR RESISTANT MATERIAL OR PROTECTTED
WITH BURGLAR GUARDS AS SPECIFIED IN ITEM 11 ABOVE.
13. ACCESS SCUTTLES ON ROOF SHALL BE CAPABLE OF WITHSTANDING FORCES EQUAL TO
GLAZING MATERIALS COMPLYING WITH UL-V2, ASTM C1036 AND UL 12
THEY 814ALL BE SECURED FROM THE INSIDE WITH SLIDE BARS OR SLIDE BOLTS.
14. WHERE THERE 18 A LADDER FOR ACCESS TO ROOF WITHIN 8' OF WALKING SURFACE
AND IT 15 NOT LOCKED TO PREVENT UNAUTHORIZED USE ROOF OPENINGS -SHALL BE
PROTECTED WITH BURGLAR GUARDS AS SPECIFIED IN ITEM II ABOVE.
THIS APPLIES TO ALL OPENING$ LARSER THAN 6" IN LEAST DIMENSION.
15. OPEN PARKING AREAS AND ACCE56 THERETO 6HALL BE PROVIDED WITH MAINTAINED
ILLUMINATION OF 1/3 FOOTCANDLE OF LIGHT ON THE PARKING SURFACE FROM DUSK
UNTIL 30 MINUTES AFTER TERMINATION OF %VNES$ EACH DAY OF OPERATION. THE
RATIO OF MAXIMUM TO MINIMUM ILLUMINATION iN FOOTCANDLES SHALL NOT EXCEED 12:1.
16. THE AREA IMMEDIATELY OUTSIDE OF ALL EXTERIOR DOORS SHALL HAVE SECURITY
ILLUMINATION AND SHALL BE ACTIVATED DURING THE DARK PERIOD OF EVERY DAY.
DEMOLITION NOTES:
1. GENERAL CONTRACTOR SHALL EXERCISE CARE DURING DEMOLITION
AND REMOVAL TO ASSURE THAT ITEMS SCHEDULED FOR DEMOLITION
ARE PROPERLY REMOVED AND ITEMS TO REMAIN ARE PROTECTED
FROM DAMAGE. PATCH AND REPAIR NEW AND DEMOLISHED AREAS
TO MATCH EXISTING.
2. PEDESTRIAN PROTECTTiON MUST BE PROVIDED IN ACCORDANCE WITH
2004 FEBC 1303.2 PRIOR TO COMMENCING DEMOLITION.
3. A PARTY WALL BALCONY OR HORIZONTAL EXIT SHALL NOT BE
DESTROYED UNLESS AND UNTIL A SUBSTITUTE MEANS OF EGRESS
HAS BEEN PROVIDED AND APPROVED. FEBC 13033
4. SERVICE UTILITY CONNECTIONS MUST BE DISCONTINUED AND CAPPED
IN ACCORDANCE WITH THE APPROVED RULES AND REQUIREMENTS
OF THE AUTHORITY HAVING JURISDICTION. FEBC 1303.6
5. GENERAL CONTRACTOR SHALL PROVIDE ALL SHORING AND TEMPORARY
6UPPORT5 REQUIRED FOR THE DEMOLITION.
6. GENERAL CONTRACTOR SHALL PROVIDE ALL ACCESS BARRIERS,
SAFEGUARDS, DUST BARRIERS, AND WARNING SiGNS AS REQUIRED.
1. GENERAL CONTRACTOR SHALL NOTIFY OWNER / ARCHITECT IN WRITING
THREE (3) DAY$ PRIOR TO MAJOR ELECTRICAL OR MECHANICAL
SHUTDOWN AND REQUIRED DOWNTIME SO APPROPRIATE ACTION
CAN BE TAKEN.
6. ALL FINISHES AND 6UWACE5 WHICH ARE DAMAGED DURING
DEMOLITION AND NEW CONSTRUCTION SHALL BE REPAIRED
AND REPLACED TO THE -SATISFACTION OF THE PROJECT MANAGER
AT NO ADDITIONAL COST TO THE OWNER
9. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL
DEMOLITION WORK NOT NOTED ON THE ARCHITECTURAL SHEETS.
10. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION$ AND CONDITIONS
AND SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES
PRiOR TO PROCEEDING WITH THE WORK
11. ACTUAL EXISTING DIMENSIONS SHALL GOVERN.
12. VERIFY OPENINGS FOR FIFES AND DUCTS WITH MECHANICAL AND
PLUMBING DRAWINGS.
13. CONTRACTOR A88UME6 FULL RESPONSIBILITY FOR
PROTECTION t SAFEKEEPING OF GOODS BEING
INSTALLED UNDER THIS CONTRACT, A$ WELL AS FOR
COMPLIANCE WITH ALL APPLICABLE OSHA REGULATIONS.
ABREVIATIONS
A.F.F.
Above Finished
EXIST.
Floor
ACOUSTIC.
Acoustica I
ALUM.
Aluminum
ANOO.
Anodized
A.T.
Aluminum threshold
BD.
Board
B.O.B.
Bottom of Beam
CAB,
Cabinet
CLG.
Ceilin
CLOG.
CIOSey
CLR
Clear
CMU.
Concrete Masonry Unit
CNTR
Counter
COL.
Column
C.O.
Clean Out
CONC.
Concrete
CONN.
Connection
CONT.
Continuous
CT.
Ceramic Tile
D.
Or
DBL.
Double
ON.
Down
DR
Door
DTL.
Detail
DWG.
Drawing
Du
Dishwasher
DWR
Drawer
EA.
Each
EL.
Elevation
ELEC.
Electrical
ELEV.
Elevation
EQ.
Equa I
MAX.
Maximum
MECH.
Mechanica I
MIN.
Minimum
MISC.
Miscellaneous
MLO.
Molding
M.O.
Masonry Openingq
M.T.
Marble Threshord
MTO.
Mounted
MTL.
Meta I
MUL.
Mullion
NiC.
Not in Contract
NT8.
Not to Scale
O.C.
On Center
OD.
Outside Diameter
OPNG.
opening
OPT.
Options I
PBO.
Particle Board
PL.
Plate
PLAM.
Plastic Laminate
PLYWD.
Plywood
PAL
Panel
P.0.6.
Point of sale
PR
Pair
PREP.
Preparation
PTO.
Painted
QT.
Quarry Tile
RA.
Return Air
RAO,
Radius
RE.
Reference
EQUiP.
Equipment
EXIST.
Existing
EXT.
Exterior
FBO.
Fiber Board
FBO.
Furnished by Others
FD.
Floor Drain
FE.
Fire Extinguisher
FFtE.
Furniture, Fixtures
4 Equipment
FIN.
Finish
FLR.
Floor
FRP.
Fiber lass Reinforced
Plast�c
FSE.
Food Service Equip.
F.V.
Field verify
GA.
Gage
GALV.
Galvanized
GC.
General Contractor
G.D.
Garbage Disposal
GL.
Glass
GYPBD.
Gypsum Board
INT.
Inferior
H.B.
Hose Bib
HC.
Handicap Accessible
HM.
Hollow Metal
HT.
Heigght
JET.
Joist,
LAM.
Laminated
LAV.
Lavatory
MANUR
Manufactured
M.T.
Marble Threshold
RECEPT-
Receptacle
REINF.
Reinforced
REQ'D.
Required
W.
Room
R.O.
Rough Opening
R.O.J.
Received on Job
G.C.
Solid Core
SHW.
Shower
8/6
Stainless steel
SCHEO.
schedule
aim.
Similar
$TD.
Standard
6TL.
Steel
STRUCT.
6tructura I
SUSP.
Suspended
TEMP.
Tempered
TYP.
Typical
VCT.
Vinyl Composition
Tile
VERT.
vertical
VWC.
Vinyl Wall Covering
-per
W.
ahT
W/O
Without
W.C.
Water Closet
WD.
Wood
W.H.
Water Heater
WIN.
Window
WSCT.
Wainscot
WT.
Weight
WWF.
Welded Wire Fabric
GENERAL NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES,
REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT.
AS PER FLORIDA BUILDING CODE 21001.
WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE
DRAWINGS UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE
ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR
TO CONSTRUCTION.
DRAWINGS SHALL NOT BE 6CALEDt WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALED DIMENSIONS.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR GENERAL
REVIEW AND DESIGN COMPLIANCE.
CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AND
SANITARY FACILITIES FOR THE DURATION OF CONSTRUCTION.
CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB
81TE AND LEAVE THE BUILDING BROOM CLEAN.
THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO
CONSTRUCTION AND SHALL VERIFY ALL FiELD CONDITIONS PRIOR TO ACTUAL
CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS
DISCOVERED AT THiS TiME SHALL BE REPORTED BY THE CONTRACTOR
IMMEDIATELY TO THE ARCHITECT.
ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT.
SNALLGLASS fEMP��D SAFEtYUGLA55A5$ DOORS, OPERABLE GLASS)
OMISSION$ FROM THE DRAWING6 OR SPECS. OR THE MISOESCRIPTiON OF
DETAILS OF WORK WHiCH ARE MANIFESTLY NECESSARY TO CARRY OUT
THE INTENT OF THE DRAWINGS t SPECS., OR WHICH ARE CUSTOMARILY
PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH
PE A L C L 0 ENRRFOWEO S IF FLY ANND CORREY ? FORTH AD DESCRIBED iN
THE DRAWINGS AND SPECIFICATIONS.
DOORS 4 WINDOWS
WHERE INDICATED IN PLANS, (EGRESS) MUST BE MANUFACTURED TO CONFORM TO
THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS.
NON- BEARING INTERIOR PARTITIONS
ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/6" METAL STUDS 26
GA AT 24" O.C. MAX. SPACING W/ 1/2" MiN. GYPSUM DRYWALL EACH SIDE.
GLASS BLOCK (IF APPLICABLE)
MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE 6 - 1800 psi AT 20 DAYS
EXPANSION STRIPS TO BE PLACED PER MFG- SPECS.
ALL GLASS BLOCK SHALL BE INSTALLED PER F.B.G. 2001 SECTION 21212.12
ILDING IDENTIFICATION
REQUIRED APPROVED NUMBER$ OR ADDRESSES BE PLACED
ON ALL NEW AND EXISTING STRUCTURE IN SUCH POSITION A$ TO BE PLAINLY
VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND
EACH STRUCTURE, HAVING AN ADDRESS NUMBER, THE
OWNER OR PERSON IN CHARGE OF THE BUILDING,
SHALL CAUSE SUCH ADDRESS NUMBER TO BE DISPLAYED AT ALL TIMES IN
NUMERALS ON OR ADJACENT TO THE BUILDING, OR PORTION, s0 THAT TIDE
NUMERALS ARE READABLE FROM THE STREET OR THOROUGHFARE TO WHiCH
THE NUMBER APPLIES. NUMERALS SHALL BE AT LEAST SIX INCHES IN
HEIGHT FOR MULTIFAMILY RESIDENTIAL BUILDINGS-"
ANCHORAGE
METAL AND WiRE LATH:
PNEUMATICALLY FASTENED W/ "PNEU -FAST" i6 GA. STAPLE SPEC. "101 -1
TYPE I OR BETTER (HOT DIPPED)-SATIN FIN. GALVANIZED COATING, HAVING A
TENSILE STRENGTH OF 130M PSI. FASTENERS SHALL BE MIN. 1 1/2" LONG
SPACED AT 6" O.C. MAX. t SIDE LAPS SHALL BE SECURED E 9" O.C. MAX.
SECURITY NOTES
ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 + APPLIED
iN ANY MOVABLE DIRECTION.
ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER W/ 1" THROW FOR 13/4"
SOLID CORE DOOR
OPERABLE ROM EiXTERIOR WIIT DOORS INIMUM 6000 POSSIBLE OPERATED ANGEL
KEY ON KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT W/ HARDENED
BOLT OR WITH INSERT.
EXT. SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 13/4" THICK
FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED W/ A VISION SCOPE OR
VISION PANEL.
HINGES ON OUT $WINGING EXTERIOR DOORS SHALL HAVE NON - EXPOSED
SCREWS AND NON- REMOVABLE PiNS.
SINGLE SWING EXTERIOR DOORS CONNECTING LiViNG AREAS WITH GARAGE
AREAS SHALL BE SOLID CORE 13/4" THICK AND SHALL BE SECURED WITH
A LATCH AND SINGLE BOLT W/ ONE INCH MiN. THROW OR A COMBINATION
OF DEAD BOLT AND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER
ALL GLASS IN EXTERIOR DOOR$ SHALL COMPLY WITH ANSi 219.1
ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150' iN ANY
OPERABLE DIRECTION.
SLIDING GLASS DOORS t WINDOWS SHALL BE INSTALLED t CONSTRUCTED
80 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS POSITION 4 SHALL
COMPLY W/ THE AA.M.A 1303 -3 STANDARD$ FOR FORCED ENTRY RESISTANCE.
SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR FIN SYSTEM NOT
REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL.
INTERIOR DOORS TO HAVE A CYLINDRICAL TYPE LOCK SETS W/ PRIVACY
LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR
CL03ING ACCORDING TO FED. SPEC. 160 AND 1511.
OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE
LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLT$ WITH INSERT$
ENGAGING AT LEAST TWO OPPOSITE POINTS A MiN. OF 5/8 ".
ELECTRICAL, MECHANICAL AND PLUMBING NOTES
BEE MEP SHEETS. CITY OF SCU'tFI i'/IIAMI
3UILDING Or. p,r.
STRUCTURAL NOTE$ ;rs�ucrUrt 7 t;T��3N
SEE STRUCTURAL SHEETS.
j n
14335 SW 120 street
Miami, Florida, 33186
phone # (305- 408 -4025)
fax # (305- 408 -4026)
email -em fengineering@bellsouth.net
APPROVALS /REVISIONS
NOTES:
• •
ell
O M
w
H
® to
SEAL
f
►!` ft R
ENRIQUE L. FERNANDEZ P.E.
FL. REG. # 21218
PROJECT:
4
r
J C'N m ES
OWNER CONTACT: OWNER TELEPHONE:
TABU GROUP 305 - 669 -6281
SHEET TiTLE:
SPECS - INDEX
Job No. 5900 -09
Drawing No.
Drawn By. J.B.
A-1
Date: 8-3-09
OF
Scale: AS NOTED
10