Club19-Arch.ProgressSet-9.01.26.pdf

Stephen L. Griss, AIA, NCARB FL License # AR0014213

Stephen Griss Associates / Architecture 854 SE Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

2000 NW 89th Place, Unit 102, Doral, FL 33172, PH 305-898-9995 Calc Engineering / Structural Engineers

CLUB 19 OUTDOOR BAR

10500 TAFT STREET, PEMBROKE PINES, FL 33026

1840 Barcelona Terrace, Margate, FL, 33063, PH 954-372-5041 Whitlocke & Williams / M.E.P. Engineers

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-PROGRESS DRAWING-

AutoCAD SHX Text -9/01/26-

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DWG. NO.:

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DRAWING TITLE:

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

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OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

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ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

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OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

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CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

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TITLE SHEET

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CLUB 19 OUTDOOR BAR

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10500 TAFT STREET, PEMBROKE PINES, FL 33026

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AS LISTED

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SEPT 1, 2026

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SLG

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KEY PLAN - CLUB 19 PEMBROKE LAKES

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NO SCALE.

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BUILDING CODE + FIRE PREVENTION CODE INFORMATION:

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ABBREVIATION::

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DRAWINGS:

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DRAWING NUMBER

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CASEWORK & INTERIOR

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ELEVATION NUMBER

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DRAWING NUMBER

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DRAWING NUMBER

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SECTION NUMBER

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DETAIL NUMBER/

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ELEVATION MARK

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WALL TYPE

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DRAWING REVISION

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DOOR NUMBER,

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ELEVATION DESIGNATIONS

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SEE DOOR SCHEDULE

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SYMBOL LIST:

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INTERIOR ELEVATION/

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SEE PLUMBING DRAWINGS

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-PROGRESS SET-

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FLUSH FLOOR DRAIN

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VCT

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VINYL COMPOSITION TILE

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WOOD

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WITH

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WC

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WD

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VIF

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WATER CLOSET

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WITHOUT

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VERIFY IN FIELD

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VISION PANEL

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VERT.

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VERTICAL

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HEATING, VENTILATION & AIR CONDITIONING

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INTERIOR

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JUNCTION BOX

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INSULATION

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INSIDE DIAMETER

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HVAC

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JB

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INSUL.

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INT.

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JOINT

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JT.

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LB

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LAB

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LABORATORY

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POUNDS

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MECH.

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MDP

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MAT'L.

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MAX.

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LP

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NO.

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MTD.

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MISC.

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MIN.

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MFR.

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MECHANICAL

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MANUFACTURER

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MISCELLANEOUS

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MASONRY OPENING

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NOT IN CONTRACT

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NUMBER

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METAL STUD

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MOUNTED

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MINIMUM

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LIGHTING PANEL

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MAIN DISTRIBUTION PANEL

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MAXIMUM

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MATERIAL

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LOW POINT

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OUNCE

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PPSF

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PART.

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OPNG.

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OZ.

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OPP.

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ROOM

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REINF.

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RM

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QTY.

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REF.

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REV.

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PTD.

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POUNDS PER SQUARE FOOT

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ROUGH OPENING

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REINFORCING

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QUANTITY

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REFERENCE

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REVISION

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PARTITION

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PAINTED

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OUTSIDE DIAMETER

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OPENING

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OPPOSITE

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ON CENTER

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NOT TO SCALE

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STEEL

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SWGR

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SIMILAR

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SHEET

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STD.

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STRUCT.

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STL.

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SHT.

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SIM.

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SPEC.

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SWITCHGEAR

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TYP.

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UL

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TEL.

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THK

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STANDARD

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UNLESS OTHERWISE NOTED

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UNDERWRITER'S LABORATORIES

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TOP OF STEEL

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TYPICAL

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TELEPHONE

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THICK(NESS)

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STRUCTURAL

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SPECIFICATIONS

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SQUARE FEET

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LF

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LINEAR FEET

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ABOVE FINISH FLOOR

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ANODIZED

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ALUMINUM

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ANOD.

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ALUM.

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BOTTOM

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AT

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AND

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BOARD

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BUILDING

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BALL BEARING

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BLOCKING

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CLEAR

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CABINET

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CEILING

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CLOSET

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CONCRETE

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CUBIC FEET PER MINUTE

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CONCRETE MASONRY UNIT

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EACH

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DOWN

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DRAWING

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ELECTRICAL

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DRINKING FOUNTAIN

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DIAMETER

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DURANODIC

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EXISTING

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EQUAL

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ELECTRICAL PANEL

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EXHAUST

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ELEVATION

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ENGINEER

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ELECTRIC WATER COOLER

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CENTER

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BOT.

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BD.

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BLKG.

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BLDG.

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CONC.

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CLG.

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CLR

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CMU

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CLO.

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CFM

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CAB.

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EA

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ELEC.

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DIA., %%C

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DN.

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DWG.

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DUR.

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DF

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EXIST.

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EXH.

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ENGR.

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EP

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EWC

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EQ.

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EL.,ELEV.

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CTR.

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FINISH

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FIXTURE

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FLOOR

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FIRE EXTINGUISHER

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FIRE ALARM

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GAUGE

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GLASS

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GYPSUM WALLBOARD

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HOLLOW METAL

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HIGH POINT

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GALVANIZED

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FURNISH(ED)

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FLOOR DRAIN, FIRE DAMPER

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FIN.

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FL.,FLR.

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FIXT.

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FURN.

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FA

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GWB.

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GA.

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GL.

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GALV.

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EXTERIOR

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EXT.

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ARCHITECTURAL

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ARCH.

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FLORIDA BUILDING CODE, ED. 8, (2023)

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FLORIDA FIRE PREVENTION CODE, ED. 8, (2023)

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FBC

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FLFPC

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TITLE SHEET

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ELEVATIONS

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ARCHITECTURAL:

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ELECTRICAL:

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FURNITURE/EQUIPMENT PLAN

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ROOF PLAN

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PLUMBING:

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SECTIONS, DETAILS &

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SPECIFICATIONS & NOTES

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BAR EQUIPMENT SCHEDULE &

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DO NOT SCALE DRAWINGS. DIMENSIONS SUPERCEDE SCALE.

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OR THE SCHEDULE OF CONSTRUCTION.

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THE ARCHITECT OR HIS REPRESENTATIVE.

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AND BUILDING CODE.

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VERIFY ALL DIMENSIONS IN FIELD. REPORT ANY DISCREPENCIES IMMEDIATELY TO

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ALL DIMENSIONS ARE DRAWN TO THE FACE OF GYPSUM WALLBOARD METAL STUD PARTI-

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TIONS, THE CENTERLINE OF STRUCTURAL STEEL ELEMENTS, AND THE FACE OF MASONRY.

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THE ARCHITECT IS NOT RESPONSIBLE FOR THE MEANS, METHODS, SAFETY METHODS,

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GENERAL NOTES:

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.11 PROPER COORDINATION OF THE WORK OF ALL TRADES.

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BE MADE WITH WRITTEN CONSENT OF THE ARCHITECT.

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.5 PROTECTION OF EXISTING STRUCTURES TO REMAIN.

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.10 SUBMISSION OF REQUIRED SHOP DRAWINGS.

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.12 ADMINISTRATION OF JOB MEETINGS.

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.6 FURNISHING OF ALL TOOLS AND EQUIPMENT.

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.1 PERSONAL FULL TIME SUPERVISION AND COORDINATION OF THE WORK.

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HAVE BEEN DAMAGED.

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OWNER IN AMOUNTS TO HIS SATISFACTION.

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CRAFTSMAN LICENSED BY THE STATE OF FLORIDA.

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5. ELECTRICAL, PLUMBING, AND HVAC CONTRACTORS SHALL BE SKILLED, EXPERIENCED

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6. ALL CONTRACTORS SHALL PRESENT CERTIFICATES OF INSURANCE FOR MEDICAL IN-

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1. DRAWINGS AND SPECIFICATIONS ARE PROTECTED BY COPYRIGHT LAWS AND ARE THE

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4. GENERAL CONTRACTOR RESPONSIBILITIES: (OUTLINE FORM IN ADDITION TO A-201)

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3. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - AIA DOCUMENT A-201

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SURANCE, GENERAL LIABILITY, AND WORKMAN'S COMPENSATION INSURANCE TO THE

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COST OF ANY REPAIR AND REPLACEMENT OF ANY OTHER ITEM WHICH MAY

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CONTRACTOR SHALL GUARANTEE ALL MATERIALS, LABOR AND EQUIPMENT FOR A

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PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. CORRECTION OF ANY

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DEFECTS SHALL BE MADE W/ NO ADDITIONAL CHARGE AND SHALL INCLUDE THE

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IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS

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TO REVIEW THE FULL SET OF DRAWINGS, UNDERSTAND THE SCOPE OF WORK AND

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CONTACT THE ARCHITECT FOR ANY REQUIRED CLARIFICATION.

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ALL MATERIALS AND EQUIPMENT USED IN THE CONSTRUCTION OF THE BUILDING SHALL

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BE INSTALLED AND USED TO CONFORM TO MANUFACTURER'S RECOMMENDATIONS

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.8 HIRING AND FIRING OF ALL WORKERS AND SUBCONTRACTORS.

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.9 ADHERENCE TO CONSTRUCTION DOCUMENTS AND THE CORRECTION OF ERRORS.

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.13 PROVIDE PORTABLE REST ROOMS TO BE LOCATED PER LANDLORD DIRECTION.

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MAINTAIN IN CLEAN CONDITION.

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OF THE CONSTRUCTION CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.

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PROPERTY OF THE ARCHITECT AND REPRESENT HIS SERVICE TO THE OWNER FOR THIS

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PROJECT ONLY. REPRODUCTION OF THE DRAWINGS AND SPECIFICATIONS CAN ONLY

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LATEST EDITION IS HEREBY ATTACHED TO THESE SPECFICATIONS AND IS IN WHOLE PART

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DUMPSTERS AS REQUIRED AND THE LEGAL DISPOSAL OF TRASH.

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.2 REASONABLE SAFE ORDERLINESS, SITE CLEANLINESS DURING CONSTRUCTION.

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.3 FINAL SITE CLEAN UP AND PROJECT BUILDING CLEANING INCLUDING PROVIDING

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.4 SAFETY MEANS AND METHODS SUCH AS BARRICADES, PROPER TOOLS, ETC.

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.7 PURCHASE, DELIVERY, PROTECTION, AND PROPER INSTALLATION OF MATERIALS.

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THE CONTRACTOR SHALL APPLY FOR AND PAY FOR ALL MUNICIPAL AND STATE

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PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF THE PROJECT.

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THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. THE GENERAL CONTRACTOR

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SHALL COORDINATE THE CONSTRUCTION SCHEDULE, AVAILABILITY OF PARKING, SAFETY

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BARRICADE LOCATIONS, GENERAL PUBLIC SAFETY, DAILY TIMES OF CONSTRUCTION, ETC.

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WITH THE BUILDING OWNER AND ADJACENT TENANTS.

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G.C. SHALL RECEIVE OWNER'S EQUIPMENT AND ITEMS DELIVERED TO THE PREMISES BY

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DELIVERY SERVICES INTO THE TENANT INTERIOR SPACE DURING NORMAL BUSINESS HOURS.

AutoCAD SHX Text OWNER SHALL INFORM G.C. OF AFTER HOURS DEILIVERIES TO MAKE ACCOMONDATIONS AS REQUIRED.

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OWNER SHALL PROVIDE FREE STANDING FURNITURE AND SEATING (N.I.C.)

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AutoCAD SHX Text OWNER SHALL PROVIDE P.O.S SYSTEM, MUSIC, SECURITY ALARM & TELEPHONE SYSTEMS (N.I.C.).

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AutoCAD SHX Text G.C. SHALL PROVIDE ALL ELECTRICAL POWER WIRING & RECEPTACLES, ETC. AS INDICATED ON THE

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ELECTRICAL DRAWINGS FOR THIS EQUIPMENT.

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OWNER SHALL PROVIDE TV BRACKET SUPPORTS & DATA SYSTEM (N.I.C.)

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WHICH SHALL BE INSTALLED BY G.C.

AutoCAD SHX Text OWNER SHALL PROVIDE ARTWORK (N.I.C.) WHICH SHALL BE INSTALLED BY G.C. AS DIRECTED BY THE

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OWNER. SEE DRAWINGS.

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GENERAL RESPONSIBILITY NOTES:

AutoCAD SHX Text THE PROJECT AND ALL OPERATIONS SHALL COMPLY WITH NFPA 241 "STANDARD FOR SAFEGUARDING

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CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS".

AutoCAD SHX Text FOOD SERVICE EQUIPMENT AND INSTALLATION OF EQUIPMENT SHALL BE PROVIDED BY THE OWNER. (N.I.C.)

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CONTRACTOR SHALL PROVIDE ALL REQUIRED MECHANICAL, PLUMBING & ELECTRICAL

AutoCAD SHX Text LABOR, MATERIALS, CONNECTIONS AND EQUIPMENT REQUIRED FOR THE FOOD SERVICE EQUIPMENT.

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G.C. SHALL INSTALL ALL ITEMS WHICH REQUIRE ATTACHMENT TO WALLS AND, OR FLOOR.

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AutoCAD SHX Text %%uPROJECT SCOPE OF WORK%%u:

AutoCAD SHX Text THE PROJECT SCOPE INCLUDES THE CONSTRUCTION OF A 258 SQUARE FOOT OUTDOOR BAR SEATING 26 PATRONS AND

AutoCAD SHX Text %%uBUILDING CODE NOTE%%u:

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FLORIDA LICENSED CRAFTSMEN.

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4. PLUMBING WORK SHALL CONFORM TO REQUIREMENTS OF THE STATE OF FL BUILDING CODE, PLUMBING 8TH EDITION

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(2023). WORK SHALL BE PERFORMED BY STATE OF FL LICENSED CRAFTSMEN.

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THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:

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3. MECHANICAL WORK SHALL CONFORM TO REQUIREMENTS OF THE STATE OF FLORIDA BUILDING CODE, AutoCAD SHX Text MECHANICAL, 8TH ED. (2023), SMACNA AND ASHRAE AS APPLICABLE. WORK SHALL BE PERFORMED BY STATE OF

AutoCAD SHX Text ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE STATE OF FLORIDA BUILDING CODE, 8TH EDITION, (2023)

AutoCAD SHX Text FLORIDA BUILDING CODE, 8TH EDITION, (2023) AND SHALL BE PERFORMED BY STATE OF FL LICENSED ELECTRICIANS.

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2. ELECTRICAL WORK SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND THE STATE OF

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AND BUILDING CODE AMENDMENTS IN EFFECT.

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AutoCAD SHX Text A NEW ROOF ROOF ABOVE THE AREA ON THE EXISTING SOUTH PATIO. THE SCOPE OF WORK INCLUDES GENERAL

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5. FLORIDA FIRE PREVENTION CODE, 8TH EDITION BASED ON NFPA 1 FIRE CODE, 2021 EDITION AND NFPA 101

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LIFE SAFETY CODE, 2021 EDITON.

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CONSTRUCTION, ELECTRICAL AND PLUMBING WORK.

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%%UCONSTRUCTION TYPE%%U: TYPE 5-A, PROTECTED WITH FIRE SPRINKLER SYSTEM

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%%UAREAS & OCCUPANCY LOADS%%U:

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GROSS AREA: 11,950 S.F

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%%UBUILDING USE%%U: RECREATION CENTER - ASSEMBLY 'A-2' - NO CHANGE OF USE.

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%%UALTERATION LEVEL%%U: EXISTING BUILDINGS, CH. 4 AND 7.

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CLASSIFICATION OF WORK IS ALTERATION LEVEL 2.

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COMPLIANCE METHOD: PRESCRIPTIVE

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TOTAL INTERIOR OCCUPANTS = 497, NOT AFFECTED BY SCOPE OF WORK

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%%UFBC%%U TABLE 1004.1.2, %%UFFPC%%U TABLE 7.3.1.2

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EXTERIOR MASONRY WALLS, PRE-ENGINEERED WOOD ROOF TRUSSES

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%%UFL FIRE PREVENTION CODE NOTES%%U:

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AutoCAD SHX Text SEE BUILDING CODE + FIRE PREVENTION CODE INFORMATION CHART FOR COMPLIANCE PROVISIONS.

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SEE REFLECTED CEILING PLAN & ELECT. LIGHTING PLAN FOR EMERGENCY & EXIT LIGHTING.

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SEE FLOOR PLAN FOR FIRE EXTINGUISHER TYPES AND LOCATIONS.

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AutoCAD SHX Text %%uFIRE RATED PARTITIONS%%U:

AutoCAD SHX Text %%uCOMBUSTIBLE MATERIAL USE NOTE%%u:

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OF FBC SECTION 603. THIS APPLIES IN PARTICULAR TO WOOD BLOCKING IN

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USE OF COMBUSTIBLE MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS

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WALLS AND CONCEALED SPACES, FINISHES AND TRIM, ETC. AS APPLICABLE. PLEASE

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NOTE THAT THE SPACE ABOVE THE SUSPENDED CEILINGS IN THIS PROJECT IS %%UNOT

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DESIGNED AS A RETURN AIR PLENUM SPACE.

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%%UINTERIOR WALL AND CEILING FINISHES%%U:

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%%UHANDICAP ACCESSIBILITY%%U: PROVIDED BY THE EXISTING:

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H.C. ACCESSIBLE PARKING SPACES.

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ON-GRADE ENTRIES.

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ACCESSIBLE REST ROOMS.

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36" MINIMUM WIDE DOORS.

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%%UFBC%%U TABLE 508.4

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EXISTING 1 HR. FIRE RATED PARTITIONS AROUND TELEPHONE/ELECTRICAL ROOM

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2 REQUIRED & 8 PROVIDED.

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EXCEPTION #1: WITH FIRE SPRINKLER SYSTEM - 250 FEET

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LEVEL COMPONENTS: DOORS/RAMPS/CORRIDORS:

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%%UMIN. DOOR CLEAR OPENING%%U:FBC 11-404.2.3, FFPC NFPA 101 7.2.1.2.3.2

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CORRIDORS/AISLES: 44"

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%%UMINIMUM EXIT PASSAGEWAY WIDTH%%U:

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AREAS SERVING LESS THAN 50 OCCUPANTS: 36"

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%%UFBC%%U 1005.3.2. - 0.2" PER OCCUPANT.

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%%UFBC%%U TABLE 1020.3: FFPC 12.2.5.10.2

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32" MINIMUM CLEAR WIDTH

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%%UCORRIDOR FIRE-RESISTANT RATING%%U: FBC TABLE 1020.2

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(OCCUPANT LOAD > 30) ASSEMBLY USE WITH SPRINKLER SYSTEM: 0

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%%UFBC%%U 1005.3.1- 0.3" PER OCCUPANT.

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STAIR: (N/A)

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%%UMINIMUM EGRESS WIDTHS%%U: FBC TABLE 1005.1 - FFPC NFPA 101 - TABLE 7.3.3.1

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%%UMEANS OF EGRESS%%U: FBC TABLE 1006.3.1 - FFPC 7.4

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%%UMAXIMUM TRAVEL DISTANCE%%U: FBC TABLE 1017.2, FFPC 12.2.6.2

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%%UMAX. DEAD END CORRIDOR%%U: FBC SECTION 1020.5, FFPC 12.2.5.3

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SHALL NOT EXCEED 20 FEET

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INTERIOR WALL AND CEILING FINISHES PER FBC TABLE 803.11 & FFPC 10.2 & 12.4.9.3

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EXIT ENCLOSURES AND EXIT PASSAGEWAYS: MIN. CLASS 'B'

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CORRIDORS: MIN. CLASS 'B'

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ROOM AND ENCLOSED SPACES: MIN. CLASS 'C'

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ASSEMBLY USE 'A-2', WITH A FIRE SPRINKLER SYSTEM:

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FLOOR FINISHES: SHALL BE IN ACCORDANCE WITH FBC SECTION 804 & FPPC 10.2.7

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FLOOR FINISHES SHALL BE CLASS I OR CLASS II.

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OCCUPANCY =

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DINING ROOM 'A', 'B' & LOUNGE. =

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KITCHEN: 1,168 S.F/100

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LADIE'S LOCKER ROOM/RESTROOM: 550 SF./50

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MEN'S LOCKER ROOM/RESTROOM: 740 S.F./50

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MANAGER OFFICE:148 S.F./100

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CATERING OFFICE: 200 S.F./100

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ATTENDENT: 100 S.F./100

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%%UEXISTING BUILDING%%U:

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309 SEATS

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REFERENCE: ORIGINAL DOCUMENTS REV. 3, DATED 4/30/00

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CARD ROOM:132 S.F./15

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BAR & SNACK SERVICE:

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LOBBY

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PREPARED BY SYNALOVSKI GUTIERREZ ARCHITECTS.

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HALLS, ETC.

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CONFORMING TO UL #U165.

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PROPOSED OUTDOOR BAR ADA SEATING SPACE.

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DESIGN CRITERIA & GENERAL NOTES

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STRUCTURAL;

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FLOOR PLAN

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FOUNDATION PLAN

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REFLECTED CEILING PLAN

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ROOF FRAMING PLAN

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STANDARD DETAILS

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SPECIFICATIONS & NOTES

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DOOR SCHEDULE & DETAILS

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DOOR SCHEDULE & DETAILS

BAR

BAR

WOMEN'S

LOCKER RM.

MEN'S

LOCKER RM.

WOMEN'S

RESTROOM

MEN'S

RESTROOM

CARD RM.

LOCKER CORRIDOR

ATTENDANTVEST.VEST.

STORAGE

FIRE

SPRNK.

PLANTER

PLANTER

RAMP

SNACK

BAR

P.O.S.

MAIN CORRIDOR

LOUNGE

FURNITURE / EQUIPMENT PLAN

Stephen L. Griss, AIA, NCARB

FL License # AR0014213

1 2

11 9 8 7 5

13 10

1 12

P.O.S.

12 15

RESTROOMS

13A

9A10A

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DN.

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DN.

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LIFT

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DN.

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DN.

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UP

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PASS-THRU WINDOW

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NEW COUNTER

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NEW DOOR

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NEW STEPS

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EX. COL.

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42" HIGH DRINK RAIL

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GLASS

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RACK

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BAR

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SINK

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48"REF.

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BOT.STO.

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 6'-7"

AutoCAD SHX Text 10'-1"

AutoCAD SHX Text 17'-11"

AutoCAD SHX Text 20'-8"

AutoCAD SHX Text 34'-7"

AutoCAD SHX Text 28'-0"

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BAG 'N BOX

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SODA

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EQUIPMENT NOT SHOWN

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FLOOR ELEV. -12"

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SCALE: 1/4" = 1'-0"

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-PROGRESS DRAWING-

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DWG. NO.:

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DRAWING TITLE:

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

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OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

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ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

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OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

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CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

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FURNITURE/EQUIPMENT PLAN

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CLUB 19 OUTDOOR BAR

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10500 TAFT STREET, PEMBROKE PINES, FL 33026

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AutoCAD SHX Text 1/4" = 1'-0"

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SEPT. 1, 2026

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SLG

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DUMP

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SINK

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48"REF.

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SPEEDRAIL

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ACCESS

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NEW COL.

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GLASS

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WASHER

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BLENDER

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FILLER

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FLIP-UP TOP

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ADA ACCESS

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FLIP-UP COUNTER

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AutoCAD SHX Text No

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AutoCAD SHX Text 48" Back Bar Refrigerator

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AutoCAD SHX Text 36" Speedrail

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AutoCAD SHX Text Ice Bin

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AutoCAD SHX Text Underbar Hand Sink

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POS

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EQUIPMENT SCHEDULE

AutoCAD SHX Text Glasswasher

AutoCAD SHX Text Blender

AutoCAD SHX Text Bottle Display Rack

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AutoCAD SHX Text Trash Can

AutoCAD SHX Text 3-Compartment Sink w/ Faucet

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AutoCAD SHX Text Custom Drainboard

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ICE BIN

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AutoCAD SHX Text Exist. Ice Bin

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AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

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3-BAY

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SINK

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 5'-1"±

AutoCAD SHX Text '_zoom

AutoCAD SHX Text 28"

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AutoCAD SHX Text 7'-7"

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EX. COL. (TYP.)

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EX. COL. (TYP.)

AutoCAD SHX Text 8'-10"(V.I.F.)

AutoCAD SHX Text 17'-8" (V.I.F.)

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 15'-7"±

AutoCAD SHX Text 12'-2" (V.I.F.)

AutoCAD SHX Text 12'-2" (V.I.F.)

AutoCAD SHX Text 8'-7"±

AutoCAD SHX Text 12'-4" (V.I.F.)

AutoCAD SHX Text 16'-5" (V.I.F.)

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68" KEGERATOR

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ICE BIN

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AutoCAD SHX Text Faucet

AutoCAD SHX Text 9A

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AutoCAD SHX Text Faucet

AutoCAD SHX Text 10A

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AutoCAD SHX Text Faucet

AutoCAD SHX Text 13A

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%%UNOTE%%U: SEE DWG. A-2 FOR COMPLETE EQUIPMENT SCHEDULE.

%%UNOTE%%U: SEE DWG. A-2 FOR COMPLETE EQUIPMENT SCHEDULE.

RAMP BELOW

BAR BELOW

REFLECTED CEILING PLAN

Stephen L. Griss, AIA, NCARB FL License # AR0014213

NEW ROOF

NEW ROOF

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NEW COL.

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NEW COL.

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EX. COL.

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EX. COL.

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EXIST. CONC. BEAM

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EXIST. CONC. BEAM

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EXIST. CONC. BEAM

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SCALE: 1/4" = 1'-0"

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DN.

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

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OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

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ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

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OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

AutoCAD SHX Text

CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

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BAR EQUIPMENT SCHEDULE &

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REFLECTED CEILING PLAN

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CLUB 19 OUTDOOR BAR

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10500 TAFT STREET, PEMBROKE PINES, FL 33026

AutoCAD SHX Text A-2

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

SEPT. 1, 2026

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SLG

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NEW COL.

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NEW COL.

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NEW COL.

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KW

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HP

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NEMA

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AutoCAD SHX Text AFF (in)

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AutoCAD SHX Text ACH (in)

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AutoCAD SHX Text Rough-In

AutoCAD SHX Text Gas

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MBTUH

AutoCAD SHX Text Gas

AutoCAD SHX Text AFF (in)

AutoCAD SHX Text Plumbing

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AutoCAD SHX Text 48" Back Bar Refrigerator

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AutoCAD SHX Text 36" Speedrail

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AutoCAD SHX Text Ice Bin

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AutoCAD SHX Text Underbar Sink Unit

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POS

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AutoCAD SHX Text 2.3

AutoCAD SHX Text 1/7

AutoCAD SHX Text 5-15P

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AutoCAD SHX Text X

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AutoCAD SHX Text 68" Kegernator

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AutoCAD SHX Text X

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AutoCAD SHX Text Glass Storage w/ doors

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BAR EQUIPMENT SCHEDULE

AutoCAD SHX Text Glasswasher

AutoCAD SHX Text Blender

AutoCAD SHX Text Bottle Storage Unit

AutoCAD SHX Text By Owner

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AutoCAD SHX Text 1/7

AutoCAD SHX Text 5-20P

AutoCAD SHX Text 2.3

AutoCAD SHX Text 16.0

AutoCAD SHX Text 11.5

AutoCAD SHX Text 0.10

AutoCAD SHX Text 2.3

AutoCAD SHX Text

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AutoCAD SHX Text 5-15P

AutoCAD SHX Text 5-15P

AutoCAD SHX Text Trash Container

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TBD

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UB4-21-LD36

AutoCAD SHX Text 3-Compartment Sink

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AutoCAD SHX Text Custom Drainboard

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EXTERIOR CANOPY LIGHT

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9.52" X 9.52" X 3.26" EXTERIOR LED LUMINAIRE, CEILING MOUNT, DIE CAST ALUMINUM

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HOUSING W/ WHITE FINISH, 28 W, 4000 K, 3,780 LUMEN LED LAMP

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HALCO PROLED SELECT CANOPY #CSP-28-CS-U-WH

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LIGHT FIXTURE SCHEDULE

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EXIST. COL.

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EDGE OF EX. ROOF

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EDGE OF EX. ROOF

AutoCAD SHX Text Supplied by Owner.

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UBSR1-36

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UB4-18-1BCP36-8

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UB4-21-GC241

AutoCAD SHX Text D62828

AutoCAD SHX Text L-1C

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MKC68GR

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MBB48GGR

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UB4-21-1012HST-12-PG

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UB4-21-3365

AutoCAD SHX Text BK Resources

AutoCAD SHX Text Vitamix

AutoCAD SHX Text CMA Dishmachines

AutoCAD SHX Text Altosa USA, Inc.

AutoCAD SHX Text Rubbermaid

AutoCAD SHX Text 1955959

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1. TBD - TO BE DETERMINED AND SLECTED BY OWNER.

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2. VERIFY ALL KITCHEN EQUIPMENT AND MODEL NUMBERS WITH OWNER AND VENDOR.

AutoCAD SHX Text %%uNOTES%%u:

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AutoCAD SHX Text 9A

AutoCAD SHX Text 13A

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AutoCAD SHX Text Faucet

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AutoCAD SHX Text Faucet

AutoCAD SHX Text T&S Brass & Bronze Works

AutoCAD SHX Text B-1110

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KR19-R90

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AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/2"

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AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text Altosa USA, Inc.

AutoCAD SHX Text BK Resources

AutoCAD SHX Text BK Resources

AutoCAD SHX Text BK Resources

AutoCAD SHX Text BK Resources

AutoCAD SHX Text BK Resources

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UB4-21-SS12-GR-PG & BK-PB1014

AutoCAD SHX Text BK Resources

AutoCAD SHX Text Krowne

AutoCAD SHX Text T&S Brass & Bronze Works

AutoCAD SHX Text

B-0226-WH4

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AutoCAD SHX Text Faucet

AutoCAD SHX Text T&S Brass & Bronze Works

AutoCAD SHX Text 10A

AutoCAD SHX Text B-1115

B-1115

RAMP BELOW

BAR BELOW

ROOF PLAN

Stephen L. Griss, AIA, NCARB

FL License # AR0014213

EXISTING ROOF

NEW ROOF

NEW ROOF

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NEW COL.

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NEW COL.

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EXIST. COL.

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EXIST. COL.

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EXIST. CONC. BEAM

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EXIST. CONC. BEAM

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EXIST. CONC. BEAM

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SCALE: 3/16" = 1'-0"

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DN.

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DN.

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DN.

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DN.

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-PROGRESS DRAWING-

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DWG. NO.:

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DRAWING TITLE:

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

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OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

AutoCAD SHX Text

ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

AutoCAD SHX Text

OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

AutoCAD SHX Text

CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text

CLUB 19 OUTDOOR BAR

AutoCAD SHX Text

10500 TAFT STREET, PEMBROKE PINES, FL 33026

AutoCAD SHX Text A-3

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

SEPT. 1, 2026

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SLG

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NEW COL.

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DN.

SOUTH ELEVATION

EAST ELEVATION

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-PROGRESS DRAWING-

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DRAWING TITLE:

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

AutoCAD SHX Text

OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

AutoCAD SHX Text

ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

AutoCAD SHX Text

OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

AutoCAD SHX Text

CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

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ELEVATIONS

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CLUB 19 OUTDOOR BAR

AutoCAD SHX Text

10500 TAFT STREET, PEMBROKE PINES, FL 33026

AutoCAD SHX Text A-4

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

JUNE 1, 2026

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SLG

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SCALE: 3/16" = 1'-0"

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SCALE: 3/16" = 1'-0"

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EXISTING CONCRETE TILE ROOF

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NEW METAL PANEL ROOF OVER PATIO

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EXISTING CONCRETE TILE ROOF

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EXISTING CONCRETE TILE ROOF

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NEW METAL PANEL ROOF OVER PATIO

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OUTDOOR BAR

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COVERED WALKWAY RAMP

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OUTDOOR BAR

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COVERED WALKWAY RAMP

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DOOR TO SNACK BAR

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ALUM. COLUMN, SEE STRUCTURAL DWGS.

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ALUM. COLUMN, SEE STRUCTURAL DWGS.

ALUM. COLUMN, SEE STRUCTURAL DWGS.

A

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TILE FLOOR FINISH OVER

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FRP OVER 5/8" DENSGLASS EXT. SHEATHING

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REINFORCED 8" CMU

AutoCAD SHX Text 42"

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SERVICE SIDE

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CUSTOMER

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SIDE

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SCALE: 1" = 1'-0"

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BAR SECTION

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CONCRETE SLAB (V.I.F.)

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EXTERIOR

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OVER M.S. HAT FURRING, 16" O.C.

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REINFORCED U-BLOCK BEAM

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W/ (2) #4 RE-BAR.

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GRANITE COUNTER

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MATERIAL & DETAILS

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CERAMIC TILE FINISH

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12" HIGH 5/8" CEMENT BD.

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POCKETBOOK HOOK

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FOOT REST

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LED ROPE LIGHT

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SERVICE SIDE

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ADA COUNTER FOR INTERIOR OR EXTERIOR BAR

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SCALE: 1" = 1'-0"

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ADA BAR DETAIL

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16" FOLDING SHELF BRACKET

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BLACK FINISHED STAINLESS STEEL

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MANUFACTURER: RAVINTE OR EQUAL

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FILL W/ CONCRETE OR MORTAR.

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3/4" MARINE PLYWOOD

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SCALE: 1" = 1'-0"

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DRINK RAIL SECTION

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UNDISTURBED BASE

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CERAMIC TILE BASE

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GRANITE COUNTER

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PAINT OVER (2) COAT STUCCO

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BOTH SIDES OF WALL

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CERAMIC TILE OVER CONCRETE SLAB

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REMOVE & REPLACE AS REQUIRED TO

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BLEND WITH EXISTING

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#5 RE-BAR 32" O.C.

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#5 RE-BAR CONTINUOUS

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SELECTED BY OWNER

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GRANITE COUNTER

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SELECTED BY OWNER

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TRENCH REPAIR

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SCALE: 1 1/2" = 1'-0"

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CONCRETE SLAB

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12", #4 RE-BAR DOWEL, 18" O.C. MIN. SET

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INTO EXIST. SLAB W/ HIGH STRENGTH

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CONSTRUCTION EPOXY

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6 MIL POLYETHYLENE VAPOR BARRIER

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4" MIN. THICK CLEAN, COMPACTED

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SAND BASE

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UNDISTURBED SUB-GRADE

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SAWCUT EXISTING CONCRETE SLAB

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4" MIN. CONCRETE SLAB OR EQUAL TO EXISTING THICKNESS

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CONCRETE SLAB REPAIR, CUTTING & INFILL FOR THE

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INSTALLATION OF PLUMBING LINES, ELECTRICAL CONDUIT, ETC.

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%%UNOTE%%U:

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EXTERIOR SLAB LOCATIONS DO NOT

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REQUIRE TERMITE TREATMENT AND

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POLYETHYLENE VAPOR BARRIER.

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3,500 PSI @ 28 DAYS W/ 6X6, 1.4 X 1.4 REINFORCING

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-PROGRESS DRAWING-

AutoCAD SHX Text -9/01/26-

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DWG. NO.:

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DRAWING TITLE:

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DESCRIPTION

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DRAWN BY:

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SCALE:

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REV.

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DATE:

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DATE

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THIS DRAWING PREPARED BY STEPHEN GRISS ASSOCIATES IS PROTECTED BY

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COPYRIGHT LAWS & CONTAINS INFORMATION THAT IS CONFIDENTIAL OR PRIVILEGED

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OR INFORMATION BY ANY PARTY OR INDIVIDUAL OTHER THAN STEPHEN GRISS

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ASSOCIATES WITHOUT THEIR WRITTEN PERMISSION IS STRICTLY PROHIBITED.

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OR BOTH. ANY DISCLOSURE, COPYING, DISTRIBUTION OR USE OF THIS DRAWING

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CONFIDENTIALITY NOTICE:

AutoCAD SHX Text FL #AR0014213, CT #ARI.0005026, E-Mail Address:sgrissarch@aol.com

AutoCAD SHX Text 854 S.E. Courances Drive, Port St. Lucie, FL 34984, PH 954-257-1243

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SECTIONS, DETAILS &

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DOOR SCHEDULE & DETAILS

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CLUB 19 OUTDOOR BAR

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10500 TAFT STREET, PEMBROKE PINES, FL 33026

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AS LISTED

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SEPT. 1, 2026

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SLG

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EXTERIOR

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DOOR SCHEDULE

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NUMBER

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FROM

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TO

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WIDTH

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LOCATION

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THICKNESS

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HEIGHT

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MATERIAL

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ELEVATION

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FINISH

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LABEL

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DOOR

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DESIGNATION

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DEPTH

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HEAD

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L. JAMB

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MATERIAL

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R. JAMB

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FINISH

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FRAME

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THRESHOLD

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LABEL

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HARDWARE

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NOTES

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ANOD.

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AL.

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ANOD.

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AL./GL.

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AL.

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COMPLETE WEATHERSTRIPPING & ALUM. SILL.

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LOCKSET W/ LEVER HANDLE, KEYED DEADBOLT 2 PAIR B/B HINGES, DOOR CLOSER,

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DOOR ELEVATIONS

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SCALE: 1/4" = 1'-0"

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DINING

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EXTERIOR STOREFRONT DOOR

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%%UNOTE%%U: ALL EXISTING DOORS ARE TO REMAIN.

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MAXIMUM TRANSITION HEIGHT AT DOORWAY

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THRESHOLDS SHALL BE 1/2" IN ACCORDANCE

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WITH FL BUILDING CODE SECTION 404.2.5

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STOREFRONT DOOR & WINDOW SYSTEM DOES NOT REQUIRE STORM SHUTTER PROTECTION.

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& SEALANT

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SHIM, BACKER ROD

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ANCHOR W/ MIN. 2 ""18""

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LAMINATED IMPACT

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GLASS

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DOW 995 SILICONE SEALANT

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HEAD

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2 " (TYP.)12" (TYP.)

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5" (TYP.)

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ADJACENT

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HEAD

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MASONRY

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EMBEDMENT

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W/ MIN. 2 " EMBEDMENT18" EMBEDMENT

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DOW 995 SILICONE SEALANT

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SET IN BED OF SEALANT

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STOREFRONT SYSTEM WITH HURRICANE IMPACT RESISTANT MODEL 35H SWING DOOR.

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LAMINATED IMPACT

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GLASS

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ADJACENT

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WALL

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MASONRY

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BUTT HINGE

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DOW 995 SILICONE SEALANT

AutoCAD SHX Text 1/4" x 4" TAPCON MASONRY ANCHOR

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INDICATED & IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS.

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INSTALL AS REQUIRED FOR IMPACT RESISTANCE, MIAMI DADE NOA, WIND PRESSURES

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LAMINATED IMPACT

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GLASS

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SILL

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JAMB

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ADJACENT TO MASONRY

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SEALANT

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SHIM, BACKER ROD &

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DETAILS INDICATE HURRICANE IMPACT RESISTANT YKK AP AMERICA YHS 50

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STOREFRONT DOOR DETAILS

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SCALE: 3" = 1'-0"

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%%UNOTE%%U:

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3.

AutoCAD SHX Text %%uDIVISION 3 - 03300 CONCRETE%%u:

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AFFECTING CONCRETE IS COMPLETED. PROVIDE EXPANSION JOINTS IN SLABS

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OR SECTIONS. DO NOT BEGIN PLACEMENT UNTIL WORK OF OTHER TRADES

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PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS

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CONCRETE REINFORCEMENT SHALL CONFORM TO: ASTM A-615, GRADE 60.

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"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

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PLACING DRAWINGS AND RE-BAR LISTS SHALL CONFORM TO A.C.I.'S

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PROTECT CONCRETE FROM PHYSICAL DAMAGE AND REDUCED STRENGTH DUE

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WITH HAND RODDING AND TAMPING, SO THAT CONCRETE IS WORKED AROUND

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CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING EQUIPMENT

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AT NO GREATER THAN 20'-0" O.C, DIRECTIONS BY MECHANICAL SAWCUTTING.

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REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND WELL

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STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED

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CONCRETE REINFORCEMENT DETAILS SHALL CONFORM TO: A.C.I.'S "MANUAL OF

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REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO ALL PART OF THE FORMS.

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TO WEATHER EXTREMES DURING MIXING, PLACEMENT AND CURING.

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CONCRETE HAS REACHED THE DESIGN MINIMUM COMPRESSIVE STRENGTH

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BE SUPPORTED BY THE STRUCTURE. DO NOT REMOVE SUPPORTS UNTIL

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ICAL AND LATERAL LOADS THAT MIGHT BE APPLIED UNTIL SUCH LOADS CAN

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MOIST CURING UNTIL FORMS ARE REMOVED. PROVIDE PROTECTION AS

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MOIST FOR NOT LESS THAN 72 HOURS. CURE FORMED SURFACES BY

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FROM EXPOSED SURFACES. WHERE POSSIBLE, KEEP CONTINUOUSLY

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BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED

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DESIGN, ERECT, SUPPORT, BRACE AND MAINTAIN FORM WORK TO SUPPORT VERT-

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UNFORMED CONCRETE BELOW GRADE:

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FORMED CONCRETE BELOW GRADE:

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CONCRETE SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE

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ASTM C-172.

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MATERIALS, HARDENERS, CURING MATERIALS, ETC.

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CRSI "MANUAL OF STANDARD PRACTICE"

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ASTM C-94, ACI 347, ACI 304 AND ACI 305.

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ASTM C-494.

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CLEAN & POTABLE.

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ASTM C-150.

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ASTM C-33.

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CONCRETE COVER SHALL BE AS FOLLOWS:

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MASSIVE SECTIONS, PAVEMENTS & SLABS:

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CONCRETE SLUMP SHALL BE AS FOLLOWS:

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MATERIALS, INCLUDING REINFORCEMENT, FORMING ACCESSORIES, ADMIXTURES, JOINT

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BACK-UP MATERIAL SHALL BE INCLUDED IN THE SUBMITTAL.

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ASTM C-39 ONE (1) SET PER 50 CU. YDS. OR FRACTION

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ASTM C-143 ONE (1) ONE TEST PER LOAD.

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THEREOF. FOUR (4) CYLINDERS PER SET.

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ASTM C-31 ONE (1) PER SET OF SPECIMEN.

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WORK. CONCRETE PROPORTIONING WILL COMPLY WITH ACI 211 AND ACI 301,

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CONCRETE MATERIALS SHALL COMPLY WITH THE FOLLOWING STANDARDS:

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SECTION 3.8. METHOD II OR METHOD III SHALL BE USED. ALL PERTINENT

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PROVIDE CONCRETE MIX DESIGN DATA FOR APPROVAL PRIOR TO START OF

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PROVIDE TWO (2) COPIES OF MANUFACTURER'S SPECIFICATIONS FOR PROPRIETARY

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ASTM C-260: 2% TO 4%

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ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"

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CONCRETE TESTING: SHALL BE PERFORMED IN ACCORDANCE W/ THE FOLLOWING:

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ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE".

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PORTLAND CEMENT:

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AGGREGATES:

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BEAMS AND COLUMNS:

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INTERIOR SLABS:

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EXTERIOR SLABS:

AutoCAD SHX Text %%uELEMENT:

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HEAVY SLABS, BEAMS & WALLS:

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EXPOSED UNPROTECTED CONCRETE:

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AIR-ENTRAINING ADMIXTURE:

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WATER-ENTRAINING ADMIXTURE:

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WATER:

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AIR CONTENT:

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SAMPLING:

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COMPRESSIVE STRENGTH:

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SLUMP:

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FOLLOWING STANDARDS:

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%%UMAXIMUM:

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TIED WITH BAR SUPPORTS, TIE WIRES AND SPACERS.

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BY THE CONCRETE REINFORCING STEEL INSTITUTE.

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STRUCTURES", A.C.I. 315, LATEST EDITION.

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REQUIRED TO PREVENT DAMAGE TO EXPOSED SURFACES.

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INDICATED.

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SLEEVES AND ALL INSERTS SHALL CONFORM TO REQUIREMENTS OF A.C.I. 318

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PROVIDE 6 X 6, W1.4 X W1.4 WELDED WIRE FABRIC (WWF) IN SLABS ON GRADE

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UNLESS OTHERWISE NOTED. INSTALLATION SHALL COMPLY WITH ASTM A-185.

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REINFORCING BARS SHALL BE SPACED A MINIMUM OF 48 DIAMETERS OR 24"

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%%ULAP

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SECTION 6.3. DO NOT CAST ALUMINUM ITEMS INTO CONCRETE.

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SLAB ELEVATIONS ARE NOTED TO TOP OF SLAB (T.O.S.)

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WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED, RE: LAP SPLICES

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%%UBAR SIZE

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SCHEDULE BELOW:

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AutoCAD SHX Text %%uCONCRETE%%u: SHALL BE NORMAL WEIGHT (145 PCF) WITH COMPRESSIVE

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STRENGTH = 3,500 PSI FOR SLABS-ON-GRADE.

AutoCAD SHX Text %%uDIVISION 1 - GENERAL CONDITIONS%%u:

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1. SEE DRAWING T-1 FOR GENERAL CONDITIONS

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%%ULAP

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%%UBAR SIZE

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IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

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ALL MATERIALS, EQUIPMENT AND PRODUCTS SHALL BE PACKAGED, DELIVERED, STORED

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OUT OF WEATHER IN A CLEAN, DRY LOCATION AND PROTECTED PROPERLY FROM DAMAGE

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AutoCAD SHX Text %%uDIVISION 4 - MASONRY%%U:

AutoCAD SHX Text %%u04200 CONCRETE MASONRY%%U:

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INTO THE BEAM OR SLAB BELOW.

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THE UPPERMOST C.M.U..

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ASTM C-207

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ASTM C-150

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CLEAN AND POTABLE

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ASTM C-144 OR C-404

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ASTM C-90, NORMAL WEIGHT, GRADE N, TYPE 1.

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IS GREATER MINIMUM WHERE SPLICED AND WIRED TOGETHER.

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WHEN GROUTING IS STOPPED OR INTERRUPTED FOR MORE THAN ONE (1) HOUR

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MASONRY…