new renovation jaa architecture sawgrass cabana …...without contract documents, or where required,...

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ROOF FLOOR ROOF/FLOOR

1. ALL FINISH HARDWARE TO BE ADA COMPLIANT SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA 101 LIFE SAFETY CODE

2. CONTRACTOR SHALL PROVIDE EXIT DOOR TACTILE SIGNAGE (PER NFPA 101,7.10.1.3). EXIT TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN. SIGNAGE SHALL MEET ALL ACCESSIBLE REQUIREMENTS. TO BE MOUNTED ON LATCH SIDE OF DOOR, 60" AFF.

3. TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT

4. TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1, AMERICAN NATIONAL STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

5. ACCESSIBLE ELEMENTS AND SPACES THE FACILITY HAS BEEN DESIGNED TO COMPLY WITH THE PROVISIONS OF CH. - 11 IN THE FLORIDA BUILDING CODE. FOR ALTERATIONS OF EXISTING BUILDINGS 20% OF THE BUDGET HAS BEEN DEDICATED TO ADA IMPROVEMENTS WITH PRIORITY BEING GIVEN TO THE FOLLOWING ELEMENTS (IN ORDER) A. ACCESSIBLE ENTRANCE B. ACCESSIBLE ROUTE TO ALTERED AREA C. AT LEAST ONE ACCESSIBLE RESTROOM

FOR EACH SEX OR A SINGLE UNISEX RESTROOM. D. ACCESSIBLE TELEPHONES E. ACCESSIBLE DRINKING FOUNTAINS F. WHEN POSSIBLE, ADDITIONAL ACCESSIBLE

ELEMENTS SUCH AS PARKING, STORAGE, AND ALARMS

6. FIRE EXTINGUISHERS SHALL BE PROVIDED, INSTALLED, INSPECTED AND TAGGED BY A LICENSED FIRE EXTINGUISHER COMPANY.

7. ALL LOCKED DOORS WITHIN THE DESIGNED FACILITY IF PROVIDED WITH A LOCK, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFECT FOR OPERATION FROM THE EGRESS SIDE.

8. CONTRACTOR WILL PROVIDE AN EXTERIOR ELECTRICAL DISCONNECT IF ONE DOES NOT CURRENTLY EXIST.

9. THIS PROJECT DOES CONTAIN LIGHT FRAME TRUSS TYPE MATERIALS AND DOES NEED TO BE LABELED ACCORDING TO FAC 69A-60.OO81.

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JAA Architecture2716 ST JOHN'S AVE

ABBREVIATIONS SYMBOLS GENERAL NOTES CODE SUMMARYA-INTENT & USE OF CONSTRUCTION DOCUMENTS

1. THE PURPOSE OF THESE DOCUMENTS IS TO CONVEY DESIGN INTENT ONLY. THE CONTRACTOR SHALL A) BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK, B) PROMPTLY NOTIFY ARCHITECT IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, AND C) OBTAIN ALL REQUISITE BUILDING AND OTHER PERMITS REQUIRED IN CONNECTION WITH THE WORK.

2. THE CONTRACTOR WILL BE PRESUMED TO HAVE INSPECTED THE SITE AND TO HAVE READ AND TO BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND SPECIFICATIONS. THE FAILURE OR OMISSION OF ANY CONTRACTOR TO EXAMINE ANY FORM, INSTRUMENT OR DOCUMENT SHALL IN NO WAY RELIEVE THE CONTRACTOR FROM ANY OBLIGATION IN RESPECT TO HIS WORK.

3. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS, OR WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLE FOR SUCH PORTION OF THE WORK.

4. THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DECISIONS OF ARCHITECT AS TO THE ITEMS OF WORK INCLUDED WITHIN THE SCOPE OF THESE DOCUMENTS SHALL BE FINAL AND BINDING ON THE CONTRACTOR AND THE OWNER.

5. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER RECOURSE. ARCHITECT MAY OR MAY NOT ACCEPT NON-COMPLYING ITEMS SUBJECT TO ANY ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE ARCHITECT AND/OR THE OWNER.

B-PERMITS, FEES, TAXES, & NOTICES

1. THE CONTRACTOR SHALL PAY ALL SALES, CONSUMER, AND OTHER SIMILAR TAXES FOR THE WORK OR PORTIONS THEREOF PROVIDED BY THE CONTRACTOR WHICH ARE LEGALLY ENACTED AT THE TIME OF CONSTRUCTION.

2. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.

4. THE CONTRACTOR SHALL EXERCISE REASONABLE EFFORT TO MAKE CERTAIN THAT THE CONTRACT DOCUMENTS ARE IN ACCORDANCE WITH APPLICABLE LAWS, STATUTES, BUILDING CODES AND REGULATIONS. IF THE CONTRACTOR OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY ARCHITECT IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ACCOMPLISHED BY APPROPRIATE MODIFICATION.

5. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO DESIGNER, HE SHALL ASSUME FULL RESPONSIBILITY THEREFORE AND SHALL BEAR ALL COSTS ATTRIBUTABLE THERETO.

C-COORDINATION & SUPERVISION

1. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED OTHERWISE.

2. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS OR INSTALLATIONS.

3. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER/REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED OF UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST.

4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND SHALL COORDINATE ALL PORTIONS OF THE WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.

6. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY.

7. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS.

D-LABOR, MATERIALS, & WARRANTY

1. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

2. THE CONTRACTOR SHALL AT ALL TIMES ENFORCE STRICT DISCIPLINE AND GOOD ORDER AMONG THE CONTRACTOR'S EMPLOYEES AND SHALL NOT EMPLOY ON THE WORK ANY UNFIT PERSON OR ANYONE NOT SKILLED IN THE TASK ASSIGNED THEM.

3. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE OF UNION LABOR.

JACKSONVILLE FL. 32205

904.379.5108AR 92748

ABV ABOVE AFF ABOVE FINISHED FLOOR AP ACCESS PANEL ACT ACOUSTIC CEILING TILE ACOUS ACOUSTICAL ADDL. ADDITIONAL ADH ADHESIVE ADJ ADJACENT ADJST ADJUSTABLE A/C AIR CONDITIONING AHU AIR HANDLING UNIT ALT ALTERNATE ALT ALUMINUM AMP AMPHERE A.B. ANCHOR BOLT ANOD ANODIZED APRVD APPROVED ARCH ARCHITECT (URAL) ASPH ASPHALT @ AT AVG AVERAGE

BM BEAM BRG BEARING BPL BEARING PLATE B.M. BENCH MARK BTWN BETWEEN BF BI-FOLD (DOOR) BIT BITUMINOUS BLK BLOCK BLKG BLOCKING BD BOARD BTM BOTTOM BRK BRICK BTU BRITISH THERMAL UNIT BLDG BUILDING BUR BUILT UP ROOF

CAB CABINET CAP. CAPACITY CPT CARPET CONTR CASED OPENNING CIP CAST IN PLACE CI CAST IRON CS CAST STONE CB CATCH BASIN CLG CEILING CEM CEMENT CL CENTERLINE CMT CERAMIC MOSAIC TILE CT CERAMIC TILE CHAM CHAMFER CHG CHANGE CFT CHANNEL CHW CHILLED WATER CLO CLOSET CW COLD WATER COL COLUMN COMB COMBINATION CONC CONCRETE CMU CONCRETE MASONRY UNIT COND CONDUIT CONN CONNECTION CONSTR CONSTRUCTION CONTR CONTINUOUS CONTR CONTRACTOR CJ CONTROL JOINT CG CORNER GUARD CORR CORRIDOR CTR COUNTER CRS COURSE(S) CU CUBIC CFT CUBIC FEET CFM CUBIC FEET PER MINUTE CYD CUBIC YARD

DP DAMPPROOFING DB DECIBEL DEG DEGREE DEMO DEMOLISH (DEMOLITION) DEPT DEPARTMENT DEPT DEPRESSED DIAG DIAGONAL DIA DIAMETER DIFF DIFFUSER DIM DIMENSION DIR DIRECTORY DW DISHWASHER DIS DISPENSER DR DOOR DO DOOR OPENING DA DOUBLE ACTING DTA DOVETAIL ANCHOR DTS DOVETAIL SLOT DN DOWN DS DOWNSPOUT D DRAIN DWR DRAWER DWG DRAWING DF DRINKING FOUNTAIN DRY DRYER (MACHINE)

EA EACH E EAST ELEC ELECTRIC EP ELECTRIC PANEL EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER ELEV ELEVATION EL ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENGR ENGINEER ENT ENTRANCE EQ EQUAL EQUIP EQUIPMENT EF EXHAUST FAN ETR EXISTING TO REMAIN EXIST EXISTING TO REMAIN EB EXPANSION BOLT EJ EXPANSION JOINT EXP EXPOSED EXT EXTERIOR EIFS EXTERIOR INSULATION FINISH SYSTEM

FOS FACE OF STUD FF FINISH FLOOR FFE FINISH FLOOR ELEVATION FIN FINISHED FA FIRE ALARM FE FIRE EXTINGUISHER FEB FIRE EXTINGUISHER BOX FEC FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET FRT FIRE RETARDANT TREATED FPL FIREPLACEFP FIREPROOFING FIXT FIXTURE FL FLOOR FD FLOOR DRAIN FLUOR FLUORESCENT FT FOOT FTG FOOTING FDN FOUNDATION F&I FURNISH AND INSTALL FBO FURNISHED BY OTHERS FURR FURRED(ING) FUT FUTURE

GAL GALLON GALV GALVANIZED GA GAUGE GC GENERAL CONTRACTOR GL GLASS GOVT GOVERNMENT GB GRAB BAR GR GRADE GFI GROUND FAULT INTERRUPTER GT GROUT GYPS GYPSUM SHEATHING GWB GYPSUM WALL BOARD

HC HANDICAP HDW HARDWARE HDWD HARDWOOD HDR HEADER HTR HEATER HVAC HEATING, VENT & AIR COND. HGT HEIGHT HP HIGHT POINT HCR HOLLOW CORE HM HOLLOW METAL HOR HORIZONTAL HB HOSE BIB HW HOT WATER HOUR HOUR

ILO IN LIEU OF IN INCH ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR

JAN JANITOR JT JOINT JST JOIST

KIT KITCHEN K/S KNEE SPACE KD KNOCKDOWN

LAB LABORATORY LAM LAMINATED LVL LAMINATED VENEER LUMBER LT LAUNDRY TUB LAV LAVITORY LDR LEADER LH LEFT HAND L LENGTH LGMF LIGHT GAUGE MTL FRAMING LIN FT LINEAR FEET LOC LOCATION LVR LOUVER LP LOW POINT

MFR MANUFACTURER MRB MARBLE MB MARKER BOARD MO MASONRY OPENING MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MDFB MEDIUM DENSITY FIBER BOARD MDO MEDIUM DENSITY OVERLAY MEMB MEMBRANE MTL METAL MT METAL THRESHOLD MEZZ MEZZANINE MM MILLIMETER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MOD MODULAR MTD MOUNTED MULL MULLION

NATL NATIONAL NGVD NATIONAL GEODETIC VERTICAL DATUM NOM NOMINAL N NORTH NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER

OBS OBSCURE OFF OFFICE OC ON CENTER OCC OCCUPANTOJ OPEN WEB STEEL JOIST OPG OPENING OPER OPERABLE OPP OPPOSITE OPT OPTIONAL OSB ORIENTED STRAND BOARD OZ OUNCE OD OUTSIDE DIAMETER OA OVERALL OHD OVERHEAD DOOR OGD OVERHEAD GARAGE DOOR

PTD PAINTED PR PAIR PAR PARALLEL PKG PARKING PBD PARTICLE BOARD PART PARTITION PVMT PAVEMENT PED PEDESTAL SINK PLAS PLASTER P-LAM PLASTIC LAMINATE PLT PLATE PLBG PLUMBING PLY PLYWOOD PNT POINT PVC POLYVINYL CHLORIDE PIPE PORT PORTABLE # POUND LB POUND PSF POUNDS PER SQUARE FT PC PRECAST PFB PREFABRICATED PREFAB PREFABRICATED PT PRESSURE TREATED PL PROPERTY LINE

QTY QUANTITY QT QUARRY TILE

RAD RADIUS REC RECEPTOR RECT RECTANGLE REF REFERENCE RCP REFLECTED CEILING PLAN REF REFRIGERATOR REG REGLET REINF REINFORCEMENT REQD REQUIRED RESIL RESILIENT R/A RETURN AIR RVD REVISED REV REVISION R RISER (STAIR) R&S ROD & SHELF RD ROOF DRAIN RDL ROOF DRAIN LEADER RFH ROOF HATCH RM ROOM RO ROUGH OPENING RUB RUBBER RT RUBBER TILE

SAN SANITARY SCH SCHEDULE SLT SEALANT SECT SECTION SERV SERVICE SHTHG SHEATHING SHT SHEET SH SHELVES SIM SIMILAR SNK SINK SOG SLAB ON GRADE SL SLEEVE SGD SLIDING GLASS DOOR SD SMOKE DETECTOR SC SOLID CORE SS SOLID SURFACE S SOUTH SPK SPEAKER SPEC SPECIFICATION SQ SQUARE SQ FT SQUARE FEET SST STAINLESS STEEL STD STANDARD ST STEEL SD STORM DRAIN STR STRUCTURAL SUSP SUSPENDED SYM SYMBOL

TB TACKBOARD TEL TELEPHONE TV TELEVISION TEMP TEMPERED THK THICK(NESS) THRU THROUGH T&G TONGUE AND GROOVE TOS TOP OF STEEL TOW TOP OF WINDOW T TREADS TYP TYPICAL

UC UNDERCUT UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL

VAC VACUUM VB VANITY BASE VB VAPOR BARRIER VAR VARIES VP VENEER PLASTER V VENT VTR VENT THRU ROOF VIF VERIFY IN FIELD VERT VERTICAL VEST VESTIBULE VBS VINYL BASE VCT VINYL COMPOSITION TILE VT VINYL TILE

WIC WALK-IN CLOSET WASH WASHING MACHINE WH WATER HEATER WP WATERPROOF WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH W WEST W WIDTH WIN WINDOW W/ WITH W/O WITHOUT WD WOOD

COLUMN DESIGNATION

ROOM NAMEROOM NUMBER

ROOM AREA

DOOR NUMBER

WINDOW TYPE

PARTITION TYPE

KEYNOTE

TOILET ACCESSORIES

REVISION CLOUDREVISION NUMBER

NORTH ARROW

BUILDING SECTION

ELEVATION MARK

WALL SECTION

DETAIL

INDICATES DIRECTION OF CUTTING PLANE

INDICATES DRAWING NUMBER

INDICATES SHEET NUMBER

INDICATES DIRECTION OF VIEW

INDICATES DRAWING NUMBER


INDICATES DIRECTION OF CUTTING PLANEINDICATES DRAWING NUMBER


INDICATES DETAIL NUMBER


FIRE MARSHAL NOTES

4. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE WORK.

5. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER TRADES.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION.

7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN OVER SMALLER SCALE DRAWINGS.

8. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS ARE NOMINAL UNLESS OTHERWISE INDICATED.

9. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

10. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK UNLESS OTHERWISE NOTED.

11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS.

12. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS.

11. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, ARCHITECT TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.

12. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED.

13. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS.

14. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK ENGINEERING.

15. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED.

16. THE CONTRACTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE COMPLETION OF CONSTRUCTION. ALL WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE.

E- INSTALLATION NOTES (MAY NOT APPLY)

1. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION.

2. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE.

3. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. (IF APPLICABLE)

4. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING UNLESS NOTED OTHERWISE. 5. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES.

5. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF SPECIFIED FLOOR FINISH(-ES).

6. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES.

7. EXTEND ALL FIRE RATED PARTITIONS TO STRUCTURE; FILL ALL VOIDS WITH FIRE SAFING MATERIAL OR FIRE-RATED CAULK, CONTINUOUS AS REQUIRED BY CODE.

8. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING.

9. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL NEW AND EXISTING FIRE RATED PARTITIONS AND ALL PENETRATION THROUGH RATED AREAS INCLUDING SLABS. SEAL TO MAINTAIN PROPER RATING.

10. WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AT COLUMNS OR BEAMS, NEW FIREPROOFING TO BE INSTALLED TO COMPLY WITH THE REQUIRED FIRE RATING. CONTRACTOR TO VERIFY IN FIELD.

11. WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHEON PLATES ON BOTH SIDES OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING.

12. WHERE DUCT OR PART OF DUCT IS RUNNING PARALLEL OVER FIRE RATED PARTITION, EXTEND RATED PARTITION AROUND DUCT TO EFFECT COMPLETE MAINTENANCE OF FIRE-RATING.

NEW RENOVATION

SAWGRASS CABANA CLUB619 PONTE VEDRA BLVD, PONTE VEDRA BEACH, FL 32082

APPLICABLE CODES FLORIDA BUILDING CODE (FBC) 2014, FLORIDA FIRE PREVENTIONCODE (FFPC) 2014, FLORIDA ACCESSIBILITY CODE (FAC) 2012

ALTERATION LEVEL LEVEL III ALTERATION FBC 2014 EXISTING BLDG(405.1)

OCCUPANCY TYPE GROUP: A-2 RESTAURANT FBC 2014(304.1)CONSTRUCTION TYPE TYPE V-B FBC 2014(TABLE 601)RISK CATEGORY CATEGORY III FBC 2014(TABLE 1604.5)SPRINKLERED Y/N Y

GROSS BUILDING AREA 6,900 SF (1ST: 3,491 SF, 2ND: 3,409 SF)AREA OF WORK 592 SFALLOWABLE BUILDING HEIGHT 35 FEETPROPOSED BUILDING HEIGHT EXISTING

ALLOWABLE # OF STORIES EXISTING FBC 2014(TABLE 503)EXISTING # OF STORIES 2

ALLOWABLE AREA EXISTING FBC 2014(TABLE 502)EXISTING AREA EXISTING

MEZZANINE Y/N N

MEANS OF EGRESS N/A; EGRESS COMPONENTS BEING REPLACED ARE LIKE-FOR-LIKE.THESE ITEMS DO NOT HINDER, DISRUPT, OR ALTER BUILDING EGRESS.

TOTAL OCCUPANT LOAD 165REQUIRED # OF EXITS 2 FBC 2014 (TABLE 1021.1)PROPOSED # OF EXITS 5MINIMUM MEANS OF EGRESS WIDTH 34" FBC 2014 (1005.1)PROPOSED MEANS OF EGRESS WIDTH 34"MAX TRAVEL DISTANCE ALLOWED 205'-0" FFPC 2014 (NFPA 101 13.2.6.2)PROPOSED MAX TRAVEL DISTANCE 72'-11"MAX COMMON PATH OF TRAVEL---AREAS > 50 OCCUPANTS 20'-0" FFPC 2014 (NFPA 101 13.2.5.1.2)---AREAS NOT MORE THAN 50OCCUPANTS

75'-0" FFPC 2014 (NFPA 101 13.2.5.1.2)

PROPOSED COMMON PATH OF TRAVEL N/A

EXIT SIGNS TO BE READILY VISIBLE FROMALL POINTS OF EGRESS PATHINDICATING DIRECTION OF EGRESSTRAVEL

FBC 2014 (1011.1)

EXIT DOOR TACTILE SIGNAGE AT ALLEXITS REQUIRING AN EXIT SIGN

NFPA 101 (7.10.1.3)

VICINITY MAP

PROJECT LOCATION

ARCHITECTURALA001 NOTESA100.1 LIFE SAFETY PLAN - FIRST FLOORA100.2 LIFE SAFETY PLAN - SECOND FLOORA101 DEMO PLAN - FIRST FLOORA102 DEMO PLAN - SECOND FLOORA103 NEW PLAN - FIRST FLOORA104 NEW PLAN - SECOND FLOORA105 ROOF PLANA106 FRONT ENTRY STAIR, NEW AWNINGA107 TRELLISA108.1 ADA UNISEX RESTROOMA108.2 ADA UNISEX RESTROOM MEPA201 ELEVATIONSA202 ELEVATIONSA401 DEMO REFLECTED CEILING PLAN - FIRST FLOORA402 NEW REFLECTED CEILING PLAN - FIRST FLOORA403 NEW REFLECTED CEILING PLAN - SECOND FLOOR

DRAWING INDEX

STRUCTURALS101 ENLARGED FOUNDATION PLANS AND DETAILS

MATERIALS LEGENDMARK MATERIAL MANUFACTURER MODEL COLOR REMARKS CONTACT INFORMATION

T-1 FLORIDA TILE RENNAISSANCE GRIGIO (MOSAIC) - 24811/M12

WB-1 WOOD BASE GRADE HARDWOOD 4" HARDWOOD PT - ?

PT-1 BENJAMIN-MOORE SEMI-GLOSS

PT-2 PAINT BENJAMIN-MOORE SEMI-GLOSS

PAINT PM-19 WHITE DOVE

WHITE

GENERAL

ACCENT

S-1 SOLID SURFACE WILSONART 9100GS, SATIN FINISH COCONUT OIL BATHROOM VANITIES

PL-1 PLASTIC LAMINATE 5TH AVENUE ELM SOFTGRAIN FINISHWILSONART

RESTROOM FLOORS

TR-1 TRANSITION STRIP SCHLUTER DESIGNLINE DL625EB

BOB COLGAN 904.363.2525

T-2 FLORIDA TILE RENNAISSANCE RESTROOM WALLS WAINSCOT BOB COLGAN 904.363.2525

T-3 FLORIDA TILE RENNAISSANCE

GRIGIO - 24811 CR2x10

STAIR ENTRY BOB COLGAN 904.363.2525

GT-1 GROUT MAPEI SANDED 38 AVALANCHE RESTROOM FLOORS, 1/8" JOINT, SEALED BOB COLGAN 904.363.2525

GT-1 GROUT MAPEI UNSANDED 38 AVALANCHE RESTROOM WALLS, 1/8" JOINT, SEALED BOB COLGAN 904.363.2525

S-1_A1 SOLID SURFACE DALTILE M701, 3CM, POLISHED CARRARA WHITE BATHROOM VANITIES JOANNA MULHALL 904-307-8597

SUSAN ZONA 1.800.432.6057

SUSAN ZONA 1.800.432.6057BATHROOM VANITIESS-1_A2 SOLID SURFACE WILSONART 9214CM, SATIN FINISH ASTEROID

T-1A PORCELAIN FLOOR TILE FLORIDA TILE RENNAISSANCE GRIGIO (MOSAIC) - 24811/M12 RESTROOM FLOORS BOB COLGAN 904.363.2525

CERAMIC WALL TILE FLORIDA TILE RENNAISSANCE RESTROOM WALLS WAINSCOT BOB COLGAN 904.363.2525T-2A GRIGIO - 24811 CR2x10

PORCELAIN FLOOR TILE

CERAMIC WALL TILE

PROCELAIN FLOOR TILE GRIGIO - 24811 12x12

ALTERNATES

1. ALL NEW WALLS TO MATCH EXISTING WALL TYPE. VERIFY ARCHITECT IF DIFFERENT THAN NOTED.

2. PROVIDE THREE (3) BEADS OF SEALANT AT TOP AND BOTTOM OF TRACKS. TYPICAL ALL WALLS. USE SOUND OR FIRE RATED SEALANTS IN RESPECTIVE WALL TYPES.

3. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING FIXTURES, MILLWORK, SIGNAGE, ETC. AND TO MAINTAIN CONSTRUCTION TYPE.

4. PROVIDE "END CAPS" WHERE WALLS INTERSECT. MULLIONS/GLAZING COLOR TO BE SELECTED BY ARCHITECT.

5. AT ALL FIRE RATED/SMOKE BARRIER ASSEMBLIES:6. PROVIDE SAFING, SEALANTS, ETC. AT ALL PENETRATIONS TO MAINTAIN RATINGS

AND MEET ALL STATE/LOCAL CODES.7. PROVIDE FIRE/SMOKE DAMPERS WHERE NEEDED IN WALL TO MAINTAIN RATING

AND TO MEET ALL STATE/LOCAL CODES.8. PROVIDE CAPS IN FIRE WALLS TO MEET ALL STATE AN LOCAL CODES, TYP. ALL FIRE

RATED WALLS.6. WHERE ANY DISCREPENCY OCCURS AT INTERSECTING WALLS, NOTIFY ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE ADDITIONAL MATERIAL, CAPS, ETC. NEEDED TO COMPLETE DETERMINED CONDITION.7. SEE INTERIOR/EXTERIOR ELEVATIONS FOR REVEAL LOCATIONS ON ONE OR BOTH SIDES INDICATED.8. EXTEND TILE MINIMUM OF 6" ABOVE ACT CEILING SYSTEMS AT WET WALLS OR FULL HEIGHT TILE WALLS.9. PROVIDE CEMENTIOUS BACKER BOARD AT WET/TILE WALLS, TYP.

WALL TYPE NOTES

2x4 CONT. WOOD SILL

1/2" GYPSUM BOARD BOTH SIDES

2x4 WOOD STUDS @ 16" O.C.

2x4 WOOD TOP PLATE

UNDERSIDE OF STRUCTURE

OPTIONAL SOUND BATT INSULATION

4 4 1/2" UNRATED PARTITION

1/2" 3 1/2" 1/2"

PARTITION TYPES

2x4 CONT. WOOD SILL

1/2" CEMENT FIBERBOARD (DUROCK); 1/2" GYPSUM BOARD AT DRY LOCATIONS


2x4 WOOD TOP PLATE

UNDERSIDE OF CEILING

3A 4" UNRATED FURRING PARTITION, WET

3 1/2" 1/2"

4" 4 1/2"

2x4 CONT. WOOD SILL

1/2" GYPSUM BOARD


2x4 WOOD TOP PLATE



1 4 1/2" UNRATED PARTITION, WET/DRY

1/2" 3 1/2" 1/2"

4 1/2"

1/2" CEMENT FIBERBOARD (DUROCK)

WET DRY

CONT. CAULK AT PERIMETER


2x4 CONT. WOOD SILL


2x4 WOOD TOP PLATE



2 4 1/2" UNRATED PARTITION, WET/WET

1/2" 3 1/2" 1/2"

4 1/2"

1/2" CEMENT FIBERBOARD (DUROCK) BOTH SIDES

WET WET



3B 4" UNRATED FURRING PARTITION, DRY



12' -

0"

5' -

0"12

' - 0

"

4' -

0"60

" MIN

AIS

LE4'

- 0"

-8"

D18

N40N43

N42

-4"

-4" VA

RIES

*

*SIDEWALK TERMINATES AT FURTHEST AISLE MARK WHERE LOCATED

18' - 0"

N41

SHEET:

JAA ARCHITECTURE INC.2716 ST. JOHN'S AVEJACKSONVILLE FL. 32205P: (904) 379-5108E: [email protected]. AR92748

DATE:

THIS DOCUMENT, ALONG WITHASSOCIATED DOCUMENTS, IS AN

INSTRUMENT OF DESIGNER'SSERVICE FOR THE EXCLUSIVE USEAT THE PROJECT TITLED HEREIN.

INFORMATION DERVIED FROM THISDOCUMENT, AND/OR ASSOCIATED

DOCUMENTS, MAY NOT BE USEDFOR OTHER WORK(S) ORPROJECT(S) WITHOUT THE

EXPRESS WRITTEN PERMISSION OFTHE DESIGNER.

A001

NOTES

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

KEYNOTE LEGEND - DEMO

D1 REMOVE AND RELOCATE CABBAGE PALMS.D2 DEMO STAIRS AND ASSOCICATED STUCTURE. PREP FOR NEW STAIRS.D3 DEMO AWNING AND PREP FOR SIMILAR IN SAME LOCATION.D4 EXISTING CONCRETE BLOCK WALL w/ VENTED PATTERN TO REMAIN. REFER TO

LANDSCAPE DRAWINGS.D5 DEMO DOWNSPOUT.D6 DEMO CARPET AND PAD, PREP TO RECEIVE NEW FLOOR TILE.D7 DEMO SCONCE. IF IN GOOD CONDITION, RETAIN J-BOX; IF IN BAD CONDITION,

DEMO.D8 REMOVE AND RELOCATE CEILING MOUNTED SURFACE LIGHT.D9 REMOVE AND RELOCATE EXISTING CEILING FAN-LIGHT COMBO. SEVER AND CAP

WIRE AND REUSE CIRCUIT FOR RELOCATION OT ITEM; PREP FOR NEW SWITCH.D10 DEMO FULL HEIGHT WINDOW. OPENING TO REMAIN FOR NEW VERTICAL LIFT ACCESS.D11 DEMO WALL BASE.D12 EXISTING CEILING SPEAKER TO REMAIN.D13 EXISTING THRU-WALL AIR HANDLER UNIT AND TRIM TO REMAIN.D14 DEMO FULL HEIGHT WINDOW AND WALL. PREP FOR NEW VERITCAL LIFT ACCESS.D15 DEMO FULL HEIGHT WINDOW, OPENING TO REMAIN. PREP FOR NEW EXTERIOR DOOR.D17 REMOVE/RELOCATE FURNITURE FOR EGRESS AND ACCESSIBLE REQUIREMENTS,

TYPICAL, SEE PLANS.D18 EXISTING GRASS AND SOIL TO REMAIN UNLESS NECESSARY FOR WORK TO BE

PERFORMED.D19 DEMO SPECIFIED GUARDRAIL.D20 CAREFULLY REMOVE PAVERS AND SOIL AND PREP FOR NEW COLUMNS AND

FOOTINGS. EXISTING PAVERS TO BE REINSTALLED.D21 EXCAVATE AND PREP FOR NEW CAST-IN-PLACE CONCRETE ELEVATOR PIT. NOTIFY

PROPER AUTHORITIES BEFORE DIGGING.

KEYNOTE LEGEND - NEW CONSTRUCTION

N1 NEW WALL BASE.N2 NEW PAVERS BY OTHERS, REFER TO LANDSCAPE DRAWINGS.N3 NEW STANDALONE WOOD STAIR, DETACHED FROM BUILDING; LIKE-FOR-LIKE

REPLACEMENT.N5 NEW EVENT LAWN BY OTHERS, REFER TO LANDSCAPE DRAWINGS.N6 NEW ROOF SHINGLES, BY OTHERS; LIKE-FOR-LIKE REPLACEMENT.N7 REFER TO LANDSCAPE DRAWINGS REGARDING GRADING, DEMO, PROTECTION,

VEGETATION, ETC., TYP.N8 NEW TRELLIS. REFER TO LANDSCAPE DRAWINGS FOR LOCATIONS. REFER TO

ARCHITECTURAL AND STRUCTURAL FOR DETAILS.N9.1 NEW PORCELAIN FLOOR TILE, TYPE 'A'.N9.2 NEW PORCELAIN FLOOR TILE, TYPE 'B'.N10 NEW WALL TILE AND TRIM.N11 NEW ONE-WAY PRIVACY WINDOW FILM APPLIED TO EXTERIOR OF SHEATHING,

INSTALLED REFLECTIVE SIDE OUTWARED TO WINDOW. FASTEN INSIDE FACE TOFURRING.

N12 IF REQUIRED, PROVIDE NEW LEVER HARDWARE AT EXISTING SPECIFIED DOOR, MATCHFINISH OF EXISTING DOORS; NICKEL AS ALTERNATE.

N13 NEW ADA COMPLIANT VANITY AND COUNTER.N14 NEW ADA COMPLIANT LAVATORY.N15 NEW ADA COMPLIANT WALL HUNG URINAL.N16 NEW THRESHOLD, CARPET TO TILE.N18 NEW ADA COMPLIANT FLOOR MOUNTED TOILET.N19 NEW 36" ADA GRAB BAR.N20 NEW 42" ADA GRAB BAR.N21 NEW MIRROR.N22 NEW SCONCE. TIE INTO RETAINED/NEW J-BOX AND CIRCUIT.N23 NEW PIER FOOTING, SEE STRUCTURAL.N24 NEW 8x8 PRESSURE TREATED WD COLUMN WRAPPED WITH PRESSURE TREATED 2x.

COLUMN ATTACHED TO PIER FOOTING WITH SIMPSON ABU-88ZSS (TYPICAL).N25 NEW RECESSED CAN LIGHT. TIE INTO EXISTING AREA CIRCUIT.N26 NEW 3068 SOLID CORE WOOD DOOR. LEVER HARDWARE, MATCH FINISH OF EXISTING

DOORS; NICKEL AS ALTERNATE.N27 NEW SANITARY DISPOSAL.N28 NEW TOILET PAPER DISPENSER.N29 NEW ALUMINUM HANDRAIL AND SUPPORTS. WOOD AS ALTERNATE. SUPPORTS TO

MATCH HANDRAIL MATERIAL.N30 NEW SWITCHE(S).N31 NEW GFCI DUPLEX OUTLET.N32 NEW STANDALONE CONCRETE SLAB WITH TURNDOWN. SLAB NOT ATTACHED TO

EXISTING STRUCTURE/SLAB.N33 NEW RECESSED EXHAUST FAN @ 50 CFM, WITH VENT-THRU-ROOF.N34 NEW 6x6 WD COLUMN ATTACHED TO SLAB WITH SIMPSON ABU-SS (TYPICAL).N35 NEW PLATFORM LIFT WITH FRONT AND SIDE ACCESS.N36 NEW GUARDRAIL, TO MATCH EXISTING.N37 RELOATED CEILING FAN-LIGHT COMBO. RETRACE CIRCUIT TO NEW SWITCH.N38 EXISTING THRU-WALL AIR HANDLER UNIT AND TRIM TO REMAIN.N39 WALL OPENING HERE FOR AHU UNIT. BLOCK OUT TO EXISTING UNIT TRIM.N40 NEW CONCRETE SIDEWALK AND RAMP. DEMO/REMOVE EXISTING GRASS AND SOIL.N41 NEW PARKING STRIPE, COLOR TO MATCH EXISTING.N42 NEW PARKING ADA SYMBOL, COLOR TO MATCH EXISTING STRIPING.N43 NEW ADA AISLE MARKING, COLOR TO MATCH EXISTING STRIPING.N45 NEW 3068 EXTERIOR GLASS DOOR w/ LEVER HARDWARE, MATCH FINISH OF EXISTING

DOORS; NICKEL AS ALTERNATE. PROVIDE COMMERCIAL ALUMINUM THRESHOLD ANDWEATHERSTRIPPING.

N46 CAREFULLY REINSTALL SOIL AND PAVERS OVER NEW FOOTER.N47 NEW ROOF, TO MATCH EXISTING ROOF.N48 NEW JOISTS/OUTRIGGERS, TO MATCH EXISTING ROOF.N50 NEW FULL SERVICE PASSENGER MRL TRACKTION ELEVATOR.N51 NEW NEW/RELOCATED FURNITURE BY OTHERS.N52 NEW 2A-APW OR 2A-ABC FIRE EXTINGUISHER.

1/4" = 1'-0"4 TYPICAL ADA PARKING

REVISIONS# DATE DESCRIPTION1 10.18.2016 OWNER COMMENTS

UP

UP

UP

F

GFC

I

UP

EXISTING PAVERS

117 SF

EXIST. MECH/ELEC122

EXIST. MECHCLOSET

EXIST.FREEZER

114

SHED104

DUMBWAITER

115

EXIST. ICE108

MEN'S101

WOMEN'S102

EXISTING PAVER EDGE

492 SF

KITCHEN110

3 Occ.

203 SF

SEATING 'B'105

14 Occ.

229 SF

SEATING 'C'106

16 Occ.

134 SF

BAR SEATING108

20 Occ.

ELEC/DATACLOSET

103

168 SF

BAR109

1 Occ.

35 SF

STORAGE118

1 Occ.43 SF

OFFICE117

1 Occ.

138 SF

OFFICE119

2 Occ.

114 SF

RESTROOMVESIBULE

120

19 SF

P.O.S.107

1 Occ.

93 SF

SEATING 'A'104

10 Occ.

68"

TRAVEL DISTANCE = 62'-5"


3' - 5"

34"

FE

FE

FROM UPSTAIRS

TRAVEL DISTANCE

ADA UNISEX121

EXISTING WALL

DEMO WALL

NEW LOW WALLNEW FULL HEIGHT PARTITION

WALL LEGEND

LIFE SAFETY NOTES1. EXIT DISCHARE AT 3'-0" DOOR IS RECOGNIZED AS 34"

CLEAR w/ ½" MAX. THRESHOLD.2. EXIT DISCHARE AT 6'-0" DOOR IS RECOGNIZED AS 68"

CLEAR w/ ½" MAX. THRESHOLD.3. ALL HARDWARE INCLUDING CLOSER, HANDLES,

PULLS, LATCHES, LOCKS, AND PANIC HARDWARE TO BE ADA COMPLIANT.

4. MAIN EXIT DOORS AT FRONT EXIT TO DEDICATED PATH OF TRAVEL/ACCESSIBLE ROUTE TO PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND PASSENGER LOADING ZONES.

5. TOP OF STORAGE ON RACKS NOT TO EXCEED 12 FT ABOVE FINISHED FLOOR.

6. 36" AISLES NOT REQUIRED BUT ADDED FOR EASE OF TRAVEL.

EGRESS DIRECTION & WIDTH

EXIT SIGN, ILLUMINATED

LIFE SAFETY LEGEND

FE WALL BRACKET MOUNTED MP-10 FIRE EXTINGUISHER

MAX. TRAVEL DISTANCE

FIRE EXTINGUISHER TRAVEL DISTANCE

STARTING LOCATION

COMMON TRAVEL DISTANCE

EXIT LIGHTING, DIRECTIONAL

32"

SALES AREA, CIRCULATION CLEARANCE

EXIST. EMERGENCY LIGHTING

SHEET:


DATE:






A100.1

LIFE SAFETY PLAN - FIRSTFLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 LIFE SAFETY PLAN - FIRST FLOOR

N

REVISIONS# DATE DESCRIPTION

DN

DN

DN

DN


TO DOWNSTAIRS EXIT

FE

FE

68"


DN

37"

TRA

VEL

DIS

TAN

CE

= 72

'-2"

N52

TRAVEL DISTANCE = 71'-1" FE TRAVEL DISTANCE = 64'-1"

EXISTING WALL

DEMO WALL


WALL LEGEND

EGRESS DIRECTION & WIDTH

EXIT SIGN, ILLUMINATED

LIFE SAFETY LEGEND

FE WALL BRACKET MOUNTED MP-10 FIRE EXTINGUISHER

MAX. TRAVEL DISTANCE

FIRE EXTINGUISHER TRAVEL DISTANCE

STARTING LOCATION

COMMON TRAVEL DISTANCE

EXIT LIGHTING, DIRECTIONAL

32"

SALES AREA, CIRCULATION CLEARANCE

EXIST. EMERGENCY LIGHTING

LIFE SAFETY NOTES1. EXIT DISCHARE AT 3'-0" DOOR IS RECOGNIZED AS 34"

CLEAR w/ ½" MAX. THRESHOLD.2. EXIT DISCHARE AT 6'-0" DOOR IS RECOGNIZED AS 68"

CLEAR w/ ½" MAX. THRESHOLD.3. ALL HARDWARE INCLUDING CLOSER, HANDLES, PULLS,

LATCHES, LOCKS, AND PANIC HARDWARE TO BE ADA COMPLIANT.

4. MAIN EXIT DOORS AT FRONT EXIT TO DEDICATED PATH OF TRAVEL/ACCESSIBLE ROUTE TO PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND PASSENGER LOADING ZONES.

5. TOP OF STORAGE ON RACKS NOT TO EXCEED 12 FT ABOVE FINISHED FLOOR.

6. 36" AISLES NOT REQUIRED BUT ADDED FOR EASE OF TRAVEL.

SHEET:


DATE:






A100.2

LIFE SAFETY PLAN - SECONDFLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

N

1/4" = 1'-0"1 LIFE SAFETY PLAN - SECOND FLOOR


UP

UP

UP

D2

D6

4"11

' - 8

"

4' - 9" 6' - 9"

D6

D11

D13

D4

D5

D20

D20

1' - 7" 9' - 3" 3' - 0" 3' - 1"

1' -

7"7'

- 4"

3' -

0"

3"

D1D1D1

D10

D17

D18

8' - 3"

8' -

11"

D21

EXISTING WALL

DEMO WALL


WALL LEGEND

1. REMODELING AND/OR ALTERATIONS OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, SOME WHICH MAY NOT BE VERIFIABLE WITH OUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING. THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS ARE NOT RESPONSIBLE FOR CONDITIONS DISCOVERED DURING CONSTRUCTION THAT DIFFER FROM THOSE INDICATED. THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OBTAIN A CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

2. DURING THE DEMOLITION PHASE AND SUBSEQUENT NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE EMERGENCY EGRESS FROM THE BUILDING AT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETY MEASURES, PROVIDE REVISED EGRESS MAPS (IF REQUIRED), TRAIN EMPLOYEES AND/OR SUB-CONTRACTORS ON PROCEDURES THAT ARE AFFECTED, AND MAINTAIN FIRE WATCH WHEN REQUIRED DUE TO SYSTEM OUTAGE.

3. PATCH AND REPLACE DAMAGED CEILING/CEILING GRID AND TILES AS NECESSARY.4. ITEMS TO BE RELOCATED OR DEMOLISHED ARE ILLUSTRATED AS DASHED LINES AND

ARE NOTED. SEE DEMOLITION NOTES.5. WHERE DOORS, WALLS, AND OTHER STRUCTURES ARE REMOVED, PATCH ADJACENT

WALL AND FLOOR SURFACES TO MATCH THE EXISTING MATERIAL.6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS

REQUIRED.7. ITEMS INDICATED TO BE DEMOLISHED SHALL BE DISPOSED OF LEGALLY.8. VERIFY IN FIELD OF ALL ITEMS ON EXTERIOR INCLUDING, BUT NOT LIMITING TO:

CONDENSERS, LIGHTS, ELECTRICAL BOXES AND WALL PENETRATIONS.

GENERAL DEMOLITION NOTES

SHEET:


DATE:






A101

DEMO PLAN - FIRST FLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 FIRST FLOOR PLAN - DEMO

N


DN

DN

DN

DN

DN

DN

D3

0.5:12

± 13' - 6"

± 12' - 0"

D5

D19

D17

D17

D14

D15

D1D1D1

12' - 0"

EXISTING WALL

DEMO WALL


WALL LEGEND SHEET:


DATE:






A102

DEMO PLAN - SECONDFLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 SECOND FLOOR PLAN - DEMO

N


UP

UP

UP

UP

3

3

2

2

4

4

1

1

5

5

D D

C C

B B

E E

A A

117 SF

EXIST.MECH/ELEC

122

EXIST. MECHCLOSET

111

139 SF

EXIST.FREEZER

114

SHED

16 SF

DUMBWAITER

115

EXIST. ICE

136 SF

MEN'S101

159 SF

WOMEN'S102

A2021

A201 2

A201

1

A202

2

A1 A2

AA

AB

EXISTING PAVER EDGE

A1062

A106 8 A1066

492 SF

KITCHEN110

5' - 11" 6" 12' - 1" 2"

114 SF

RESTROOMVESIBULE

120

138 SF

OFFICE119

43 SF

OFFICE117

35 SF

STORAGE118

BAR109

134 SF

BAR SEATING108

93 SF

SEATING 'A'104

229 SF

SEATING 'C'106

12 SF

ELEC/DATACLOSET

103

19 SF

P.O.S.107

A108.11

A108.1 4

3

5

6

70 SF

ADA UNISEX121

A108.25

474 SF

CIRCULATION100SEATING 'B'

105

N2

N2

N5

0.9

C.1

F F

3"7'

- 3"

6' -

1"6'

- 3"

5"7'

- 4"

N45

6' - 1"

3' - 0"

1' -

6"1'

- 6"

8' -

11"

8' - 3"

7' -

5"

7' - 5"

1A301

D.2

0.8

N23N24

N46

-4"

0"

N46

-4"

N51

MENS EMPLY112

WOMENSEMPLY

113

N50

EXISTING WALL

DEMO WALL


WALL LEGENDSHEET:


DATE:






A103

NEW PLAN - FIRST FLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 FIRST FLOOR PLAN - NEW

N


DN

DN

DN

DN

3

3

2

2

4

4

1

1

5

5

D D

C C

B B

E E

A A

DN

DN

A2021

A201 2

A201

1

A202

2

A106 8

722 SF

EXIST. DECK201

722 SF

EXIST. DECK201

N3

N29

3A104

Sim

0.9

C.1

F F

N45

12' -

8"

7' -

3"3"

N36

ENTRY100

1A301

N45

D.2

0.8

13' -

10"

14' -

8"

N36

N46

N50N45

N51

12' - 4"

N51

EXISTING WALL

DEMO WALL


WALL LEGEND

1 1/2"

34" M

IN -

38" M

AX

36"

1 1/

2"

1 1/4" MIN - 2" MAXø 1 1/2"

EXISTING STAIRS

NEW ALUMINUM HANDRAIL AND SUPPORTS. WOOD AS ALTERNATE. SUPPORTS TO MATCH HANDRAIL MATERIAL.

SHEET:


DATE:






A104

NEW PLAN - SECONDFLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 SECOND FLOOR PLAN - NEW

N

1" = 1'-0"3 TYPICAL HANDRAIL @ WALL


DN

DNA2021

A201 2

A201

1

A202

2

A106

5

4.5:12 4.5:12

4.5:

124.

5:12

4.5:12

4.5:

12

4.5:12

4.5:

12

4.5:12

4.5:

124.

5:12

4.5:12 4.5:12

0.5:12

N6N6

1A301

1' -

0"12

' - 3

"11

"

11" 11' - 4" 11"

5:12 5:12

5:12

5:12

N47

N48

SHEET:


DATE:






A105

ROOF PLAN

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 T.O.ROOF - NEW N


DN

DEMO ENTRY STAIRS, RAILING, LANDING, AND ASSOCIATED ITEMS

EXISTING VENTED CONC. BLOCK WALL

REFER TO LANDSCAPE DRAWINGS REGARDING

GRADING, DEMO PROTECTION, VEGETATION, ETC., TYP.

PROTECT DECORATIVE DOORS DURING CONSTRUCTION

0.8

1st FLOOR0"

2nd FLOOR12' - 0"

A1 A24A106

MAX.± 3 7/8"

MIN.11"

PT. 2x2 BALUSTERS @ 5-1/2" O.C.,

TYP.

5 1/2"

PT. 1-1/2" HANDRAIL @ 36" ABOVE

TREAD, TYP.

PT. 2x6 HORIZ. CONT. GUARDRAIL @ 42"

ABOVE TREAD, TYP.

PT. 2x TREAD, TYP.

PT. 4x4 POSTS @ ENDS AND CORNERS, TYP.

MIN

.42

"

36"

PT. 2x6 VERT. CONT. GUARDRAIL

SUPPORT, TYP.42

"

± 35

"

PT. 2x12 STRINGER, TYP.

PT. 1x RISER, TYP.

REFER TO S101 FOR FOUNDATION AND DETAILS

2ND FLOOR RAISED13' - 6"

1st FLOOR0"

2nd FLOOR12' - 0"

AA AB3A106

SEE S101 FOR FOUNDATION AND

DETAILS

PT. 2x2 BALUSTERS @ 5-1/2" O.C., TYP.

PT. 2x6 HORIZ. CONT. GUARDRAIL @ 42" ABOVE TREAD, TYP.

PT. 4x4 POSTS @ ENDS AND CORNERS, TYP.

PT. 2x6 VERT. CONT. GUARDRAIL SUPPORT, TYP.

1 1/2" 1 1/2"

3' -

6"6'

- 2"


A201 2

A1 A2

AA

ABNEW WOOD STAIR

4' - 8" 7"

4"8'

- 8"

4"

8' -

8"

3A106

4A106

3 3/

4"

TYP.11" 11"

1-1/2" PT. HANDRAIL w/ 12" RETURN, EACH SIDE

5' - 10"-4"

N7N7

C.1

0.8

1st FLOOR0"

2nd FLOOR12' - 0"

7' -

4"

NEW VINYL AWNING w/ MTL TUBE FRAME PER SHOP

DRAWINGS

1. AWNING CONTRACTOR/FABRICATOR SPECIFIED AS FOLLOWS:

BOREE CANVAS UNLIMITED4635 HIGHWAY AVENUEJACKSONVILLE, FLORIDA 32254CONTACT: DONNIE BOREEPHONE: (904) 388.8770FAX: (904) 387.0174

2. ARCHITECT TO REVIEW AND APPROVE SHOP DRAWINGS BEFORE FABRICATION.3. AWNING DETERMINED AS FRANGIBLE.4. AWNING SPECIFIED AS: WEBLON COAST LINE PLUS

857217CP2717 GULL GRAY

GENERAL AWNING NOTES

12' -

4"

PLACE TOP OF AWNING DIRECTLY UNDER EXIST. WINDOW SILL

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FRONT ENTRY STAIR, NEWAWNING

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15-0501/2" = 1'-0"1 MAIN ENTRY LANDING - DEMO1/2" = 1'-0"3 SECTION - ENTRY STAIR - STAIR AND LANDING

1/2" = 1'-0"4 SECTION - ENTRY STAIR - LANDING

1/2" = 1'-0"2 ENLARGED NEW ENTRY STAIR

N

1/2" = 1'-0"5 ELEVATION - AWNING FRONT

1/2" = 1'-0"6 ENLARGED NEW AWNING PLAN

1/2" = 1'-0"8 ELEVATION - AWNING SIDE

REVISIONS# DATE DESCRIPTION1 10.18.2016 REVIEW COMMENTS

A1075

1 3

A

B

C

8A107A107 3

A107

6

A107

4

8' -

2 1/

4"8'

- 2

1/4"

16' -

4 1

/2"

21' - 0" 3' - 11" 3' - 11" 1' - 0"

8x8 PT COLUMN WRAPPED w/ 1x CEDAR, TYP.

9" 7' - 1" 9"

4 1/

2"4

1/2"

7' -

5 1/

4"4

1/2"

4 1/

2"7'

- 5

1/4"

4 1/

2"4

1/2"

NEW PAVERS BELOW BY LANDSCAPE ARCHITECT; SHOWN AS SCHEMATIC ONLY

7A107

NEW 2'-0"Ø x 3'-6" FOOTING AT EACH COLUMN, REFER TO 9/A107

ø 2' - 0"

1' - 0" 1' - 0" 5' - 10" 1' - 0" 1' - 0"

A1075

1 3

A

B

C

8A107A107 3

A107

6

A107

4

2

4" 3' - 11" 3' - 11" 4"

8' - 6"

5"8'

- 2"

8' -

2"5"

1x4 PLANKS @ 5" O.C. w/ (2) #8 SS SCREW INTO EACH JOIST

(2) 2x10 JOISTS AT CENTER

2x8 JOISTS BELOW @ 12" O.C.; ATTACH TO PERMITER JOIST w/ LU26SS, TYPICAL TO PERIMETER

(3) 2x10 JOISTS AT PERMITER; ATTACH TO COLUMN w/ SS CS18 STRAP

7A107

TYP.5"

1 1/

2"24

3/4

"24

3/4

"24

3/4

"24

3/4

"

1 1/

2"

24 3

/4"

24 3

/4"

24 3

/4"

24 3

/4"

1 1/

2"

FASTEN 2x1 OVER 1x4 PLANKS ATOP 2x8 JOISTS BELOW w/ (2) 16d SS NAILS @ EACH 2x1

1x10 CEDAR WRAP AT PERIMETER JOISTS

TOP OF PAVERS0' - 0"

T.O.COL8' - 0"

8A107

9 1/

4"8'

- 0"

8x8 PT COLUMN, TYP.

1x CEDAR WRAP AT COLUMN, TYP.

2x10 RIM JOIST, TYP.


T.O.COL8' - 0"

8A107

9 1/

4"8'

- 0"

2x6 ELBOW BRACING @ ALL COLUMN -TO-BEAM CONNECTIONS, TYP.


T.O.COL8' - 0"

8' -

0"9

1/4"

7A107

(3)-16d SS TOENAILS


T.O.COL8' - 0"

9 1/

4"8'

- 0"

7A107

(3)-16d SS TOENAILS


T.O.COL8' - 0"

1 32

2x8 JOIST, TYP.

1x4 TRELLIS PLANK

1x CEDAR WRAP OVER 2x10 RIM JOIST, TYP.

7' -

11 5

/8"

8x8 PT COLUMN w/ 1x CEDAR WRAP

7A107

A1079


T.O.COL8' - 0"

A B C

FASTEN 2x1 OVER 1x4 SLATS AT EACH JOIST @ 5" O.C. w/ (2) #8 SS SCREW INTO EACH

NOTCH 1x4 SLATS EACH SIDE OF DOUBLE JOIST

ATTACH (2)-2x10 TO COLUMN w/

(6)-16d SS TOENAILS


3

3"6"

3"

3"3'

- 6"

NEW PAVERS OVER CLEAN COMPACTED SOIL,SEE LANDSCAPE DRAWINGS

NEW CONCRETE PIER FOOTING

(2) #3 DOWELS @ 1'-6" EACH

2' - 0" Ø

3"1' - 6"3"

NEW 8x8 WD PT COLUMN, TYP.

NEW 1x CEDAR MITERED-ENDS

COLUMN WRAP

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15-050

1/4" = 1'-0"1 LEVEL 1 - NEW1/4" = 1'-0"2 ROOF PLAN

1/4" = 1'-0"5 ELEVATION C

1/4" = 1'-0"3 ELEVATION A1/4" = 1'-0"4 ELEVATION B

1/4" = 1'-0"6 ELEVATION D

1/4" = 1'-0"8 SECTION, SHORT

NOTE: REFER TO LANDSCAPE DRAWINGS FOR LOCATION OF

NEW TRELLIS'

1/4" = 1'-0"7 SECTION, LONG

1/2" = 1'-0"9 TYPICAL COLUMN FOOTING


S

4"11

' - 8

"

11' - 6"

6' - 0" 3' - 6"

1' -

3"3'

- 11

"5'

- 2"

1' -

4"

A108.1 4

3

5

6

N20

N15

4' - 9"

6' - 0"

N11 N11

N11

N9.1

1

3A

3A

N27N28

4"6"

3' -

0"8'

- 2"

N18

N19

N13

N14

N21

N38

N16

N26

42" 12"

12"

24"

8"

N9.2

N1

N12

1st FLOOR0"

23 7

/8"

35 7

/8"

1st FLOOR0"

N31N15

N21

N13

N14

35 7

/8"

17" M

AX

16"

MA

X17

"

33 7

/8"

41 7

/8"

MA

X

40"

N11

1' -

11"

4' -

10"

3" 2' - 8"

7' -

10"

3AN33

N20N18

N38

N39

VER

IFY

IN F

IELD

1st FLOOR0"

25" MAX17" MIN

MIN8"

MIN11"

MAX6"

8 7/

8"

26 7

/8"

33 7

/8"

± 5

1/2"

1st FLOOR0"

N30

FAN

LIG

HT

N33

N26

6' -

8"

56"

48"

36"

EQ EQ

16"

N37

N33

N25

N25

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A108.1

ADA UNISEX RESTROOM

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15-0501/2" = 1'-0"1 ENLARGED UNISEX RESTROOM

1/2" = 1'-0"3 NORTH ELEVATION - UNISEX RESTROOM1/2" = 1'-0"4 EAST ELEVATION - UNISEX RESTROOM

1/2" = 1'-0"5 SOUTH ELEVATION - UNISEX RESTROOM1/2" = 1'-0"6 WEST ELEVATION - UNISEX RESTROOM

1/2" = 1'-0"2 ENLARGED ADA UNISEX REFLECTED CEILING PLAN

REVISIONS# DATE DESCRIPTION1 10.18.2016 OWNER COMMENTS2 11.22.2016 REVIEW COMMENTS

F

GFC

I

SS

N18

N14

N15

16"

15"

N33

N25

N25

N30

N37

N33

50 CFM

1 1/2"ø

2"ø

3"ø

CONNECT TO EXISTING SANITARY

URN

WC

LAV

VTR

1 1/2"ø

1 1/2"ø

1 1/2"ø

1 1/2"ø

1 1/2"ø

CONNECT TO EXISTING HOT WATER

URN

WC

LAV

1/2"ø

3/4"ø

3/4"

ø

CW

CW HW

1/2"øCW

CONNECT TO EXISTING COLD WATER SUPPLY

GENERAL REQUIREMENTS:

1. GENERAL AND SPECIAL CONDITIONS: GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE AN INTERGAL PART OF THIS DIVISION OF THE SPECIFICATIONS INSOFAR AS SAME ARE APPLICABLE TO THE WORK UNDER THIS DIVISION AND UNLESS OTHERWISE SPECIFIED.

2. SCOPE: PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK IN ACCORDANCE WOTH ALL APPLICABLE CODES.

3. PERMITS: APPLY FOR AND PAY FOR ALL NECESSARY PERMITS, FEES, AND INSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION.

4. WARRANTY: PROVIDE ALL MATERIALS AND EQUIPMENT UNDER THIS SECTION OF THE SPECIFICATIONS WITH A ONE YEAR WARRANTY FROM THE DATE OF ACCEPTANCE OF WORK BY THE OWNER.

5. COORDINATION: VERIFY ALL ROUGH IN LOCATIONS AND COORDINATE PIPING AND EQUIPMENT LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THE SPECIFICATIONS TO AVOID CONFLICTS. CONTRACTOR MUST COORDINATE WITH OTHER TRADES FOR ALL STRUCTURES, CONDUIT, PIPING, DUCTWORK, LIGHTING, ETC. TO PROPERLY BE INSTALLED. ANY CONFLICTS SHALL BE RESOLVED AT NO CHARGE TO THE OWNER. COORDINATE INSTALLATION OF ALL PLUMBING LINES AT CMU WALLS SO THAT PLUMBING LINES ARE PLACED IN WALL DURING CMU WALL CONSTRUCTION .

6. FIELD VERIFICATION: FIELD VEREFY EXISTING CONDITION BEFORE STARTING CONSTRUCTION AND NOTIFY THE ARCHITECT/ENGINEER OF RECORD OF ANY DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS AND/OR POTENTIAL PROBLEMS OBSERVED BEFORE CONTINUING WORK IN THE EFFECTED AREAS.

7. PLUMBING SYSTEMS INCLUDE BUT ARE NOT LIMITED TO:- PLUMBING FIXTURES AND EQUIPMENT-FIRE STOPPING-DOMESTIC WATER SYSTEM-SANITARY WASTE AND VENT SYSTEM

8. WHERE APPLIED, PIPE TO PENETRATE CONCRETE FLOOR.

FIXTURES:

1. PROVIDE COMPLETE FIXTURES AND INCLUDE SUPPLIES, STOPES, VALVES, FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESCUTCHEONS, ETC.

DOEMSTIC WATER PIPING:

1. FURNISH AND INSTALL A COMPLETE SYSTEM OF COLD WATER AND WASTE PIPING FROM EXISTING SUPPLIES TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THIS SERVICE. VERIFY LOCATION OF BEGINNING POINTS.

2. DOMESTIC WATER PIPING BELOW GRADE:SOFT ANNEALED SEAMLESS COPPER TUBING, TYPE 'K' WITH NO JOINTS (ASTM B 88). (PVC ACCEPTABLE ALTERNATIVE)

3. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADE: HARD DRAWN SEAMLESS COPPER TUBING TYPE 'L' WITH 95-5 SILVER SOLDERED JOINTS (ASTM B 88).(PVC ACCEPTABLE ALTERNATIVE)

4. STERELIZE THE DOMESTIC WATER PIPING IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS.

5. INSULATE DOMESTIC WATER PIPING ABOVE GRADE (EXCEPT EXPOSED CONNECTIONS TO PLUMBING FIXTURES) WITH ENGINEERED POLYMER FOAM INSULATION OR FIBERGLASS WITH FITTING INSRTS AND PVC COVERS. FOLLOW THIS SCHEDULE:

6. SERVICE PIPE SIZE INS. THICKNESS DOMESTIC COLD WATER ALL 1/2"

7. DOMESTIC WATER PIPING INSTALLATION, JACKETS COVERING SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAM-SPREADING RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED BY ASTM E84 (NFPA 255) METHOD

8. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN EXTERIOR WALLS ON THE CONDITIONED SIDE OF THE WALL INSTALLATION

PLUMBING NOTES

GENERAL NOTES:

G1: ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL AND STATE CODES.

G2: ALL MATERIAL, EQUIPMENT AND APPLIANCES SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION.

G3: ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR.

G4: ELECTRICAL CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF ELECTRICAL EQUIPMENT. DO NOT SCALE ELECTRICAL PLANS. OBTAIN ALL DIMENSIONS FROM THE ARCHITECT'S DIMENSIONED DRAWINGS AND FIELD MEASUREMENTS. THE CONTRACTOR SHALL REVIEW ARCHITECTURAL PLANS FOR DOOR SWINGS AND BUILT-IN EQUIPMENT; CONDITIONS INDICATED ON THOSE PLANS SHALL GOVERN FOR THIS WORK.

G5: VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START. NOTIFY ENGINEER OF ANY CHANGES.

G6: ELECTRICAL CONTACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE FROM THE DATE OF SUBSTANTIAL COMPLETION.

G7: A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS.

G8: ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF GTHE ELECTRICAL CONTRACTOR. DO NOT CUT ANY MATERIAL THAT WILL WEAKEN THE STRUCTURE WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. PATCHING SHALL BE ACCOMPLISHED TO MATCH ADJACENT SURFACES IN EVERY RESPECT. ENGAGE ORIGINAL INSTALLER FOR CUTTING/PATCHING OF ROOFS.

G9: PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION AND TYPE OF LOAD SERVED FOR ALL CIRCUITS.

G10: PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, WHITE LETTERS ON BLACK BACKGROUND. NAMEPLATE SHALL CONTAIN EQUIPMENT DESIGNATION, VOLTAGE, FEEDER SOURCE & DATE INSTALLED.

G11: PROVIDE "FLASH HAZARD" LABELS FOR ALL PANELBOARDS IN ACCORDANCE WITH NEC REQUIREMENTS.

G12: ALL TERMINALS/LUGS SHALL BE 60 DEGREE/75 DEGREE RATED.

G13: FUSES 0-600 AMPS SHALL BE UL CLASS "RK-5" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSSMAN UNLESS NOTED OTHERWISE.

G14: ALL WATER HEATERS SHALL HAVE DISCONNECT SIZED PER 422.11(E)(3).

G15: ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS TO EQUIPMENT REGARDLESS OF WHO SUPPLIES THE EQUIPMENT. THIS INCLUDES ALL HVAC, PLUMBING AND OWNER FURNISHED EQUIPMENT CONNECTIONS OF 120V OR HIGHER.

G16: RACEWAYS SHALL BE INSTALLED CONCEALED IN NEW WALL CONSTRUCTION, ABOVE CEILINGS, BELOW FLOOR, AND IN OTHER CAVITIES TO THE GREATEST EXTENT POSSIBLE. WHERE EXPOSED RACEWAYS MUST BE USED, LAYOUT RACEWAYS TO MINIMIZE THE NUMBER OF VERTICAL RUNS.

G17: ALL EXPOSED RACEWAY SHALL BE RUN PARALLEL OR PERPENDICULAR TO THE BUILDING SURFACES AND SHALL BE PAINTED AS DIRECTED BY THE ARCHITECT. NO EXPOSED CONDUIT SHALL BE ALLOWED IN FINISHED SPACES EXCEPT AS PERMITTED BY OWNER OR ARCHITECT. EXPOSED RACEWAY IN FINISHED SPACES SHALL BE WIREMOLD TYPE.

G18: BEFORE COMMENCING WITH ANY ROUGH-IN, COORDINATE THE EXACT LOCATION AND MOUNTING HEIGHT OF ALL WALL MOUNTED DEVICES WITH THE ARCHITECTURAL INTERIOR ELEVATIONS, CASEWORK SHOP DRAWINGS, AND EXISTING CONDITIONS. IF ANY DISCREPENCIES ARE DISCOVERED, NOTIFY THE ARCHITECT FOR FURTHER DIRECTION. MINOR ADJUSTMENTS IN DEVICE LOCATION, I.E. 5'0" IN ANY DIRECTION SHALL BE DONE AT NO ADDITIONAL COST TO THE CONTRACT.

G19: ALL WIRING SHALL BE INSTALLED IN IMC, RMC, EMT, OR TYPE AC FLEXIBLE CABLE. RNC CONDUIT (PVC), SHALL ONLY BE USED UNDERGROUND AND OUTDOORS, WHERE NOT SUBJECT TO PHYSICAL DAMAGE. MINIMUM SIZE CONDUIT SHALL BE ½". AC FLEXIBLE CALBE SHALL BE USED ONLY IN AREAS PERMITTED BY CODE.

G20: ALL FLEX SHALL BE LIQUID TIGHT FLEXIBLE METAL.

G21: PROVIDE A PULL WIRE OR FISH TAPE IN ALL EMPTY CONDUITS, PROVIDE A BLANK COVER PLATE OVER ALL UNUSED BOXES INCLUDING DATA/COMM BOXES.

G22: WHERE A HOMERUN IS SHOWN THE CIRCUIT SHALL BE INSTALLED IN A DEDICATED CONDUIT, DO NOT COMBINE WITH OTHER CIRCUITS, WHERE A CIRCUIT HOMERUN IS NOT SHOWN THE CONTRACTOR SHALL COMBINE CIRCUITS AS FOLLOWS AND IN ACCORDANCE WITH THE NEC:

A MAXIMUM OF THREE 20A, 1 POLE BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL OR WITH SEPARATE NEUTRALS, FOR A TOTAL OF SIX CURRENT CARRYING CONDUCTORS. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO PANEL.

G23: ALL OUTLETS ARE 18" ABOVE FINISHED FLOOR (AFF) UNLESS NOTED OTHERWISE.

ELECTRICAL NOTES

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15-0501/2" = 1'-0"1 ENLARGED RESTROOM - SANITARY PLAN

1/2" = 1'-0"4 ENLARGED UNISEX RESTROOM - ELECTRICAL1/2" = 1'-0"5 ENLARGED UNISEX RESTROOM - MECHANICAL

2 SANITARY RISER3 HOT/COLD WATER RISER

REVISIONS# DATE DESCRIPTION1 10.18.2016 OWNER COMMENTS2 11.22.2016 REVIEW COMMENTS3 11.22.2016 OWNER COMMENTS

1st FLOOR0"

T.O.P.21' - 4"

2nd FLOOR12' - 0"

ENTRY STAIRLANDING

5' - 10"

T.O.ROOF39' - 9 1/4"

B.O.P. -CLERESTORY

27' - 8"

T.O.P. -CLERESTORY

33' - 0"

5' -

10"

4"

BOTTOM OF AWNING FRAME

1"

N3 N22

N24


1st FLOOR0"

T.O.P.21' - 4"

2nd FLOOR12' - 0"

ENTRY STAIRLANDING

5' - 10"

T.O.ROOF39' - 9 1/4"

B.O.P. -CLERESTORY

27' - 8"

T.O.P. -CLERESTORY

33' - 0"

3' -

6"5'

- 10

"

148"

N3

8' -

0"

N24N22

N45


1A301

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A201

ELEVATIONS

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15-050

1/4" = 1'-0"1 Existing Elevation - Southeast

1/4" = 1'-0"2 Existing Elevation - Southwest


1st FLOOR0"

T.O.P.21' - 4"

2nd FLOOR12' - 0"

T.O.ROOF39' - 9 1/4"

B.O.P. -CLERESTORY

27' - 8"

T.O.P. -CLERESTORY

33' - 0"


1A301

1st FLOOR0"

T.O.P.21' - 4"

2nd FLOOR12' - 0"

ENTRY STAIRLANDING

5' - 10"

T.O.ROOF39' - 9 1/4"

B.O.P. -CLERESTORY

27' - 8"

T.O.P. -CLERESTORY

33' - 0"

1' -

4"

N3


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A202

ELEVATIONS

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15-050

1/4" = 1'-0"1 Existing Elevation - Northeast

1/4" = 1'-0"2 Existing Elevation - Northwest


1st FLOOR0"

T.O.P.21' - 4"

2nd FLOOR12' - 0"

T.O.ROOF39' - 9 1/4"

B.O.P. -CLERESTORY

27' - 8"

T.O.P. -CLERESTORY

33' - 0"

2ND FLOOR RAISED13' - 6"3'

- 6"

28' -

4"

4' -

0"4"

18"

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A301

SECTIONS

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15-050

1/4" = 1'-0"1 BLDG SECTION AT NEW ELEVATOR


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A302

SECTIONS

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15-050


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A303

SECTIONS

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15-050


S

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

A.F.F.

TONGUE &GROOVE CLG.

8' - 9"

A.F.F.

TONGUE &GROOVE CLG.

7' - 7"

A.F.F.

TONGUE &GROOVE CLG.

7' - 7"A.F.F.

TONGUE &GROOVE CLG.

7' - 7"

A.F.F.

GWB Ceiling

7' - 10"

A.F.F.

2' x 2' ACT CLG

7' - 10"

A.F.F.

TONGUE &GROOVE CLG.7' - 11

1/2"

A.F.F.

2' x 2' ACT CLG

7' - 6"

A.F.F.

2' x 2' ACT CLG

8' - 0"

TV TV

EXIT SIGN

A.F.F.

TONGUE &GROOVE CLG.7' - 11

1/2"

D11

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

D9 D12

D7D7 D7 D7

D7

EXISTING WALL

DEMO WALL


WALL LEGEND

1. PATCH AND REPLACE DAMAGED ACOUSTICAL CEILING TILES AND CEILING GRID. ACOUSTICAL CEILING TILES TO BE SIMILAR TO EXISTING, ARMSTRONG CORTEGA 704A, OR SIMLIAR.

2. ANY MECHANICAL, ELECTRICAL, AND PLUMBING INFORMATION INDICATED ON THE ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECTS WORK. MEHCANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION IS BY OTHERS. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE WITH JAA ARCHITECTURE AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY CALCULATIONS IF REQUIRED FOR PERMITTING.

3. ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION SYSTEMS SHALL BE MODIFIED IN ACCORDANCE WITH NATIONAL, STATE, AND LOCAL CODES.

4. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST DESIGN CRITERIA ISSUED BY OWNER.

5. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE.6. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE.7. PROVIDE EMERGENCY LIGHTING OR EMERGENCY BALLAST IN LIGHT FIXTURES AS REQUIRED TO

MEET CODE REQUIREMENTS FOR EMERGECNY LIGHTING.8. EXISTING SPRINKLER SYSTEM TO BE MODIFIED BY FIRE SPRINKLER CONTRACTOR.

GENERAL RCP NOTES

RCP LEGEND

6" RECESSED CAN

PENDANT, EXISTING

SCONCE, DINING, EXISTING

EMERGENCY LIGHTING, EXISTING

4' LINEAR 2 LAMP, CLG MTD, EXISTING

2x4 RECESSED FLUORESCENT

TRACK LIGHTING, EXISTING

CEILING FAN, EXISTING

FLATSCREEN TV, CLG MTD, EXISTING

SHEET:


DATE:






A401

DEMO REFLECTED CEILINGPLAN - FIRST FLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 FIRST FLOOR RCP - DEMO

N


S

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

A.F.F.

TONGUE &GROOVE CLG.

8' - 9"

A.F.F.

TONGUE &GROOVE CLG.

7' - 7"

A.F.F.

TONGUE &GROOVE CLG.

7' - 7"A.F.F.

TONGUE &GROOVE CLG.

7' - 7"

A.F.F.

GWB Ceiling

7' - 10"

A.F.F.

2' x 2' ACT CLG

7' - 10"

A.F.F.

TONGUE &GROOVE CLG.

7' - 111/2"

A.F.F.

2' x 2' ACT CLG

7' - 6"

A.F.F.

2' x 2' ACT CLG

8' - 0"

TV TV

A.F.F.

TONGUE &GROOVE CLG.

7' - 111/2"

N22N22 N22 N22

N22

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

A.F.F.

TONGUE &GROOVE CLG.

8' - 8"

A108.12

EXISTING WALL

DEMO WALL


WALL LEGEND

RCP LEGEND

6" RECESSED CAN

PENDANT, EXISTING














GENERAL RCP NOTES

SHEET:


DATE:






A402

NEW REFLECTED CEILINGPLAN - FIRST FLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

N

1/4" = 1'-0"1 FIRST FLOOR RCP - NEW


A.F.F.

2' x 4' ACT CLG

7' - 4"

TONGUE & GROOVESOFFIT 8'-9" AFF

TONGUE & GROOVESOFFIT 10'-3" AFF

(MEASURED FROM LOWER FLOOR AREA)

VAULTED CLG

8'-0" LOW SIDE10'-7" HIGH SIDE

A.F.F.

2' x 4' ACT CLG

7' - 10"A.F.F.

2' x 4' ACT CLG

7' - 10"

VAULTED CLG

17'-10.5" LOW SIDE21'-10" TO PEAK (TYP) VAULTED CLG

VAULTED CLG

VAULTED CLG

12'-1" HIGH SIDE9'-3" LOW SIDE

12'-1" HIGH SIDE9'-3" LOW SIDE

3' - 6"

6' -

4 3/

4"6'

- 3

3/8"

6' -

3 3/

8"

6' -

1"

6' - 5"

1A301

RCP LEGEND

6" RECESSED CAN

PENDANT, EXISTING








EXISTING WALL

DEMO WALL


WALL LEGEND







GENERAL RCP NOTES

SHEET:


DATE:






A403

NEW REFLECTED CEILINGPLAN - SECOND FLOOR

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 32

082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/4" = 1'-0"1 SECOND FLOOR RCP - NEW

N


UPDN

A1 A2

AA

AB

8' -

8"

8' -

8"

8" 14" 8"

30"

30"

15"

15"

15" 15"

8"14

"8"

7 1/

2"

3S101

S1012

PT 8x8 w/ ABU88SS, TYP.

PIER FOOTING, TYP.

SPREAD FOOTING, TYP.

6S101

S101

5C.1

14"

14"

7"7"

7" 7"

(4) #5 VERTICAL

#3 TIES @ 8" O.C. w/ (3) #2 @ TOP OF PIER

C.1

1st FLOOR0"

A1

4"24

"12

"

15"15"

8" 7" 7" 8"

2'-6" x 2'-6"

TYP.3"

3"

TYP.3"

(3) #5 EACH WAY @ BOTTOM

SIMPSON ABU88SS w/ (2) 5/8" Ø @ 9" MIN. EMBEDMENT SS ANCHORS

PT 8x8

CLEAN, COMPACTED SOIL

C

A1 A2

AA

AB3

S101

(3) 2

x12

(3) 2

x12

(3) 2x12

(3) 2x12

2x6

2x6

2x6

2x6

O.C

.24

"

2x6

± 8'

- 8"

± 4' - 8" MITRE BEAM CORNER, ATTACH AT BEAM TO COLUMN w/ (3) 16d NAILS AND CS18SS STRAP, TYP.

SIMPSON LU26SS, TYP.

NEW STAIRS

S101

5C.1

1st FLOOR0"

A1 A2

GUARDRAIL PER ARCHITECTURAL

CS18SS STRAP, TYP.

2x6 w/ (4) -12d NAILS, EACH END, TYP.8x8

S1013

Sim

1st FLOOR0"

1' -

0"

1' - 6"

6"

3" 3"

3"

NEW STAIRS

(2) #5 CONT. w/#4 @ 24" TRANSVERSE

L3 x 3 x1/4 x 4" w/ 1/2" Ø SS EPOXY ROD AND 5/8" Ø THRU-BOLT IN STAIR STRING/POST; ALL HOT-DIPPED GALVANIZED

FOOTING LENGTH = WIDTH OF STAIR + 1'-0"

SHEET:


DATE:






S101

ENLARGED FOUNDATIONPLANS AND DETAILS

5.3.2017

PERMIT SET

NEW

REN

OVA

TIO

N

619

PON

TE V

EDR

A BL

VDPO

NTE

VED

RA

BEAC

H, F

L 3

2082

SAW

GR

ASS

CAB

ANA

CLU

B

15-050

1/2" = 1'-0"1 NEW ENTRY STAIR FOUNDATION PLAN

1" = 1'-0"2 TYPICAL PIER FOOTING @ PT 8x8 COLUMN

1" = 1'-0"3 TYPICAL PT 8x8 FOOTING SECTION


1/2" = 1'-0"4 ENTRY STAIR LANDING FRAMING

1/2" = 1'-0"5 ENTRY STAIR FRAMING ELEVATION

1" = 1'-0"6 STAIR SUPPORT DETAIL

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