state li 41ce 5nse ner di ntdesigerir · 2019. 5. 6. · florida plumbing code2017 (6th ed) chapter...

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF BRIAN BOATRIGHT ARCHITECT, INC. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

914 PLAINFIELD AVENUEORANGE PARK, FL 32073CONTACT: 904 413 8028BrianBoatrightArchitect.com

A R C H I T E C T

[email protected]: AA26003151,AR12659,ID5414

STATEOF

FLORIDA

R EG I S T E R E D A R C H I T E C T 1 2 6 5 9BR I AN OLAN BOATR I GHT

4145

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BOB

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NEW PRIVATE CLUB BUILDING FOR ALPHA KAPPA ALPHA SORORITY

D WARE HOUSE

1165 KINGSLEY AVENUE, ORANGE PARK, FL 32073

A PORTION OF LOT 23, SECTION 8, ORANGE PARK ACCORDING TO THE MAP RECORDED IN PLAT BOOK 1,

PAGE 23 OF THE CURRENT PUBLIC RECORDS OF CLAY COUNTY, FLORIDA, BEING MORE PARTICULARLY

DESCRIBED AS FOLLOWS:

COMMENCE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF DEBARRY AVENUE WITH THE

NORTHERLY RIGHT-OF-WAY LINE OF KINGSLEY AVENUE, SAID INTERSECTION BEING THE SOUTHWEST

CORNER OF SAID LOT 23; THENCE ON SAID NORTHERLY RIGHT-OF-WAY LINE OF KINGSLEY AVENUE RUN

NORTH 87°54'03" EAST, 438.40 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ON LAST SAID LINE

NORTH 87°54'03" EAST, 100.00 FEET; THENCE NORTH 02°07'57" WEST, 100.00 FEET; THENCE SOUTH 87°54'03"

WEST 100.00 FEET; THENCE SOUTH 02°07'57" EAST, 100.00 FEET TO THE POINT OF BEGINNING.

TOGETHER WITH

A PARCEL OF LAND SITUATED IN LOT 23, SECTION 8, ORANGE PARK, CLAY COUNTY, FLORIDA, ACCORDING

TO THE PLAT THEREOF RECORDED IN PLAT BOOK 1, PAGE 23 OF THE CURRENT PUBLIC RECORDS OF SAID

COUNTY, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCE AT THE INTERSECTION OF THE EAST LINE OF DEBARRY AVENUE WITH THE NORTH LINE OF

STATE ROAD 224 (KINGSLEY AVENUE); THENCE ON SAID NORTH LINE NORTH 90°00'00" EAST, 538.40 FEET TO

THE POINT OF BEGINNING; THENCE CONTINUE ON SAID NORTH LINE NORTH 90°00'00" EAST 30.00 FEET,

THENCE NORTH 00°02'00" WEST 435.60 FEET; THENCE SOUTH 90°00'00" WEST 230.00 FEET; THENCE SOUTH

00°02'00" EAST 235.60 FEET; THENCE NORTH 90°00'00" EAST 100.00 FEET; THENCE SOUTH 00°02'00" EAST

100.00 FEET; THENCE NORTH 90°00'00" EAST 100.00 FEET; THENCE SOUTH 00°02'00" EAST 100.00 FEET TO THE

POINT OF BEGINNING.

LEGAL DESCRIPTION

PROJECT DESCRIPTION NEW PRE-ENG, PRE-FAB METAL BUILDING

PROPERTY OWNER ALPHA KAPPA ALPHA, INC.

1169 KINGSLEY AVENUE

ORANGE PARK, FL 32073

STREET ADDRESS 1165 KINGSLEY AVENUE, ORANGE PARK, FL 32073

PARCEL/RE NUMBER 08-04-26-019916-002-00

ZONING DESIGNATION RG-1

SETBACKS: FRONT = 20'

SIDE = 10'

REAR = 20'

MAXIMUM HEIGHT 35 FT

LOT AREA 70,188 SF (1.61 AC)

MAX. LOT COVERAGE 35%

BUILDING AREA 5,000 GSF

LOT COVERAGE 5,000 / 70,188 = 7%

ASSEMBLY SPACE 3,182 NSF

PARKING SPACES REQUIRED = 1/300 NSF = 11 SPACES

PROVIDED = __ SPACES

ADA PARKING SPACES REQUIRED = 1/25 SPACES

PROVIDED = 1

BASIC PROJECT INFORMATION

FLORIDA BUILDING CODE SUMMARY

FLORIDA BUILDING CODES 2017 (6th Ed)

OCCUPANCY USE NARRATIVE: THE BUILDING IS INTENDED AS A PRIVATE CLUB FACILITY USED FOR A WOMEN'S

SORORITY. OCCASIONAL MEETINGS WILL BE HELD, CHARITABLE FUNCTIONS

(SUCH AS PACKING BACKPACKS WITH SCHOOL SUPPLIES FOR NEEDY

CHILDREN), AND AN OCCASIONAL POT LUCK GATHERING. NO COOKING

EQUIPMENT WILL BE PROVIDED BEYOND A MICROWAVE OR SLOW COOKER.

FBC, BUILDING (NEW CONSTRUCTION)

CHAPTER 3 - OCCUPANCY CLASSIFICATION

303.1 CLASSIFICATION A (ASSEMBLY)

303.4 ASSEMBLY A-3 (SIM TO COMMUNITY, LECTURE, EXHIBITION HALL)

CHAPTER 5 - BUILDING HEIGHT AND AREA

T504.3 ALLOWABLE BUILDING HEIGHT A-3, NS = 55 FT

T504.4 ALLOWABLE NO OF STORIES A-3, NS = 2 STORIES

T506.2 ALLOWABLE BUILDING AREA:

GROUP A-3

ALLOWABLE SF 9,500

PROVIDED SF 5,000

CHAPTER 6 - TYPE OF CONSTRUCTION

T601 CONSTRUCTION TYPE II-B (NONCOMBUSTIBLE, NOT SPRINKLERED)

CHAPTER 7 - FIRE RESISTANT RATED CONSTRUCTION

706 FIRE WALLS NONE REQUIRED

707 FIRE BARRIERS NONE REQUIRED

708 FIRE PARTITIONS NONE REQUIRED

709 SMOKE BARRIERS NONE REQUIRED

710 SMOKE PARTITIONS NONE REQUIRED

711 FLOOR & ROOF ASSEMBLIES NONE REQUIRED

712 VERTICAL OPENINGS NOT APPLICABLE

713 SHAFT ENCLOSURES NOT APPLICABLE

714 PENETRATIONS NOT APPLICABLE

715 JOINT SYSTEMS NOT APPLICABLE

716 OPENING PROTECTIVES NOT APPLICABLE

717 DUCTS & AIR XFER OPENINGS NOT APPLICABLE

718 CONCEALED SPACES NOT APPLICABLE

CHAPTER 8 - INTERIOR FINISHES

T803.11 INTERIOR EXIT PASSAGEWAYS CLASS A MIN

CORRIDORS CLASS A MIN

ROOMS CLASS C MIN

CHAPTER 9 - FIRE PROTECTION SYSTEMS

903.2.1.3 GROUP A-3 SPRINKLER NOT REQUIRED

(< 12,000 SF, < 300 OCCUP, 1 STORY)

CHAPTER 10 - MEANS OF EGRESS

T1004.1.2 OCCUPANT LOAD (ASSEMBLY, UNCONCENTRATED, TABLES & CHAIRS, NO FIXED SEATING)

MAIN ROOM 3,182 SF / 15 SF = 212 OCCUPANTS

MEETING ROOM 425 SF / 15 SF = 28 OCCUPANTS

TOTAL OCCUPANT LOAD = 240 OCCUPANTS

1005.1 EGRESS WIDTH 0.02"/OCC (SEE 1017.2, MIN. WIDTH TO BE 36")

T1006.2.1 NUMBER OF EXITS 2 REQUIRED (OL > 49)

COMMON TRAVEL DISTANCE 75 FT MAX (OL > 30)

1008.1 EGRESS ILLUMINATION PROVIDED

1010.1.9.3 PANIC HARDWARE NOT REQUIRED (EXC 2: GROUP A, < 300 OCC)

1010.1.9.3 SIGN REQUIRED "DOOR TO REMAIN UNLOCKED" SIGNAGE REQUIRED

1011 STAIRWAYS NOT APPLICABLE

1012 RAMPS NOT APPLICABLE

1013 EXIT SIGNS WILL PROVIDED AS REQUIRED

1016.2.2 EGRESS THRU INTERV. SPACES ALLOWED

T1017.2 EXIT TRAVEL DISTANCE 200 FT MAX

T1020.1 CORRIDOR RATING NOT REQUIRED (NOT SERVED BY OL > 30)

T1020.2 MIN CORRIDOR WIDTH 36 INCHES (OCCUP LOAD < 50)

1020.4 DEAD END CORRIDORS NONE (20 FT MAX)

1024 LUMINOUS PATHWAY NOT REQUIRED

1028 ASSEMBLY EGRESS NOT REQUIRED (NO ASSEMBLY SPACES)

1029 EMERGENCY ESCAPE NOT APPLICABLE

CHAPTER 11 - ACCESSIBILITY SEE THE ACCESSIBILITY CODE SUMMARY BELOW

CHAPTER 12 - INTERIOR ENVIRONMENT

VENTILATION: MECHANICAL

ATTIC NONE

CHAPTER 16 - STRUCTURAL SEE WIND DESIGN DATA ON THIS SHEET

ACCESSIBILITY CODE SUMMARY

FLORIDA ACCESSIBILITY CODE 2017 (6th Ed)

CHAPTER 2 - SCOPING REQUIREMENTS

201.1 VERTICAL ACCESSIBILITY N/A

203.9 EMPLOYEE WORK AREAS ACCESS FOR APPROACH, ENTRY & EXIT

206 ACCESSIBLE ROUTES AN ACCESSIBLE ROUTE IS PROVIDED

207 ACCESSIBLE EGRESS ACCESSIBLE EGRESS IS PROVIDED

208 ACCESSIBLE PARKING PROVIDED

209 PASSENGER LOADING N/A

210 STAIRWAYS N/A

211 DRINKING FOUNTAINS HI/LO PROVIDED

212 KITCHENS AND SINKS ACCESSIBLE

213.2 TOILET AND BATHING ROOMS ACCESSIBLE RESTROOMS PROVIDED

216 SIGNS SIGNS SHALL BE PROVIDED WHERE REQD

217 TELEPHONES N/A

226.1 WORK SURFACES 36" MAX HT, SIDE APPROACH PROVIDED

CHAPTER 3 - BUILDING BLOCKS

303 CHANGES IN LEVEL ACCESSIBLE ROUTE MEETS CODE

CHAPTER 4 - ACCESSIBLE ROUTES

404 DOORS ALL ON ACCESSIBLE ROUTE MEET CODE

CHAPTER 7 - COMMUNICATION ELEMENTS AND FEATURES

703 SIGNS WHERE REQUIRED, SIGNS SHALL COMPLY

FLORIDA FIRE PREVENTION CODE SUMMARY

FLORIDA FIRE PREVENTION CODE, 2017 (6th EDITION)

"1:" SIGNIFIES NFPA 1 & "101:" SIGNIFIES NFPA 101, AS AMENDED BY FLORIDA

1:CHAPTER 6 - CLASSIFICATION OF OCCUPANCY (NOTE: 101, CHAPTER 6 IDENTICAL AS BELOW)

6.1.2 CLASSIF. OF OCCUPANCY ASSEMBLY < 300

1:CHAPTER 13 - FIRE PROTECTION SYSTEMS

13.3.2.7 NEW ASSEMBLY OCCUPANCIES

13.3.2.7.1 DANCE HALLS & NIGHTCLUBS DOES NOT APPLY

13.3.2.7.2 SPRINKLER SYSTEM NOT REQUIRED (< 300 OCCUPANTS)

13.3.2.7.3 EXCEPTIONS < 300 OCCUPANTS, NOT STADIUM OR ARENA

1:CHAPTER 20.1 - ASSEMBLY

20.1.3.2 CORRIDORS CLASS A OR B

20.1.3.3 ASSEMBLY AREAS CLASS A, B OR C (< 300 OL)

101:CHAPTER 7 - MEANS OF EGRESS

T7.3.1.2 SEE FBC BUILDING CODE SUMMARY - CHAPTER 10

7.3.4.1(2) MIN. EXIT WIDTH 36"

7.4.1.1 MIN. NO OF EXITS 2 (< 500 OL)

7.8.1.2 EXIT ILLUMINATION REQUIRED DURING TIMES OF OCCUP.

101:CHAPTER 12 - NEW ASSEMBLY OCCUPANCIES

12.1.5 CLASS OF HAZARD ORDINARY AND LOW

T12.1.6 MIN. CONSTR. REQMTS II (000), NOT SPR = X4, PERMITTED FOR OL < 300

12.1.7 OCCUPANT LOAD SEE T7.3.1.2 ABOVE

12.2.5 ARRANGEMENT OF EGRESS AISLE ACCESS WILL BE MAINTAINED

12.2.6 TRAVEL DISTANCE 200 FT MAX

12.2.8 ILLUMINATION OF EGRESS WILL BE PROVIDED

12.2.9 EMERGENCY LIGHTING WILL BE PROVIDED

12.2.10 EXIT MARKINGS WILL BE PROVIDED

12.3.3.2.1 INT. WALL & CLG FINISH CLASS A, B OR C

12.3.4.1.1 FIRE ALARM NOT REQUIRED (< 300 OCCUPANTS)

12.3.5 EXTINGUISHMENT PORTABLE EXTINGUISHERS PROVIDED

NFPA 10 - STANDARDS FOR PORTABLE FIRE EXTINGUISHERS

CHAPTER 5 - DISTRIBUTION OF FIRE EXTINGUISHERS

CLASS A HAZARDS ORDINARY (MODERATE)

T5.2.1 MIN RATED SINGLE EXTING 2-A

MIN FLR AREA/UNIT A 1,500 SF (2-A = 3,000 SF)

MAX FLR AREA FOR EXTING 11,250 SF

MAX TRAVEL DIST TO EXTING 75 FT

CLASS B HAZARDS ORDINARY (MODERATE)

T5.3.1 MIN EXIT RATING MAX TRAVEL DISTANCE TO EXTINGUISHER

10-B 30 FT

20-B 50 FT

5.5 CLASS C HAZARDS LOCATE BASED ON CLASS A OR CLASS B

5.6.2 CLASS D HAZARDS NOT MORE THAN 75 FT TRAVEL DISTANCE

5.7.2 CLASS K HAZARDS NOT MORE THAN 30 FT TRAVEL DISTANCE

FLORIDA BUILDING CODE, PLUMBING

FLORIDA PLUMBING CODE 2017 (6th Ed)

CHAPTER 4 - FIXTURES, FAUCETS AND FIXTURE FITTINGS

403.1 MIN NO. OF FIXTURES - ASSEMBLY A-3 (LECTURE HALLS)

OCCUPANTS PER GENDER: 240 / 2 = 120

MALE 120 / 125 = 1 WC & 1 LAV

FEMALE 120 / 65 = 2 WC & 1 LAV

PROVIDED:

MALE 1 WC & 1 URIN & 2 LAV

FEMALE 3 WC & 3 LAV

1 DRINKING FOUNTAIN REQUIRED; 2 PROVIDED (1 HI & 1 LO)

1 SERVICE SINK REQUIRED; 1 PROVIDED

WIND DESIGN DATA (PER FBC)

BUILDING CODE FLORIDA BLDG CODE, 2017 (6th Ed)

BASIC WIND SPEED (3-sec gust) 125 mph

BUILDING IMPORTANCE CATEGORY II

WIND IMPORTANCE FACTOR 1.0

WIND EXPOSURE B

INTERNAL PRESSURE COEFFICIENT ± 0.18 (ENCLOSED)

VICINITY MAP

INDICATES PROJECT LOCATION

SITE

KINGSLEY AVE.

17

PIN

E A

VE

.

220

15

21

220

224

B

L

A

N

D

I

N

G

B

L

V

D

.

218

MIDDLEBURG

220A

15A

16

17

15

218

21

16

218

21

GREEN

COVE

SPRINGS

PENNEY

FARMS

CAMP

BLANDING

ORANGE

PARK

CLAY

HILL

OAKLEAF

S T .

J O H N S

R I V E R

FLEMING

ISLAND

LAKE

ASBURY

BR

AN

AN

F

IE

LD

R

D

ORANGE

PARK

SOUTH

ARGYLE

100

KEYSTONE

HEIGHTS

MELROSE

STARKE

230

215

23

301

301

16

I-295

I-295

WELLS RD

DOCTOR'S

LAKE

KINGSLEY

LAKE

CLAY COUNTY, FL

INDEX OF DRAWINGS

A0.1 COVER

A0.2 LIFE SAFETY PLAN

A1.1 ARCHITECTURAL SITE PLAN

A2.1 FLOOR PLAN

A3.1 EXTERIOR ELEVATIONS

A3.2 EXTERIOR ELEVATIONS

A4.1 BUILDING SECTIONS

A5.1 WALL SECTIONS

A6.1 INTERIOR ELEVATIONS

A7.1 SCHEDULES

A8.1 REFLECTED CEILING PLAN

A9.1 DETAILS

A10.1 GENERAL NOTES

E2.1 ELECTRICAL POWER PLAN

E2.2 ELECTRICAL LIGHTING PLAN

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



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BOB

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SYMBOLS

FE

1-HR RATED WALL

LONGEST EXIT PATH

FIRE EXTINGUISHER

FE-1 5-lb. (3A-40BC)

FE-2 10-lb. (4A-80BC)

FE-3 20-lb. (20A-120BC)

FE-4 15-lb. (CLASS K)

COMBINATION EXIT SIGN AND

EMERGENCY LIGHTING

SMOKE DETECTOR

HEAT DETECTOR

FIRE PULL

HORN/VOICE EVACUATION

STROBE

STROBE/HORN, VOICE EVACUATION

FIRE ALARM CONTROL PANEL

FIRE ALARM ANNUNCIATOR PANEL

S

H

FP

FACP

FAAP

FIRE SUPPRESSION FLOW SWITCH

FIRE SUPPRESSION TAMPER SWITCH

FS

TS

EMERGENCY LIGHT

EXIT DIST

= 93'-7"

FE

6

0

3

03

0

3

0

3

0

6

0

3

0

3

0

16'-8"

73'-4"

100'-0"

19'-2"10"

16'-8"

16'-8"

20'-0"

20'-0"

19'-2"10"

20'-0"

16'-8"

50'-0"

16'-8"

16'-8"

19'-2" 20'-0" 19'-2"20'-0"10" 20'-0" 10"

22'-8"

100

HALL

3,182 NSF

212 OCC LOAD

200 SEATS

1

D

C

B

A

2

3 4

5 6

1 2 5 63 4

E

D.1

D

C

B

A

101

MEETING

102

HOSPITALITY

103

STORAGE

104

MECH/ELECT

105

CORRIDOR

107

MEN

106

WOMEN

108

JANITOR

PORTE COCHERE

LIFE SAFETY PLAN

1/4" = 1'-0"

1

EXIT DIST

= 65'-4"

EXIT DIST

= 44'-11"

EXIT DIST

= 31'-1"

EXIT DIST

= 47'-1"

EXIT DIST

= 116'-2"

FE

FE

FE FE

FE

3

0

6

0

2

8

2

8

3'-1"

EXIT DIST

= 78'-5"

XXXX

X

X

X

X

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

XX

XX

XXX

XX

XX

XX

XX

XX

X

X X X X X X X X X X X X X X X

X

X

XX

XX

XX

XX

XX

X X X X X

XX

XX

XXX

XXX

XX

XX

XX

XXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



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36"

NE

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RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

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HA

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SITE PLAN BASED ON SURVEY PROVIDED BY BOATWRIGHT LAND

SURVEYORS INC., DATED 12-5-18, AND CERTIFIED TO BARBARA

COLEMAN. FILE NO. 2018-1888.

REFER TO CIVIL ENGINEERING PLANS BY ALLYN C. TIDBALL, P.E.

KIN

GS

LE

Y A

VE

NU

E

NEW PRE-ENG,

PRE-FAB

MTL BLDG

F.F. ELEV. 26.00

EXISTING 6 FT TALL WOOD

STOCKADE FENCING

ARCHITECTURAL SITE PLAN

1/16" = 1'-0"

1

10 F

T B

.R

.L.

S 00° 07' 57" E 200.00 FT

FIN. FLR = 26.44'

FIN. FLR = 27.94'

S 00° 07' 57" E 235.60 FT

N 87° 54' 03" E

100.00 F

T

S 87° 54' 03" W

230.00 F

T

N 02° 07' 57" W 435.60 FT

N 87° 54' 03" E

100.00 F

T

EXIST. TWO STORY

FRAME RESIDENCE

NO.1165

EXIST. ONE STORY

STUCCO OFFICE

NO. 1169

RETENTION POND

20 F

T B

.R

.L.

10 F

T B

.R

.L.

10 FT B.R.L.

10 FT B.R.L.

10 FT B.R.L.

NEW GRAVEL DRIVE

EXISTING GRAVEL

PARKING AREA

NEW ASPHALT PARKING

9

7

7

6

1

PARKING REQUIREMENT (PRIVATE CLUB):

3,182 NSF MAIN ASSEMBLY AREA / 300 NSF/SPACE = 11 SPACES MIN

30 SPACES PROVIDED

A.D.A. PARKING REQUIREMENT:

1 SPACE/25 SPACES

30 SPACES / 25 SPACES = 2 SPACES

2 A.D.A. SPACES PROVIDED

ZONE RG-1

ZONE RG-1

EXISTING

6 FT TALL

CHAINLINK

FENCING

EXISTING 6 FT TALL WOOD

STOCKADE FENCING

ZONE RG-1

ZONE CN

ZONE CPO

ZONE CPO

ZONE CPO

ZONE

RG-1

ZONE RG-1

20'-3" ±

20'-3" ±

118'-0" ±

MAIN ASSEMBLY AREA = 3,182 NSF

DOWNSPOUT

(TYP)

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



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36"

NE

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LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

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OR

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IN

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16'-8"

73'-4"

100'-0"

19'-2"10"

1

D

100

HALL

3,182 NSF

212 OCC LOAD

200 SEATS

100A

A

F.E.

5

TYP

16'-8"

16'-8"

C

B

A

2

3 4

5 6

20'-0"

20'-0"

19'-2"10"

20'-0"

16'-8"

50'-0"

16'-8"

16'-8"

19'-2"

1 2 5 6

20'-0" 19'-2"20'-0"10" 20'-0"

3 4

10"

22'-8"

E

D.1

D

C

B

A

100B 100C

A A

A A

A A A

A

101

MEETING

425 NSF

102

HOSPITALITY

356 NSF

101A

101A

102A

103

STORAGE

201 NSF

103

104

107

106

105

104

MECH/ELECT

155 NSF

105

CORRIDOR

84 NSF

107

MEN

128 NSF

106

WOMEN

173 NSF

108

JANITOR

41 NSF

PORTE COCHERE

17'-8" 65'-2" 17'-2"

3'-4" 7'-0" 12'-0" 8'-8" 10'-4" 3'-10"

13'-0"

5'-8"

22'-0"

8'-8" 9'-0"

65'-2" 17'-2"

4'-10" 6'-0" 6'-0" 7'-0" 8'-6" 5'-2" 7'-0" 6'-0" 6'-0" 8'-8"

27'-0"

23'-0"

B

6'-0"

9'-4"

16'-0"

108

FLOOR PLAN

1/4" = 1'-0"

1

6" STUD WALL

6" STUD WALL

6" STUD WALL

F.E. F.E.

F.E.

F.E.

17'-8"

4"

1'-0"

4'-0"

7'-1 1/4"

SHELVING

3'-5"

8'-6"

10'-6"

11'-7"

8'-0"

6'-10"

1'-4"

4

3

1

2

ICE

MAKER

N.I.C.

POT SINK

EQUAL TO

AMTEKCO

C-3-2030-36D

FRZR

N.I.C.

REFRIG

N.I.C.

HAND

SINK

WORK

TABLE

N.I.C.

6

8'-0"

8"

1

A7.1

ENLARGED PLAN

1'-4"

21'-4"

1'-4"

A

A4.1

C

A4.1

B

A4.1

D

A4.1

BUILDING AREA: 5,000 GSF (1 TENANT)

NOTE:

ALL DIMENSIONS ARE TO FACE OF STUD,

UNLESS NOTED OTHERWISE. TAKE CARE TO

NOTE THE CORRECT SIDE OF THE STUD.

1

A5.1

TYP

2

A5.1

2

A5.1

ROLL-UP

COUNTER

DOOR

COUNTER

FLUSH THRU

OPENING

1'-6"

A

A4.1

SEE

SEE

SEE

B

A4.1

D

A4.1

SEE

C

A4.1

SIM

C

A4.1

102B

2'-0"17'-0"2'-0"2'-0" 17'-0" 2'-0"

C

A4.1

B

A4.1

D

A4.1

A

A4.1

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A3.1

181500

5-4-19

BOB

BOB

----

PRE-FABRICATED, PRE-ENGINEERED

METAL BUILDING

PRE-FAB, PRE-FIN

GUTTERS


METAL BUILDING

PRE-FAB, PRE-FIN

GUTTERS

14'-0"

14'-0"

12

4

SOUTH ELEVATION

1/4" = 1'-0"

1

NORTH ELEVATION

1/4" = 1'-0"

2

B

A4.1

C

A4.1

D

A4.1

B

A4.1

C

A4.1

D

A4.1

2'-0" 17'-0" 2'-0" 18'-4" 21'-4" 2'-0"17'-0"2'-0"18'-4"

1'-0"

9'-4"

8"

11'-0"

1

A9.1

2

A9.1

6

A9.1

7

A9.1

1

A9.1

SIM

6

A9.1

SIM

TRELLIS WITH IVY (N.I.C., BY OWNER)

EIFS SYSTEM ON MTL BLDG WALL

PANELS (REVERSE CLASSIC WALL)

FYPON CPCP48BT, OR EQUAL FYPON CCB198X9BT, OR EQUAL, AND RETURNS

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A3.2

181500

5-4-19

BOB

BOB

----

14'-0"

12

4


METAL BUILDING


METAL BUILDING

12"12"

OUTSIDE AIR INTAKE

11'-0"

22'-4"

WEST ELEVATION

1/4" = 1'-0"

3

EAST ELEVATION

1/4" = 1'-0"

4

A

A4.1

A

A4.1

11'-0"

RESTROOM EXHAUST

WALL JACKS (TYP)

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A4.1

181500

5-4-19

BOB

BOB

----

B

A4.1

C

A4.1

MEETING

CORRIDOR

STORAGE

FULL-HT WALLS BEYOND

12

4

14'-0"

14'-0"


METAL BUILDING


METAL BUILDING


METAL BUILDING

BUILDING SECTION

1/4" = 1'-0"

A

BUILDING SECTION

1/4" = 1'-0"

B

BUILDING SECTION

1/4" = 1'-0"

C

BUILDING SECTION

1/4" = 1'-0"

D

HALL

14'-0"

12

4

12

4

MECH CORR MEN JANITOR

MEETING

HOSPITALITY

1

A5.1

TYP

A

A4.1

D

A4.1

A

A4.1

A

A4.1


METAL BUILDING

12'-0"

9'-0"

12'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

SEE DETS A9.1

CASED

OPENING

R-30 ROOF INSULATION (TYP)

R-19 EXTERIOR WALL

INSULATION (TYP)

R-11 INTERIOR

SOUND INSULATION



R-19 EXTERIOR WALL

INSULATION (TYP)


R-19 EXTERIOR WALL

INSULATION (TYP)

2'-10"

4'-2"

7'-0"

2

A5.1

2

A5.1

SIM

1

A5.1

TYP

7'-0"

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A5.1

181500

5-4-19

BOB

BOB

----

3-1/2" FIBERGLASS

SOUND BATTS (TYP)

25 GA (18 MIL) GALV

STEEL STUDS @ 24"

O.C. MAX (SEE FLOOR

PLAN FOR SIZE). WITH

5/8" GWB EA SIDE

SUSPENDED

ACOUSTICAL CLG

(TYP) SEE REFL CLG

PLAN

EXISTING CONC SLAB

ANCHOR TO SLAB

W/ POWDER-

ACTUATED PINS

(0.138" SHANK) @

24" O.C. MIN

20 GA (33 MIL) MTL

STUD TRACK CONT

(SEE FLOOR PLANS

FOR SIZE) ON FOAM

TRACK SEAL

9'-0"

6"

WALL SECTION

3/4" = 1'-0"

1

WALL SECTION

3/4" = 1'-0"

2

5-1/2" FIBERGLASS

SOUND BATTS

25 GA (18 MIL) GALV

STEEL STUDS @ 24"

O.C. MAX (SEE FLOOR

PLAN FOR SIZE). WITH

5/8" GWB EA SIDE

SUSPENDED

ACOUSTICAL CLG

(TYP) SEE REFL CLG

PLAN

EXISTING CONC SLAB

ANCHOR TO SLAB

W/ POWDER-

ACTUATED PINS

(0.138" SHANK) @

24" O.C. MIN

20 GA (33 MIL) MTL

STUD TRACK CONT

(SEE FLOOR PLANS

FOR SIZE) ON FOAM

TRACK SEAL

SEAL TIGHT TO

UNDERSIDE OF ROOF

7'-0"

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A6.1

181500

5-4-19

BOB

BOB

----

INT ELEV

1/4" = 1'-0"

1INT ELEV

1/4" = 1'-0"

4INT ELEV

1/4" = 1'-0"

5INT ELEV

1/4" = 1'-0"

6INT ELEV

1/4" = 1'-0"

2INT ELEV

1/4" = 1'-0"

3

MIRROR

PAPER TOWEL

DISPENSER

TOILET

PAPER

DISPENSER

WASTE

RECEPTACLE

SOAP

DISPENSER

FIRE

EXTINGUISHER

W/BRACKET

ELECTRIC

WATER

COOLER

FIBERGLASS

PANEL EQ TO

MARLITE

INT ELEV7

3'-6"

2'-11"

2'-5"

INT ELEV8

INT ELEV9

3'-0"

4'-0"

2'-9" 2'-9" 2'-9" 2'-9" 3'-2"

7'-0"

5 1/2"

2'-0"

3'-0"

2'-0" 3'-0"

2'-6" 3'-0" 2'-6"

3'-0"

1'-8"

2'-6"

7'-2"

7'-0"

3'-0"

2'-9"

1'-0"

5'-0"

2'-10"

3'-6"

2'-9"

1'-0"

5'-0"

4'-0"

3'-2"

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A7.1

181500

5-4-19

BOB

BOB

----

CD COUNTER DOOR

FG FIBERGLASS/INSUL

GWB GYPSUM WALLBOARD

HM HOLLOW METAL

OH OVERHEAD ROLL-UP

SC SOLID-CORE (WOOD)

SF STOREFRONT/ALUM

TEMP TEMPERED GLASS

WD SOLID-CORE WD

DOOR SCHEDULE

NO ROOM

SIZE

W x H

THK

FRAME DOOR

EXT LOCKS RATING LITES NOTES

TYPE MATERIAL FINISH TYPE MATERIAL FINISH

100A HALL 3

0

x 7

0

1 3/4 HM STEEL PAINT A STEEL PAINT Y Y TEMP

100B HALL 3

0

x 7

0

1 3/4 HM STEEL PAINT B STEEL PAINT Y Y

100C HALL 3

0

x 7

0

1 3/4 HM STEEL PAINT B STEEL PAINT Y Y

101A MEETING 2-3

0

x 7

0

1 3/4 HM WOOD STAIN C SC WD STAIN TEMP

101B MEETING 3

0

x 7

0

1 3/4 HM WOOD STAIN D SC WD STAIN TEMP

102A HOSPITALITY 4

0

x 7

0

1 3/4 HM STEEL PAINT D SC WD STAIN TEMP

102B HOSPITALITY 10

6

x 4

0

- CD ALUM MILL H ALUM MILL

103 STORAGE 2-3

0

x 7

0

1 3/4 HM STEEL PAINT E SC WD STAIN

104 MECH/ELECT 3

0

x 7

0

1 3/4 HM STEEL PAINT F SC WD STAIN

105 CORRIDOR 3

0

x 7

0

1 3/4 - C.O. - - C.O. -

106 WOMEN 3

0

x 7

0

1 3/4 HM STEEL PAINT G SC WD STAIN

107 MEN 3

0

x 7

0

1 3/4 HM STEEL PAINT G SC WD STAIN

108 JANITOR 3

0

x 7

0

1 3/4 HM STEEL PAINT F SC WD STAIN

WINDOW SCHEDULE

MARK

ROUGH

OPENING

W x H

LITES TYPE

EGRESS

CAPABLE

REQD

FRAME

GLAZING

HEAD

MOUNTING

HEIGHT*

NOTES

MATERIAL FINISH

A

3

4

x 5

0

2 SH NO VINYL WHITE 1/2" INSUL 7'-0"

B

4

0

x 4

0

1 FIX NO STEEL PAINT 1/2" INSUL 7'-0"

GENERAL NOTES:

1. INTERIOR DOORS EQUAL TO JELD-WEN SMOOTH, MOLDED, SOLID MINERAL CORE

DOORS IN 4-PANEL PROFILES (COVENTRY, STANFORD, ATHERTON).

2. EXTERIOR DOORS EQUAL TO JELD-WEN GLADIATOR STEEL DOORS IN 4-PANEL (#83)

PROFILE AND 1/2 VIEW 2-PANEL (#43) PROFILE WITH 9-PANEL PRAIRIE LITE INTERNAL

MUNTINS (FRONT DOORS)

ABBREVIATIONS:

GENERAL NOTES:

1. ALL DIMENSIONS ARE ROUGH OPENINGS. DEDUCT FOR

SHIM SPACE AS NEEDED.

* HEAD HEIGHT BASED ON MAIN FLOOR ELEV OF 0'-0"

FINISH SCHEDULE

NO ROOM NAME

FLOOR BASE WALLS CEILING

CLG HT NOTES

EP

OX

Y

VC

T

CA

RP

ET

LU

X V

IN

YL

PLA

NK

CE

R. T

ILE

RU

BB

ER

WO

OD

CE

R. T

ILE

GW

B

M.R

. G

WB

WA

IN

SC

OT

AC

OU

ST

T

ILE

OP

EN

100 HALL ● ● ● ● 12'-0"

101 MEETING ● ● ● ● 9'-0"

102 HOSPITALITY ● ● ● ● ●9'-0"

103 STORAGE ● ● ● ●9'-0"

104 MECH/ELECT ● ● ● ● OPEN

105 CORRIDOR ● ● ● ● 9'-0"

106 WOMEN ● ● ● ● ●9'-0"

107 MEN ● ● ● ● ●9'-0"

108 JANITOR ● ● ● ● ● 9'-0"

xxx

x

DOOR TYPE BDOOR TYPE A

WINDOW TYPE A

5'-0"

3'-4"

3'-0"

7'-0"

INSUL STEEL

6'-0"

TEMP LITE

60" DIA TURNING RADIUS

WATER COOLER

CLEARANCE

60" x 66" REQ'D TOILET

CLEARANCE

30" x 48" REQ'D LAV

CLEARANCE

TOIL. PAPER

DISPENSER

SOAP

DISPENSER

MIRROR

7

9

SERVICE

(MOP) SINK

8

ENLARGED TOILET ROOM PLANS

1/2" = 1'-0"

1

7'-3"

3'-0"

3'-0"

3'-1" 5'-0"

7'-3"

3'-0"

1'-10" 1'-10"

2'-6"

2'-6"

2'-6"

3

'

-

0

1

5

/

1

6

"

1'-0"3'-6"

6"

3'-0"

MOP RACK

WASTE RECEPTACLE

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER &

WASTE RECEPTACLE

SOAP

DISPENSER

WINDOW TYPE B

4'-0"

4'-0"

INSUL STEEL

6'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

7'-0"

DOOR TYPE C DOOR TYPE D DOOR TYPE E DOOR TYPE F DOOR TYPE G

3'-0" 3'-0" 3'-0"6'-0"

S-C WD

TEMP LITE

HM FRAME

S-C WD

TEMP LITE

HM FRAME

S-C WD

HM FRAME

S-C WD

HM FRAME

S-C WD

HM FRAME

2'-0"

3'-0"

H.M. FRAME

EQ TO JELD-WEN

BUILDERS VINYL

S-H TILT W/1"

RAISED SLIM SDL

GRILL

PANIC BARS EQ

TO VON DUPRIN

8827L (LEVER

STYLE 07)

GENERAL DOOR & WINDOW NOTES:

1. ALL EXTERIOR DOORS & WINDOWS TO HAVE

CURRENT FLORIDA PRODUCT APPROVALS

2. ALL WINDOWS SHALL MEET AAMA 101.

3. ALL DOOR GLASS TO BE TEMPERED.

4. SEE PLANS FOR QUANTITIES.

5. FIELD VERIFY ALL SIZES BEFORE ORDERING.

6. SIZES ON THE PLANS ARE NOMINAL AND INTENDED

TO CONVEY DESIGN INTENT. VERIFY SIZES WITH

MANUF. AND FIELD CONDITIONS AND PROVIDE

REQUIRED ROUGH OPENING TO ENSURE

PROPER INSTALLATION.

7. PROVIDE WEATHERSTRIPPING & DOOR SWEEPS TO

ALL EXTERIOR DOORS.

8. PROVIDE NON-EXPANDING SEALANT AT ALL DOORS,

WINDOWS AND ROOF PENETRATIONS.

9. FLASH ALL WINDOWS PER AAMA 2400, AND PROVIDE

SILL PANS PER ASTM E2112.

UNLESS NOTED OTHERWISE, ALL DIMENSIONS

ARE ROUGH OPENING SIZES AND NOT

INCLUDING SHIM SPACE

ADA-COMPLIANT

THRESHOLD (TYP)

PANIC BARS EQ

TO VON DUPRIN

98NL-OP-ALK

DOOR TYPE H

4'-2"

10'-6"

NON-FIRE RATED,

FACE-MOUNTED ALUM

ROLLING COUNTER

DOOR WITH MANUAL

CRANK ON LEFT SIDE

EQ TO CORNELL ESC10

WITHOUT INTEGRAL

SILL

OPENING SIZE

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A8.1

181500

5-4-19

BOB

BOB

----

16'-8"

73'-4"

100'-0"

19'-2"10"

16'-8"

16'-8"

20'-0"

20'-0"

19'-2"10"

20'-0"

16'-8"

50'-0"

16'-8"

16'-8"

19'-2" 20'-0" 19'-2"20'-0"10" 20'-0" 10"

22'-8"

100

1

D

C

B

A

2

3 4

5 6

1 2 5 63 4

E

D.1

D

C

B

A

101

102

103

104

105

107

106

108

PORTE COCHERE

17'-8" 65'-2" 17'-2"

13'-0"

5'-8"

22'-0"

9'-4"

REFLECTED CEILING PLAN

1/4" = 1'-0"

1

SUSP. ACOUST. CLG @ 12'-0" A.F.F.

C.O. @ 8'-6" A.F.F.

OPEN TO ROOF

SUSP ACOUST. CLG @ 9'-0" A.F.F.





INDIRECT L.E.D. 2x2 TROFFER (TYP)

M.R. CAN LIGHT (L.E.D.)

EIFS CEILING AND BEAM WRAPS

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A9.1

181500

5-4-19

BOB

BOB

----

DETAIL - DOOR TRIM @ HEAD

3" = 1'-0"

5

DETAIL - DOOR TRIM @ THRESHOLD

3" = 1'-0"

10

DETAIL - WINDOW TRIM @ HEAD

3" = 1'-0"

4

DETAIL - WINDOW TRIM @ SILL

3" = 1'-0"

9

CAP:

1" x 1-3/4"

FRIEZE:

3/4" x 3-1/2"

FILLET:

3/8" x 1-1/8"

SIDE CASING:

3/4" x 3-1/2"

CAP:

1" x 1-3/4"

FRIEZE:

3/4" x 3-1/2"

FILLET:

3/8" x 1-1/8"

HEAD EXTENSION

AS NEEDED: 3/4"

THK

SIDE CASING:

3/4" x 3-1/2"

PLINTH:

3/4" x 7-1/4"

WOOD BASE:

5/8" x 5-1/4"

STOOL:

1" x 2-1/2"

APRON:

3/4" x 3-1/2"

WOOD BASE:

5/8" x 5-1/4"

SILL & JAMB

EXTENSIONS

AS NEEDED"

3/4" THK

CAP:

1" x 1-1/2"

APRON:

3/4" x 3-1/2"

WOOD BASE:

5/8" x 5-1/4"

DETAIL - CHAIR RAIL

3" = 1'-0"

8

DETAIL - EIFS PILASTER CAP

3" = 1'-0"

1

DETAIL - EIFS PILASTER BASE

3" = 1'-0"

6

DETAIL - EIFS WALL FRIEZE

3" = 1'-0"

2

DETAIL - EIFS WALL BASE

3" = 1'-0"

7

3"

8"

1 1/2"

1 1/2"

EIFS PILASTER

CAP BEYOND

EIFS FRIEZE - RUN UP

TO UNDERSIDE OF

SOFFIT (30" +/-)

EIFS: SYNTH FINISH ON

MECH-FASTENED 1-1/2"

FOAM W/BACK-WRAPPED

REINFORCING MESH

(TYP)

1 1/2"

1"

1"

1'-0"

3"

1 1/2"

3"

11'-0" A.F.F.11'-0" A.F.F.

0'-0" A.F.F.0'-0" A.F.F.



FOAM W/BACK-WRAPPED

REINFORCING MESH

(TYP)



FOAM W/BACK-WRAPPED

REINFORCING MESH

(TYP)



FOAM W/BACK-WRAPPED

REINFORCING MESH

(TYP)

MTL BLDG WALL PANEL

(REVERSE CLASSIC WALL)

DRAINAGE PLANE (MIN 1/4")

MTL BLDG BASE ANGLE TRIM

EIFS FRIEZE - RUN UP

TO UNDERSIDE OF

SOFFIT (30" +/-)

WRB (LIQUID OR

SELF-ADHERED

1/2" DENSGLASS

MECHANICALLY

FASTENED SYSTEM

EIFS SYSTEM:

2" BACKWRAPPED

REINFORCING MESH

(TYP)

EIFS PILASTER

BASE BEYOND

EIFS PILASTER

BEYOND

EIFS PILASTER

BEYOND

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

A10.1

181500

5-4-19

BOB

BOB

----

GENERAL NOTES AND INSTRUCTIONS

1. THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED

ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED

REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT. THESE DRAWINGS ARE

FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT

WILL BE VIGOROUSLY PROSECUTED.

2. DRAWINGS AND NOTES ARE NOT EXHAUSTIVE AND ALL WORK SHALL ADHERE TO THE

APPLICABLE CODES AND STANDARDS WHETHER OR NOT IT IS SHOWN ON THE

DRAWINGS. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED WITH DUE CARE AND

DILIGENCE, HOWEVER THE ARCHITECT CANNOT GUARANTEE PERFECTION. FAILURE

TO NOTIFY THE ARCHITECT OF DISCREPANCIES AND CHANGES WITHOUT THE

WRITTEN CONSENT OF THE DESIGN TEAM RELIEVES THE ARCHITECT OF THE

RESPONSIBILITY FOR ALL CONSEQUENCES ARRIVING FROM SUCH CHANGES OR

DISCREPANCIES. MINOR DETAILS OR MEANS AND METHODS NOT USUALLY SHOWN OR

SPECIFIED BUT REQUIRED FOR PROPER COMPLETION OF THE WORK ARE

INCORPORATED INTO THE CONTRACT DOCUMENTS AS IF THEY WERE SHOWN.

3. THE ARCHITECT SHALL NOT BE RESPONSIBLE WHERE CONSTRUCTION DEVIATES

FROM THESE DRAWINGS OR FROM WRITTEN RECOMMENDATIONS. CHANGES TO THE

PLANS BY THE OWNER AND/OR CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE

PERSONS MAKING SUCH CHANGES. THE OWNER AND/OR CONTRACTOR SHALL HOLD

THE ARCHITECT HARMLESS FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND

EXPENSES INCLUDING, BUT NOT LIMITED TO, ATTORNEY'S FEES ARISING OUT OF OR

RESULTING FROM THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. THE

ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE

RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR

PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH

THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS,

FOR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF

ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE,

HANDLING, REMOVAL, DISPOSAL OR EXPOSE OF PEOPLE TO HAZARDOUS MATERIALS

IN ANY FORM INCLUDING, BUT NOT LIMITED TO, ASBESTOS PRODUCTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. NO ASBESTOS

CONTAINING PRODUCTS ARE TO BE INSTALLED IN THE PROJECT.

5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES,

LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND

COMPLETION OF THE WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR ARRANGING

ALL OTHER WORK REQUIRED TO MAKE THE BUILDING OCCUPIABLE, OPERATIVE, AND

IN AGREEMENT WITH THE DESIGN INTENT DOCUMENTED IN THE DRAWINGS AND

SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

SUBCONTRACTORS, INSPECTIONS, TRADES AND THE MAINTENANCE OF THE PROJECT

SCHEDULE.

6. NOTIFY THE ARCHITECT IF THE PROPOSED USE IS NOT IN ACCORDANCE WITH LOCAL

AND STATE REQUIREMENTS AND PROVIDE THE ARCHITECT WITH ANY NECESSARY

DOCUMENTATION INCLUDING ZONING, SETBACKS, ENVIRONMENTAL REGULATIONS,

OR ANY SIMILAR CONSTRAINTS WHICH MAY AFFECT THE PROJECT. HOWEVER, IN NO

CASE SHALL ANY PART OF THE DWELLING OR ANY OTHER STRUCTURE BE LOCATION

WITHIN 3'-0" OF A PROPERTY LINE WITHOUT APPROVAL OF THE ARCHITECT.

7. INCLUDED ENGINEERS' DRAWINGS TAKE PRECEDENCE OVER ARCHITECTURAL IN

REGARD TO CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL ENGINEERING

CONTENT. HOWEVER CONFLICTS ARE TO BE RESOLVED BY THE ARCHITECT AFTER

WRITTEN NOTIFICATION BY THE CONTRACTOR AND IN CONSIDERATION OF THE

RELEVANT ARCHITECTURAL DETAILS.

8. WHEN NOT PROVIDED IN THE CONTRACT DOCUMENTS, THE DESIGN OF HEATING,

VENTILATION AND AIR CONDITIONING, PLUMBING, GAS AND ELECTRICAL SYSTEMS ARE

TO BE PROVIDED BY THE CONTRACTOR, INCLUDING THE PREPARATION OF REQUIRED

DRAWINGS AND COORDINATION WITH THE ARCHITECTURAL DRAWINGS. THE

ARCHITECTURAL DRAWINGS SHOW THE GENERAL ARRANGEMENT, EXTENT AND

INTENT OF THE WORK.

9. INSTALL ALL WORK PLUMB, TRUE, LEVEL AND WITH GOOD WORKMANSHIP. THE

ARCHITECT RESERVES THE RIGHT TO REJECT INFERIOR WORK. INFERIOR WORK

SHALL BE REPLACED AS DIRECTED WITHOUT ADDITIONAL COST TO THE OWNER.

10. INSTALL ALL MATERIALS, PRODUCTS AND EQUIPMENT TO THE MANUFACTURERS'

INSTRUCTIONS, RECOMMENDATIONS AND THE STANDARD OF RECOGNIZED AGENCIES

AND ASSOCIATIONS. PROVIDE ADEQUATE BLOCKING/SUPPORT FOR ALL EQUIPMENT,

CABINETS, ETC. PROVIDE ALL ANCHORS, FASTENERS AND ACCESSORIES REQUIRED

FOR A COMPLETE INSTALLATION. ALLOW FOR THERMAL EXPANSION, CONTRACTION

AND BUILDING MOVEMENT. SEPARATE INCOMPATIBLE MATERIALS WITH SUITABLE

MATERIALS OR SPACING. PREVENT CATHODIC CORROSION. PROTECT BETWEEN

MATERIALS/STRUCTURE AS INDICATED AND AS REQUIRED BY THE MANUFACTURER

OR RECOGNIZED INDUSTRY STANDARDS. INSTALL PRODUCTS UNDER APPROPRIATE

ENVIRONMENTAL CONDITIONS (AIR TEMPERATURE, SURFACE TEMPERATURE,

RELATIVE HUMIDITY, ETC.) TO ENSURE QUALITY AND DURABILITY. MAINTAIN PROPER

PROTECTION DURING DRYING/CURING.

11. WHERE SIZE, CAPACITY, MODEL, STYLE OR OTHER PERTINENT INFORMATION IS NOT

SHOWN, FURNISH WORK IN THE FASHION THAT WILL MEET APPLICABLE CODE AND

RESULT IN AN OPERABLE BUILDING MEETING THE DESIGN INTENT AND OBTAIN THE

ARCHITECT'S WRITTEN APPROVAL PRIOR TO PROCEEDING. WHERE THE COMPLETE

SIZES OR DIMENSIONS OF MEMBERS, CONNECTIONS OR FASTENERS OF ANY ITEM

ARE NOT INDICATED, DESIGN THE ITEM TO PRODUCE THE STRENGTH APPROPRIATE

TO THE USE INTENDED.

12. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS

AND CONDITIONS RELIED UPON FOR THE INSTALLATION OF SHOP-FABRICATED OR

OTHER FIELD-INSTALLED MATERIALS.

13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CONSTRUCTION WASTE

RECYCLING PROGRAM FOR WOOD, METALS AND CARDBOARD IN ADDITION TO

REMOVING ALL RUBBISH AND DEBRIS AND KEEPING A CLEAN SITE. THE CONTRACTOR

IS RESPONSIBLE FOR A THOROUGH AND PROFESSIONAL CLEANING PRIOR TO OWNER

OCCUPANCY AND COORDINATION OF A FINAL PUNCH LIST PROCESS.

14. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH FULL WARRANTY INFORMATION

ON ALL PRODUCTS AND EQUIPMENT, AS WELL AS MAINTENANCE AND OPERATION

MANUALS INCLUDING MANUFACTURERS' INSTRUCTIONS AND OTHER RELEVANT

MATERIAL.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND CONTINUOUS

MAINTENANCE OF ALL WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S

PROPERTY FROM DAMAGE OR LOSS BY DUST, DIRT, WATER, THEFT, FIRE OR ANY

OTHER PHYSICAL DAMAGE IN CONNECTION WITH THE CONSTRUCTION CONTRACT.

16. DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHALL BE

VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR

SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS

AND/OR CONFLICTS BEFORE PROCEEDING WITH THE PORTION OF THE WORK IN

QUESTION. CONTRACTOR SHALL HAVE ALL DIMENSIONS FIELD VERIFIED PRIOR TO

ORDERING MATERIALS.

17. CHECK DETAILS FOR APPROPRIATE LOCATION OF ALL ITEMS NOT DIMENSIONED ON

THE DRAWINGS. ALL DOORS ARE LOCATED BY THE FLOOR PLAN DIMENSIONS AND/OR

JAMB DETAIL RELATIVE TO THE ADJACENT WALLS AND PARTITIONS. DOORS AND

CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4" FROM THE FACE OF THE

ADJACENT WALL OR CENTERED BETWEEN THE WALLS, UNLESS NOTED OTHERWISE.

18. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE

FACE OF THE STUD OR FACE OF THE BLOCK. "ALIGN" MEANS TO ACCURATELY LOCATE

FINISHED FACES IN THE SAME PLANE. WHERE SPECIFIC DIMENSIONS, DETAILS AND

DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING

BEFORE PROCEEDING WITH ANY WORK IN QUESTION.

19. FOR STRUCTURAL WORK THE CONTRACTOR SHALL REVIEW ALL STRUCTURAL

DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO THE CONSTRUCTION.

CONTRACTOR SHALL INFORM ARCHITECT OF ANY DISCREPANCIES IN THE

DOCUMENTS OR IN CONFLICT WITH THE CODES. CONTRACTOR INITIATED CHANGES

SHALL BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT AND STRUCTURAL

ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. PROVIDE

ADEQUATE TIME (10 WORKING DAYS MINIMUM) TO REVIEW PROPOSED CHANGES.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS

AND: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM

THE WORK. ALL STRUCTURAL SYSTEMS SUCH AS WOOD PRESSED-PLATE TRUSSES

WHICH HAVE COMPONENTS TO BE FIELD-ERECTED SHALL BE SUPERVISED BY THE

SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION

IN ACCORDANCE WITH THE SUPPLIER'S PRINTED INSTRUCTIONS. CONTRACTOR TO

COORDINATE STRUCTURAL FRAMING WITH ELECTRICAL, PLUMBING AND MECHANICAL

WORK. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OPERATION OF ALL

SYSTEMS AND THE COORDINATION OF ALL SYSTEMS AND TRADES. CONTRACTOR TO

NOTIFY ARCHITECT AND ENGINEER FOR RESOLUTION OF ALL DISCREPANCIES PRIOR

TO CONSTRUCTION.

20. ALL WINDOW AND DOOR SIZES AND DIMENSIONS ARE NOMINAL AND THE

CONTRACTOR OR SUBCONTRACTOR/INSTALLER IS CHARGED WITH PROVIDING THE

CORRECT ROUGH OPENING AS REQUIRED FOR THE CORRECT INSTALLATION OF THE

PRODUCT.

21. THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE

ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.

22. TYPICAL WALL SECTIONS, FINISHES AND DETAILS ARE NOT DUPLICATED EVERYWHERE

THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED

DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. REPETITIVE FEATURES

NOT INDICATED IN THE DRAWINGS EVERY PLACE THAT THEY OCCUR SHALL BE

PROVIDED AS IF DRAWN IN FULL. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE

OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT

SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED.

23. THE CONTRACTOR AND SUBCONTRACTORS SHALL CONSULT THE COMPLETE SET OF

PLANS FOR COORDINATION OF WORK. THE CONTRACT DOCUMENTS ARE

COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF

REQUIRED BY ALL.

24. EACH SUBCONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF

CONDITIONS THEREIN. EACH TRADE CONTRACTOR SHALL INVESTIGATE, VERIFY AND

BE RESPONSIBLE FOR ALL THEIR REQUIREMENTS IN THE PROJECT AND SHALL NOTIFY

THE ARCHITECT AND OWNER OF ANY CONDITIONS REQUIRING INFORMATION BEFORE

PROCEEDING WITH THEIR WORK. THE SUBCONTRACTORS SHALL PROTECT ALL

EXISTING SITE ELEMENTS FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS AND

REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT.

25. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE

CONCEALED IN ALL FINISHED SPACES. FASTENER SIZE AND SPACING SHALL BE IN

ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND FBC TABLE 2304.9.1. ALL

FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED

ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN

ACCORDANCE WITH FRC R317.3.

26. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER BY

GASKETS OR COATINGS OR BOTH TO AVOID GALVANIC CORROSION ACTION.

27. ALL WOOD EXPOSED TO THE WEATHER SUCH AS DECKS, RAILINGS, JOISTS, BEAMS

AND POSTS SHALL BE PRESSURE-TREATED. ALL WOOD IN CONTACT WITH CONCRETE

OR MASONRY SHALL BE PRESSURE-TREATED.

28. EXPOSED SEALANTS SHALL BE CONSTRUCTED WITH A BOND BREAKER OR BACKER

ROD. UNLESS NOTED OTHERWISE ALL EXTERIOR JOINTS SHALL BE SEALED WITH

DOW CORNING 795 SILICONE SEALANT. HIDDEN SEALANT JOINTS NOT EXPOSED TO

THE EXTERIOR SHALL BE BUTYL SEALANT.

29. PROVIDE BLOCKING AT ALL EXTERIOR WALL PENETRATIONS (HOSE BIBS, ELECTRICAL

RECEPTACLES, FIXTURES, ETC.). PROVIDE A HEAD FLASHING OVER THE BLOCKING AT

PENETRATIONS OVER 9" IN LENGTH.

30. PROVIDE BLOCKING FOR ALL CASEWORK, TOILET ACCESSORIES AND OTHER

ELEMENTS MOUNTED TO OR BRACED AGAINST THE WALLS PRIOR TO INSTALLING

WALL BOARD.

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

E2.1

181500

5-4-19

BOB

BOB

----

QUAD RECEPTACLE

ELECTRICAL WATER COOLER

EWC

ELECTRICAL LEGEND

SURFACE MTD. OR LAY-IN W/DIFFUSER FLUOR. FIXTURE

TELEPHONE BACKBOARD

DISCONNECT SWITCH

TELEPHONE OUTLET

EMERGENCY LIGHT W/ BATTERY

SPECIAL RECEPTACLE 220

DUPLEX FLOOR OR CEILING RECEPTACLE

DUPLEX WALL RECEPTACLE

THREE POLE SWITCH

EXPOSED TUBE FLUOR. FIXTURE

SINGLE POLE SWITCH RATED 120/277

RECESSED CAN LIGHT

INCANDESCENT FIXTURE (CEILING MOUNTED)

EXHAUST FAN

ELECTRICAL PANEL

EXIT LIGHT

WEATHERPROOF AND GFI

WP

DIMMER SWITCH

DIM

DATA OUTLET

R

WALL MOUNTED FIXTURE

SHADING REPRESENTS LIT FACE

ARROWS REPRESENT CHEVRONS

GFI GROUND FAULT CIRCUIT INTERRUPT

MOTOR

M

MR

MOISTURE RESISTANT

DUPLEX WALL RECEPTACLE - ABOVE COUNTER

DUPLEX RECEPTACLE - CORD REEL

16'-8"

19'-2"10"

16'-8"

16'-8"

20'-0"

20'-0"

19'-2"10"

20'-0"

16'-8"

50'-0"

16'-8"

16'-8"

19'-2" 20'-0" 19'-2"20'-0"10" 20'-0" 10"

100

HALL

1

D

C

B

A

2

3 4

5 6

1 2 5 63 4

E

D.1

D

C

B

A

101

MEETING

102

HOSPITALITY

103

STORAGE

104

MECH/ELECT

105

CORRIDOR

107

MEN

106

WOMEN

108

JANITOR

PORTE COCHERE

17'-8" 65'-2" 17'-2"

13'-0"

5'-8"

22'-0"

8'-8" 9'-0" 65'-2" 17'-2"

27'-0"

23'-0"

9'-4"

POWER PLAN

1/4" = 1'-0"

1

UNDER COUNTER IN APRON

SEE INT ELEVATIONS

GFI

GFI

GFI

GFI

GFIGFI

GFI

WP

WP

WP

WP

WP

WP

WP

AutoCAD SHX Text

S

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

3

R R

R R

R R

R R

R R

MR

R

MR

R

MR

R

MR

R

MR

R

3

3

DIM

3

3

DIM

CHECKED BY

DATE

DRAWN BY

JOB NO.

REVISIONS



A R C H I T E C T


STATEOF

FLORIDA


4145

RENGISED

ROIRETNI

DESNECIL

DATENO COMMENT

TH

IS

D

RA

WIN

G IS

IN

TE

ND

ED

T

O B

E P

RIN

TE

D A

T 24" X

36"

NE

W P

RIV

AT

E C

LU

B B

UILD

IN

G F

OR

A

LP

HA

K

AP

PA

A

LP

HA

S

OR

OR

IT

Y

1165 K

IN

GS

LE

Y A

VE

NU

E, O

RA

NG

E P

AR

K, F

L 32073

D W

AR

E H

OU

SE

E2.2

181500

5-4-19

BOB

BOB

----

16'-8"

19'-2"10"

16'-8"

16'-8"

20'-0"

20'-0"

19'-2"10"

20'-0"

16'-8"

50'-0"

16'-8"

16'-8"

19'-2" 20'-0" 19'-2"20'-0"10" 20'-0" 10"

QUAD RECEPTACLE

ELECTRICAL WATER COOLER

EWC

ELECTRICAL LEGEND

LAY-IN 2' X 4' INDIRECT LED. FIXTURE

TELEPHONE BACKBOARD

DISCONNECT SWITCH

DATA/TELEPHONE OUTLET

EMERGENCY LIGHT W/ BATTERY

SPECIAL RECEPTACLE 220

DUPLEX FLOOR OR CEILING RECEPTACLE

DUPLEX WALL RECEPTACLE

THREE POLE SWITCH

CHAIN-HUNG LED FIXTURE

SINGLE POLE SWITCH RATED 120/277

RECESSED CAN LIGHT

CEILING-MOUNTED FIXTURE

EXHAUST FAN

ELECTRICAL PANEL

EXIT LIGHT

WEATHERPROOF AND GFI

WP

DIMMER SWITCH

DIM

R

WALL-MOUNTED FIXTURE

SHADING REPRESENTS LIT FACE

ARROWS REPRESENT CHEVRONS

GFI GROUND FAULT CIRCUIT INTERRUPT

MOTOR

MR

MOISTURE RESISTANT

DUPLEX WALL RECEPTACLE - ABOVE COUNTER

DUPLEX RECEPTACLE - CORD REEL

100

101

102

103

104

105

107

106

108

PORTE COCHERE

1

D

C

B

A

2

3 4

5 6

1 2 5 63 4

E

D.1

D

C

B

A

LIGHTING PLAN

1/4" = 1'-0"

1

LAY-IN 2' X 2' INDIRECT LED FIXTURE

M

CHAIN-HUNG LED STRIP LIGHT,

70 WATTS, 3500K LIGHT

RECESSED LED CAN LIGHT, WEATHER-PROOF

(6300 LUMENS, 3500K)

RECESSED LED CAN LIGHT

(6300 LUMENS, 3500K)

EXTERIOR LED WALL-PAK EQUAL TO

LUMINAIRE DWL512 (15W, 4000K)

INDIRECT LED TROFFER EQUAL TO

PHILIPS DAY-BRITE SOFTRACE (6300

LUMENS, 3500K)

INDIRECT LED TROFFER EQUAL TO

PHILIPS DAY-BRITE SOFTRACE (6300

LUMENS, 3500K)

PROVIDE PHOTOCELL/TIMER CONTROL

PROVIDE PHOTOCELL/TIMER CONTROL

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

F

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

3

state li 41ce 5nse ner di ntdesigerir · 2019. 5. 6. · florida plumbing code2017 (6th ed) chapter...

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