4.1_-_IFB_-_Grace_-_Phase_1_ARCH_Plans_2026-05-08.pdf

PDF 4 MB Posted

Attached to
South Soccer Sports Complex
Solicitation number
26-042
Issued by
Santa Rosa County, Mount Carmel CDP, Florida

About this file

This is an Architectural Plans document for the South Santa Rosa County Sports Complex at PSC (Grace Project - Phase 1) prepared by Moffatt & Nichol for Santa Rosa County, Florida. The project encompasses the design of a single-story, Type VB construction assembly building with a total building area of 1,975 square feet located in Gulf Breeze, Florida (flood zone PBD X). The facility includes a concession area (101), two storage rooms (102, 103), electrical room (104), women's restroom (105), janitorial space (106), and men's restroom (107), with an occupancy classification of A-5 (Assembly Group) designed for approximately 400 people. The building features pre-engineered wood roof trusses with standing seam aluminum roofing, brick veneer exterior walls with 8-inch concrete masonry unit (CMU) construction, and minimum R-38 open-cell spray foam roof insulation. Interior ceiling heights are 10 feet 3 inches throughout, with moisture-resistant gypsum board ceilings. The project incorporates three emergency exits with a maximum exit travel distance of 44 feet, exceeding the required 200-foot standard for assembly occupancies. Construction details include stainless steel counter roll-up doors at concession areas, hollow metal doors and frames throughout, and extensive accessibility accommodations in restroom facilities with grab bars, accessible water closets, and compliant fixture mounting heights.

The architectural plans specify materials and finishes including Cherokee Brick field in Burgundy with Light Gray accent soldier courses, PAC-CLAD Tite Loc Plus champagne-colored standing seam aluminum roofing, and James Hardie soffit panels. Interior finishes include sealed concrete floors with epoxy coating (Sherwin Williams Armorseal 8100 or Resuflor system), painted CMU walls per specified color schedules, and Scranton Products Hiny Hiders stainless steel toilet partitions. The plans reference compliance with the 2023 Florida Building Code (8th Edition), 2023 Florida Fire Prevention Code, and 2020 National Electric Code (NFPA 70). No automatic sprinkler system is provided, and the maximum common path of egress distance is 75 feet. All concession food service equipment is owner-furnished and installed, while toilet accessories (excluding grab bars) are owner-furnished and contractor-installed. The plans indicate equipment curbs for mechanical units with 6-foot high vinyl-coated chain-link fence enclosure and detailed specifications for roof penetrations, flashing systems, and weatherproofing assemblies.

View the file

Other files

Show all 17

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

R

EF

10'-0" A

13'-6" A

20'-6" A

FEC

FEC

KB

160 160

LTR

SYMBOLS LEGEND

ROOM NAME / NUMBER

DESIGNATION

DOOR NUMBER

WINDOW / LOUVER

TYPE

WALL TYPE

ELEVATION

TARGET

ELEVATION NUMBER

INTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION

SYMBOL

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

SECTION NUMBER

SECTION SYMBOL

SHEET ON WHICH

SECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICH

DETAIL IS DRAWN

A101

SIM

A

A

4 A-200

ROOM NAME

A-201

PLAN NORTH

TRUE NORTH A-201

ABBREVIATIONS

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS, RANGE, RISER

RCP REFLECTED CEILING PLAN

RD REINFORCING STEEL BARS REBAR

REF REFERENCE, REFRIGERATOR

REG REGISTER

REINF REINFORCE

RET RETURN

REV REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FOOT(FEET)

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TE TOP ELEVATION

TEL TELEPHONE

TOC TOP OF CONCRETE

TOS TOP OF SLAB, TOP OF STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VTR VENT THROUGH ROOF

W WASHER, WEST, WIDE

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WP WATERPROOFING

WSCT WAINSCOT

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

BD BOARD

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BUR BUILT-UP ROOFING

CF/CI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF/GI CONTRACTOR FURNISHED/

GOVERNMENT INSTALLED

CID COMPREHENSIVE INTERIOR

DESIGN PACKAGE

CIP CAST-IN-PLACE, CAST IRON PIPE

CJ CONSTRUCTION JOINT/CONTROL

JOINT

CL CENTER LINE, CLASS, CLOSE

CLG CEILING

CLR CLEAR, COLOR, COOLER

CMU CONCRETE MASONRY UNIT

CPT CARPET

COL COLUMN

CONC CONCRETE

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT, CONTRACTOR

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

COTR CONTRACTING OFFICER

TECHNICAL REPRESENTATIVE

CU FT CUBIC FEET

CU YD CUBIC YARD

D DRYER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWS EYE WASH STATION

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF EL FINISH FLOOR ELEVATION

FIN GR FINISH GRADE

FLR FLOOR

FP FIREPROOF

FT FEET, FOOT

FTG FOOTING

GA GAGE

GALV GALVANIZED IRON

GB GRAB BAR

GC GENERAL CONTRACTOR

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GF/CI GOVERNMENT FURNISHED/

CONTRACTOR INSTALLED

GL GLASS

GLZ GLAZING

GMS GALVANIZED METAL STUD

GYP BD GYPSUM BOARD

HB HOSE BIBB

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING/VENTILATING/AIR COND

IBC INTERNATIONAL BUILDING CODE

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

LAM LAMINATE

LAV LAVATORY

LH LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MS MOP SINK

MT MOUNT

MTD MOUNTED

MTG MEETING

MTL METAL

MW MICROWAVE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OF/OI OWNER FURNISH/

OWNER INSTALLED

OF/CI OWNER FURNISH/

CONTRACTOR INSTALLED

OH OVERHANG, OVERHEAD

OH DR OVERHEAD (COILING) DOOR

OPNG OPENING

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

PLAN

NORTH

LIFE SAFETY LEGEND

SURFACE MOUNTED

FIRE EXTINGUISHER CABINET

MOUNT BOTTOM OF CABINET AT 24" AFF

FEC

EXIT CAPACITY (OCCUPANTS) 170

A 27' -6"

EXIT SIGN (SHADED REGION

INDICATES LIGHTED SIDE)

EXIT PATH LETTER WITH SEGMENT

TRAVEL DISTANCE AND DIRECTION

OF TRAVEL. SEE EXIT DISTANCE

CHART FOR TOTAL EXIT DISTANCES.

FLORIDA PRODUCT APPROVAL

EXTERIOR HOLLOW METAL

DOOR & FRAME

STANDING SEAM ALUMINUM ROOFING

NOTE: THE MANUFACTURER AND PARTS LISTED IN THIS TABLE IS NOT INTENDED TO LIMIT ACCEPTABLE MANUFACTURERS OR SYSTEMS. INSTEAD, THIS TABLE IS INTENDED TO ESTABLISH A BASIS OF DESIGN. IN ORDER TO BE CONSIDERED AS AN ACCEPTABLE EQUIVALENT, THE SYSTEM/COMPONENT MUST HAVE FLORIDA PRODUCT

APPROVAL AND BE DESIGNED TO RESIST PRESSURES INDICATED ON STRUCTURAL DRAWINGS.

COMPONENT MANUFACTURER / AND PART # FLORIDA PRODUCT APPROVAL #

STEELCRAFT H SERIES

DOOR W/ F SERIES FRAME

FL # 20736.1

PAC-CLAD TITE LOC PLUS FL # 24423.11

CODE AND LIFE SAFETY DATA

APPLICABLE CODES:

2023 FLORIDA BUILDING CODE, 8TH ED.

2023 FLORIDA FIRE PREVENTION CODE, 8TH ED.

2020 NATIONAL ELECTRIC CODE (NFPA 70)

CHAPTER 3 - OCCUPANCY CLASSIFICATION

SECTION USE GROUP

303.6 A-5 (ASSEMBLY GROUP)

2023 FLORIDA BUILDING CODE - MECHANICAL

2023 FLORIDA BUILDING CODE - PLUMBING

AN AUTOMATIC SPRINKLER SYSTEM WILL NOT BE PROVIDED.

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

GROUP CONSTRUCTION TYPE ALLOWABLE AREA

A-5 TYPE VB UL SF 1,975 SF

ACTUAL BUILDING AREA

CHAPTER 6 - TYPES OF CONSTRUCTION

BUILDING ELEMENT TYPE VB

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS:

EXTERIOR

INTERIOR

NON-BEARING WALLS AND PARTITIONS 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION AND

SECONDARY MEMBERS

CHAPTER 9 - FIRE PROTECTION SYSTEMS

CHAPTER 10 - MEANS OF EGRESS

MAX. EXIT ACCESS TRAVEL DISTANCE

- A-5 ASSEMBLY: 200'-0"

FBC TABLE

1017.2

MAX. COMMON PATH OF EGRESS DISTANCE

- A-5 ASSEMBLY: 75'-0"

FBC TABLE

1006.2.1

ZONING FLOOD ZONE

PBD X

THEREFORE NO AREA INCREASE IS REQ'D

FBC TABLE 506.2 - ALLOWABLE AREA

FBC TABLES 504.3a AND 504.4 - ALLOWABLE HEIGHT

GROUP CONSTRUCTION TYPE

A-5 TYPE VB

ALLOWED STORIES ALLOWED FT.

40 FT.UL

ACTUAL FT.ACTUAL STORIES

1 STORY 20'-0"

FBC TABLE 1004.5 OCCUPANT LOADING

FUNCTION OF SPACE ROOM NUMBERS LOAD FACTOR AREA

KITCHENS,

COMMERCIAL

200 SF GROSS 385 SF

A-

STORAGE 300 SF GROSS

MECHANICAL

102, 103, 106

104 300 SF GROSS 144 SF

668 SF

101 2

BUILDING TOTAL 6

CORRIDOR FIRE RESISTANCE RATING

- A-5 ASSEMBLY: 1, WITHOUT SPRINKLER SYSTEM (NO CORRIDORS PRESENT IN PROJECT)

FBC TABLE

1020.1

CHAPTER 29, TABLE 2902.1 - REQUIRED PLUMBING FIXTURES

USE GROUP OCC. WATER CLOSETS LAVATORIES DRINKING FOUNTAIN

ASSEMBLY

(A-5)

200/75=3 (3) 400/1000=1 (2)

CHAPTER 8 - INTERIOR FINISHES

GROUP

EXIT ENCLOSURES &

EXIT PASSAGEWAYS

CORRIDORS

A-5 A A

ROOMS &

ENCLOSED

SPACES

C

NONSPRINKLERED (CLASS OF MATERIAL)

1005 CAPACITY FACTOR OF EGRESS COMPONENTS

OTHER EGRESS COMPONENTS 0.20 WIDTH REQUIRED 1.2"

1010.1.1 MINIMUM CLEAR WIDTH FOR DOOR OPENINGS: 32"

1020.5 MAX. DEAD END CORRIDOR LENGTH: 20'-0"

1006.2.1.1 MINIMUM NUMBER OF EXITS PER STORY = 1

NUMBER PROVIDED: 3

200/200=1 (3)

OCCUPANTS

OVERHEAD COILING DOOR CORNELL COOKSON ESC-10 FL # 19075.1

COMPOSITE SOFFIT PANEL JAMES HARDIE SOFFIT PANELS FL # 13265

CHAPTER 7 - FIRE AND SMOKE PROTECTION

BUILDING ELEMENT TYPE VB

NO FIRE SEPARATIONS ARE REQUIRED

NOTE: FIXTURE COUNT IS BASED ON AN ASSUMED CAPACITY OF 400 PEOPLE TOTAL FOR THE BUILDING AND

SURROUNDING ATHLETIC FIELDS. PARENTHESES DENOTE PROVIDED FIXTURES.

WIDTH PROVIDED 96"

SERVICE SINK

MALE FEMALE MALE FEMALE

200/40=5 (5) 200/150=2 (4) 1 (1)

KB

LTR LIGHTWEIGHT TRUSS SIGN, ROOF

ONLY, COMPLYING W/ FLORIDA

ADMINISTRATIVE CODE 69A-60.0081.

MOUNT 48" AFF TO BOTTOM OF SIGN

KNOX BOX (3200 SERIES OR OTHER

ACCEPTABLE TO AHJ) SEMI-RECESSED,

PREFINISHED TO MATCH WALL COLOR

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-001

LI

FE

S A

FE

TY

P

LA

N

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"A1-001

1 LIFE SAFETY PLAN

PLAN

NORTH

EXIT DISTANCE

EXIT PATH #

TOTAL TRAVEL

DISTANCE

A 44' - 0" ladams Florida

R

EF

A1-201

A1-202

A1-201

A1-202

CONCESSION

STORAGE

STORAGE

ELECTRICAL

WOMENS RR

JANITORIAL

MENS RR

A1-401

A1-301

EWC

DS DS

DS

DSDS

DS

DSDS

A

A

2 22

A

A

A

A

A

A

A

A

A1-301

A

A

FEC

FEC

S

104103

101B101A

105 107106

2'-8"

10'-8"

45'-4"

2'-8"

2'- 8"

7'- 0"

19'-4" 10'-4"10'-4"

'-4

3'- 4"

8" 9'-

0" 3'-

4" 6'-

4" 6'-

4"

'-0

8" 8"

'-0

6'- 4"

'-8

8"

8" 5'-4" 3'-4" 5'-4" 3'-4" 2'-0" 3'-4" 2'-0" 8"

8" 13'-4" 8'-0" 1'-4" 8'-0" 13'-4" 8"

1'- 8"

'-0

'-8

10'-8"

A1-310

A1-310

ICE

A B

1.3

1.8

A.3 A.7

(4) PAINTED 3/4" PLYWOOD

SHELVES W/ 2X SUPPORTS.

24"-72" A.F.F. AT 16" O.C.

(4) PAINTED 3/4" PLYWOOD

SHELVES W/ 2X SUPPORTS.

24"-72" A.F.F. AT 16" O.C.

8" 10'-8" 26'-0" 7'-4" 8" 45'-4"

'-4

9'-

8"

12'-8"

11'-0" 22'-0" 11'-0" 44'-0"

3'- 4"

'-8

9'-

0"

'-0

A1-310

1 1

FD

FD

FD

FD

FD

5 7

4 6

A1-310

A1-602

6' HIGH VINYL COATED

CHAIN-LINK FENCE

ENCLOSURE FOR

MECHANICAL UNIT, W/ 36"

WIDE GATE

PT2PT2

PT2

MS

2'-

4"

4" 2'-10"

CONCRETE EQUIPMENT

PAD; SEE PLUMBING

INTERIOR PARTITION TYPES

WALL TYPE "A" SERIES

EXTERIOR WALL TYPES

- 4" NOMINAL BRICK VENEER

- 2 3/8" AIR CAVITY

- 2" (R-10) RIGID CONTINUOUS INSULATION BOARD

- FLUID APPLIED AIR/MOISTURE BARRIER

- 8" NOMINAL CMU, PAINTED AT INTERIOR

- EXTEND TO T.O. WALL

8"

WALL TYPE "1" SERIES

- 8" NOMINAL CMU, PAINTED

- EXTEND PARTITION TO T.O. WALL

WALL TYPE "2" SERIES

- 4" NOMINAL CMU, PAINTED

- EXTEND PARTITION TO T.O. WALL

FLOOR PLAN NOTES

1.

2.

3.

4.

SEE WALL CONSTRUCTION LEGEND FOR WALL TYPE

DESCRIPTIONS.

REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC

WALL DIMENSIONS TO COLUMN LINE.

PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE

WALL AT A HEIGHT OF APPROXIMATELY 48 ”. COMPONENTS IN

OR ON THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BE

IDENTIFIED IN THIS PLAN VIEW. SEE ELEVATION VIEWS FOR

IDENTIFICATION OF ALL WALL COMPONENTS AND OPENINGS.

ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OF STUD, OR

WHERE APPLICABLE, COLUMN GRIDLINE.

5. PROVIDE BULLNOSE CMU UNITS AT ALL OUTSIDE CORNERS

AND DOOR JAMBS. SEE DETAILS.

6. ALL CONCESSION FOOD SERVICE EQUIPMENT WILL BE OWNER-

FURNISHED AND INSTALLED.

7. TOILET ACCESSORIES, WITH THE EXCEPTION OF GRAB BARS,

WILL BE OWNER-FURNISHED, CONTRACTOR-INSTALLED.

GRAPHIC LEGEND

ROOM NAME / NUMBER DESIGNATION

FIRE EXTINGUISHER CABINET (SURFACE

MOUNTED) AND FIRE EXTINGUISHER.

MOUNT BOTTOM OF CABINET 24" AFF.

0'-0" FINISH FLOOR ELEVATION

ELECTRIC WATER COOLER, SEE

PLUMBING DRAWINGSEWC

MS MOP SINK; SEE PLUMBING

DS

WALL TYPE

DOOR NUMBER101

WALL CONSTRUCTION, SEE WALL

CONSTRUCTION LEGEND

ROOM NAME

101A

1A

FEC

FD FLOOR DRAIN; SEE PLUMBING

PREFINISHED ALUMINUM

DOWNSPOUT (3"X4")

SIGNAGE; SEE SCHEDULE6

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-110

B U

IL

D

IN

G

P

LA

N

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1/4" = 1'-0"A1-110

1 GROUND FLOOR PLAN

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

0 2' 4' 8'

PLAN

NORTH

A1-201

A1-202

A1-201

A1-202

A1-301

5" / 1'-0"

5"

1' -0

5" / 1'-0"5" / 1'-0"

5"

1' -0

5" / 1'-0"

5"

1' -0

DS

DSDS

DS

DS

DS DS

DS

A1-301

PREFINISHED

ALUMINUM

GUTTER AND

DOWNSPOUT

FACE OF BRICK

BELOW, TYP.

RI

DG

E

HIP

VALLE

YVALLEY

HIP

2'-0" 45'-4" 2'-0"

49'-4"

10'-4" 28'-8" 10'-4"

2'-0" 2'-8" 19'-4" 2'-8" 2'-0"

HIP

HIPHIP

2'- 0"

'-4

2'-

0"

'-4

9'-

8"

7'- 4"

'-4

2'-0" 45'-4" 2'-0"

49'-4"

10'-0" 6'-8"

7'- 8"

6'- 4"

VTR VTR

VTR

EF HIP

A1-141

A1-141

A1-141

A1-141

A1-142

GEJGEJ

TYP.

GEJ

A1-142

A1-142

GEJ

PREFINISHED STANDING SEAM

ALUMINUM ROOF SYSTEM

DIRECTION AND DEGREE OF

ROOF SLOPE

VENT THROUGH ROOFVTR

DS

GRAPHIC LEGEND

5" / 1'-0"

PREFINISHED ALUMINUM

DOWNSPOUT (3"X4")

EXHAUST FAN PENETRATIONEF

GEJ GUTTER EXPANSION JOINT

1. SLOPE ALL GUTTERS TO DOWNSPOUTS.

2. DOWNSPOUTS TO TERMINATE ABOVE SIDEWALK.

ROOF NOTES

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-140

R O

O F

PL

A

N

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

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

0 2' 4' 8'

1/4" = 1'-0"A1-140

1 ROOF PLAN

PLAN

NORTH

PREFINISHED

STANDING SEAM

METAL ROOF

PANELS

PREFINISHED, ONE PIECE

METAL CAP AT PEAK

PREFINISHED METAL

HIP CAP

EDGE OF STANDING

SEAM METAL ROOF

PANEL BELOW CAP -

FIELD BEND PANEL

END UP TO FORM

DAM

0'-8"

"Z" CLOSURE,

CONTINUOUS - SET IN A

FULL BED OF SEALANT

LAP

4"

8"

LA

P

4"

8" LAP

4"

8"

LA

P 4"

1'-4"1'-4

1'-4" 1'-4

EDGE OF STANDING

SEAM METAL ROOF

PANEL BELOW CAP -

FIELD BEND PANEL

END UP TO FORM

DAM

"Z" CLOSURE,

CONTINUOUS - SET IN A

FULL BED OF SEALANT

EDGE OF STANDING SEAM

METAL ROOF PANEL BELOW

CAP - FIELD BEND PANEL

END UP TO FORM DAM

1"

STAINLESS STEEL SCREWS FOR SUPPORT

BRACKET TO WALL CONNECTION. PREDRILL HOLE

AND SET SCREWS IN EXPANSION ANCHOR WITHIN

FULL BED OF SEALANT

PREFINISHED ALUMINUM DOWNSPOUT;

SEE ROOF PLAN FOR SIZE

STAINLESS STEEL SCREWS

ALUMINUM DOWNSPOUT SUPPORT BRACKET AND

STRAP - HOLD DOWNSPOUT OFF WALL 1" MIN

2 1/2"

GUTTERS MUST LAP

PREFINISHED

STANDING SEAM

METAL ROOF PANEL

SLOPE

(SIMILAR TO SMACNA PLATE 7- 4TH EDITION)

0'- 8"

0'-8"

0'-8

(T

YP

4"

LA

P

PREFINISHED

STANDING SEAM

METAL ROOF

PREFINISHED ALUMINUM

CAP WITH STAINLESS

STEEL UNDER-PLATE

PREFINISHED METAL

HIP CAP

PREFINISHED METAL

HIP CAP

PREFINISHED METAL

RIDGE CAP

EDGE OF STANDING

SEAM METAL ROOF

BELOW CAP - FIELD

BEND PANEL EDGE

"Z" CLOSURE, CONTINUOUS,

SET IN FULL BED OF SEALANT

LA

P4" LAP

4"

*NOTE: CENTER PENETRATION BETWEEN METAL ROOF PANEL SEAMS

EQ

EQ

VENT THROUGH ROOF

SEALANT BEAD

WATERTIGHT SHEET METAL RAIN

COLLAR WITH STAINLESS STEEL

DRAWBAND. OVERLAP FLASHING

COLLAR BY 3" TO 4". (THIS DETAIL

IS SHOWN AS A CUT-AWAY FOR

CLARITY)

STAINLESS STEEL DRAWBAND

PREFINISHED STANDING

SEAM METAL ROOF PANEL

HIGH DOMED, CAPPED, GASKETED,

FASTENER. SECURE FLASHING COLLAR

FLANGE TO ROOFING PANELS AND NOT TO

DECK SO AS NOT TO FIX PANEL AT

PENETRATIONS-

SET IN BEAD OF SEALANT

MIN. 40 MIL SELF ADHERED HIGH

TEMP WATERPROOF MEMBRANE

PRE-ENGINEERED WOOD

ROOF TRUSSES; SEE

STRUCTURAL

PLYWOOD SHEATHING;

SEE STRUCTURAL

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-141

R O

O F

D

ET

A

IL

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1 1/2" = 1'-0"A1-141

1 HIP CAP DETAIL

3" = 1'-0"A1-141

4 DOWNSPOUT DETAIL - TYPICAL

1" = 1'-0"A1-141

ENLARGED GUTTER

EXPANSION JOINT DETAIL

1" = 1'-0"A1-141

2 RIDGE / HIP CAP PLAN - TYPICAL

3" = 1'-0"A1-141

3 ROOF DETAIL AT VTR - STANDING SEAM

SCALE: 1" = 1'-0"

0 6" 1' 2'

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

0 4" 8" 1'-4"

SCALE: 3" = 1'-0"

0 2" 4" 8"

T.O. WALL

10'-0"

DOUBLE TOP PLATE; SEE

STRUCTURAL

PRE-FINISHED STANDING

SEAM ALUMINUM ROOFING

MIN. 40 MIL SELF-ADHERED, HIGH

TEMP WATERPROOF MEMBRANE

PLYWOOD ROOF SHEATHING;

SEE STRUCTURAL

PRE-ENGINEERED WOOD ROOF

TRUSSES; SEE STRUCTURAL

MIN. R-38 OPEN-CELL SPRAY FOAM

INSULATION AT ROOF DECK

4" 1/2"

3" 1/2

"1

2X BLOCKING BETWEEN TRUSSES

2X FRAMING AT 24" O.C.

PAINTED COMPOSITE SOFFIT

2X FASCIA

PAINTED 1X COMPOSITE

FASCIA TRIM

CONTINUOUS SEALANT AT

BRICK SOLDIER COURSE

8" NOMINAL CMU

FLUID APPLIED

AIR/MOISTURE BARRIER

2" RIGID INSULATION (R-10)

PRE-FINISHED ALUMINUM

GUTTER BRACKETS AT 32" O.C.

PRE-FINISHED ALUMINUM

GUTTER, SLOPE TO DOWNSPOUT

PRE-FINISHED ALUMINUM GUTTER

STRAPS AT MAX. 36" O.C.

CONSULT W/ MFR FOR REQUIRED

EXPANSION DIMENSIONS

CONTINUOUS PRE-FINISHED

ALUMINUM DRIP EDGE

2'-8"

ONE PIECE RIDGE CAP OVER ONE PIECE

FULLY SOLDERED STAINLESS STEEL

RIDGE CAP FLASHING- TURN FLASHING

UP ROOF SLOPE (ENSURE WATERTIGHT

SEAL) - PAINT CAP TO MATCH ROOFING

CLOSURE FASTENERS, 3 PER

PANEL

"Z" CLOSURE PIECE SET IN CONT.

SEALANT. BEAD OF CONT. SEALANT

AROUND ALL CONCEALED SIDES OF "Z"

CLOSURE

SELF ADHERED WATERPROOF MEMBRANE,

TURN UP AT PENETRATIONS. INSTALL IN

SHINGLE FASHION STARTING PARALLEL TO

EAVE AND MOVING UP SLOPE

PRE-ENGINEERED WOOD ROOF

TRUSSES; SEE STRUCTURAL

EXTEND RIDGE FLASHING 1'-0" (MIN)

UP SLOPE UNDER ROOFING PANELS

AND OVER VALLEY FLASHING

PREFINISHED METAL VALLEY FLASHING

PREFINISHED METAL ROOFING PANEL

FULLY WELDED/SOLDERED JOINT WHERE RIDGE CAP

TURNS UP ROOF SLOPE. ENSURE WATER TIGHT SEAL

PLYWOOD SHEATHING;

SEE STRUCTURAL

NEW

EQUIPMENT

CURB

1'-0" 1'-0" 1'-0"1'-0"

4" M

IN

4" M

IN

CLEAN, PRIME AND

PAINT EXISTING

EQUIPMENT CURB

2 PIECE STAINLESS STEEL 24 GA. FLASHING

ASSEMBLY - FIELD MEASURE PRIOR TO

FABRICATION - ALL SEAMS SOLDERED

WATERTIGHT - PAINT TO MATCH ROOF PANELS

BUILT-IN CRICKET

FIELD MEASURE EACH

OPENING BEFORE FAB.

TOP OF UPPER PIECE TOP OF LOWER PIECE

CONT. CLEAT

SEALANT

BOX IN STANDING

SEAM-FILL WITH

SEALANT

HOOK EDGES INTO

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-142

R O

O F

D

ET

A

IL

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1 1/2" = 1'-0"A1-142

1 TYPICAL EAVE DETAIL

1 1/2" = 1'-0"A1-142

2 RIDGE TRANSITION DETAIL - TYPICAL ISOMETRIC

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

0 4" 8" 1'-4"

1" = 1'-0"A1-142

3 EQUIPMENT CURB - PLAN VIEW

A1-301

WOMENS RR

JANITORIAL

MENS RR

ELECTRICAL

STORAGE

CONCESSION

STORAGE

TY

P.

2'- 0"

A1-301

TY

P.

2'- 0"

TY

P.

2'- 0"

TYP.

2'-0"

TYP.

2'-0"

A B

1.3

1.8

A.3 A.7

DS

DS

DS

DSDS

DS

DS

DS

ATTIC ACCESS HATCH

W/ INTEGRAL LADDER,

22"X60"

A1-142

1.

2.

3.

ALL INTERIOR CEILING HEIGHTS ARE 10'-3" UNLESS NOTED

OTHERWISE.

PROVIDE MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL

INTERIOR CEILINGS.

PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILING AT

LOCATIONS REQUIRING MAINTENANCE ACCESS TO PLUMBING,

MECHANICAL, AND ELECTRICAL COMPONENTS.

REFLECTED CEILING NOTES

GRAPHIC LEGEND

1 X 4 LIGHTING FIXTURE, SEE

ELECTRICAL DRAWINGS

EXTERIOR LIGHTING FIXTURE (WALL

MOUNTED), SEE ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEE

MECHANICAL DRAWINGS

RETURN AIR GRILLE, SEE

MECHANICAL DRAWINGS

EMERGENCY WALL PACK, SEE

ELECTRICAL

CEILING EXHAUST, SEE

MECHANICAL DRAWINGS

CEILING HEIGHT

ROOM NUMBER DESIGNATION

GYPSUM BOARD CEILING

(PAINTED), ATTACHED TO

UNDERSIDE OF TRUSSES

OPEN TO STRUCTURE ABOVE

HARDIE PANEL SOFFIT

9'-0"

CEILING MOUNTED ACCESS HATCH WITH

LADDER, COORDINATE LOCATION W/

MECHANICAL AND STRUCTURAL DRAWINGS

1 X 3 PAINTED COMPOSITE BATTEN

TRIM AT HARDIE PANEL SEAMS

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:1

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-150

C

EI

LI

N

G P

LA

N

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

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

0 2' 4' 8'

1/4" = 1'-0"A1-150

1 REFLECTED CEILING PLAN

PLAN

NORTH

GROUND FLOOR

0"

T.O. WALL

10'-0"

A1-301

5"

1'-0"

5"

1'-0"

DSDSDSDS

PRE-FINISHED STANDING

SEAM ALUMINUM ROOF

PREFINISHED ALUMINUM

GUTTER AND DOWNSPOUT

HOLLOW METAL DOOR AND

FRAME, PAINTED

EWC

A BA.3 A.7

105 106 107

6' HIGH VINYL COATED

CHAIN-LINK FENCE

VTR

VTR

EF

CJ

2'- 8"

GROUND FLOOR

0"

T.O. WALL

10'-0"

A1-301

5"

1'-0"

5"

1'-0"

5"

1'-0"

5"

1'-0"

DSDSDSDS

PRE-FINISHED STANDING

SEAM ALUMINUM ROOF

PREFINISHED ALUMINUM

GUTTER AND DOWNSPOUT

PREFINISHED ALUMINUM

OVERHEAD COILING DOOR

STAINLESS STEEL

COUNTERTOP

2'-

AB A.3A.7

101B 101A

6' HIGH VINYL COATED

CHAIN-LINK FENCE

CJCJ

IN VENEER

BEYOND

IN VENEER

BEYOND

VTR

VTR

VTR

TY

P.

6'- 8"

A .F

.F

1. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT

BRICK VENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD

AND SEALANT (COLOR TO MATCH FIELD BRICK).

ELEVATION NOTES

BRICK VENEER, RUNNING BOND

(FIELD COLOR)

PREFINISHED STANDING

SEAM ALUMINUM ROOF

GRAPHIC LEGEND

BRICK VENEER, SOLDIER COURSE

(ACCENT COLOR)

EXTERIOR COLOR

SCHEDULE

BRICK VENEER CHEROKEE BRICK

FIELD: M/S VELOUR "BURGUNDY"

ACCENT: M/S VELOUR "LIGHT GRAY"

STANDING SEAM

ALUMINUM ROOF

PAC-CLAD TITE LOC PLUS

"CHAMPAGNE"

OVERHEAD COILING

DOORS

304 STAINLESS STEEL

FASCIA,

GUTTERS AND

DOWNSPOUTS

MATCH ROOF

COLOR

HOLLOW METAL

DOORS

SW 6046 "SWING BROWN"

SOFFIT PANEL

BRICK MORTAR JENKINS BRICK & TILE

"COOSA LIGHT BUFF"

SW 9109 "NATURAL LINEN"

EXPOSED CMU SW 9087 "SMOKY BEIGE"

DS

PREFINISHED ALUMINUM DOWNSPOUT,

CONNECT TO STORM DRAIN PIPING VIA CAST

IRON BOOT, U.N.O., SEE CIVIL DRAWINGS

CJ BRICK CONTROL JOINT W/BACKER ROD AND SEALANT,

ALIGN W/ STRUCTURAL CMU CONTROL JOINTS

EF EXHAUST FAN; SEE MECHANICAL DRAWINGS

WH WALL HYDRANT; SEE PLUMBING

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-201

EX

TE

R

IO

R E

LE

VA

TI

O

N S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1/4" = 1'-0"A1-201

1 SOUTH ELEVATION

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

0 2' 4' 8'

1/4" = 1'-0"A1-201

2 NORTH ELEVATION

T.O. WALL

10'-0"

5"

1'-0"

5"

1'-0"

A1-301

DS DSDSDS

PRE-FINISHED STANDING

SEAM ALUMINUM ROOF

PREFINISHED ALUMINUM

GUTTER AND DOWNSPOUT

11.31.82

A1-142

HOLLOW METAL DOOR AND

FRAME, PAINTED

CJ CJ

EF

VTR

VTR

5"

1'-0"

WH

GROUND FLOOR

0"

T.O. WALL

10'-0"

5"

1'-0"

5"

1'-0"

5"

1'-0"

A1-301

DSDSDSDS

PRE-FINISHED STANDING

SEAM ALUMINUM ROOF

PREFINISHED ALUMINUM

GUTTER AND DOWNSPOUT

HOLLOW METAL DOOR AND

FRAME, PAINTED

1 1.3 1.8 2

103101

A1-142

CJCJ

EF

VTR

VTR

WH8"

6'- 0"

6" HIGH ALUMINUM CHANNEL

SIGNAGE; VERIFY PROJECT

ADDRESS DURING PERMITTING

BRICK VENEER, RUNNING BOND

(FIELD COLOR)

PREFINISHED STANDING

SEAM ALUMINUM ROOF

GRAPHIC LEGEND

BRICK VENEER, SOLDIER COURSE

(ACCENT COLOR)

EXTERIOR COLOR

SCHEDULE

BRICK VENEER CHEROKEE BRICK

FIELD: M/S VELOUR "BURGUNDY"

ACCENT: M/S VELOUR "LIGHT GRAY"

STANDING SEAM

ALUMINUM ROOF

PAC-CLAD TITE LOC PLUS

"CHAMPAGNE"

OVERHEAD COILING

DOORS

304 STAINLESS STEEL

FASCIA,

GUTTERS AND

DOWNSPOUTS

MATCH ROOF

COLOR

HOLLOW METAL

DOORS

SW 6046 "SWING BROWN"

SOFFIT PANEL

BRICK MORTAR JENKINS BRICK & TILE

"COOSA LIGHT BUFF"

SW 9109 "NATURAL LINEN"

EXPOSED CMU SW 9087 "SMOKY BEIGE"

DS

PREFINISHED ALUMINUM DOWNSPOUT,

CONNECT TO STORM DRAIN PIPING VIA CAST

IRON BOOT, U.N.O., SEE CIVIL DRAWINGS

CJ BRICK CONTROL JOINT W/BACKER ROD AND SEALANT,

ALIGN W/ STRUCTURAL CMU CONTROL JOINTS

EF EXHAUST FAN; SEE MECHANICAL DRAWINGS

WH WALL HYDRANT; SEE PLUMBING

1. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT

BRICK VENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD

AND SEALANT (COLOR TO MATCH FIELD BRICK).

ELEVATION NOTES

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-202

EX

TE

R

IO

R E

LE

VA

TI

O

N S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1/4" = 1'-0"A1-202

1 EAST ELEVATION

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

0 2' 4' 8'

1/4" = 1'-0"A1-202

2 WEST ELEVATION

T.O. WALL

10'-0"

A1-301

A1-310

1 1.3 1.8 2

STORAGE

JANITORIAL

CONCESSION

GROUND FLOOR

0"

T.O. WALL

10'-0"

A1-301

A1-310

A BA.3 A.7

STORAGE

ELECTRICAL

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-301

B U

IL

D

IN

G

S

EC

TI

O

N S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

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

0 2' 4' 8'

1/4" = 1'-0"A1-301

1 BUILDING SECTION

1/4" = 1'-0"A1-301

2 BUILDING SECTION

T.O. WALL

10'-0"

B

CAST IN PLACE

CONCRETE FOOTING;

SEE STRUCTURAL

A1-602

A1-602

CONCRETE SIDEWALK;

SEE CIVIL

INSULATED HOLLOW METAL

DOOR, PAINTED

1/2" EXPANSION

JOINT MATERIAL

CAST IN PLACE CONCRETE

SLAB ON GRADE; SEE

STRUCTURAL

VAPOR BARRIER UNDER SLAB;

SEE STRUCTURAL SPECS

TERMITE-TREATED FILL;

COMPACT AND BACKFILL AS

REQUIRED IN PROJECT

GEOTECHNICAL REPORT

BRICK VENEER BEYOND

FLUID APPLIED

AIR/MOISTURE BARRIER

2" RIGID INSULATION (R-10)

BRICK SOLDIER COURSE

5/8" MOISTURE-RESISTANT

GYPSUM BOARD AT CEILINGS

BRICK VENEER TIES AT 16" O.C.

EACH DIRECTION, AND AT

SOLDIER COURSES

PAINTED 1X4 COMPOSITE TRIM

BOARD AT PERIMETER

1/2"

PRE-FINISHED STANDING

SEAM ALUMINUM ROOFING

MIN. 40 MIL SELF-ADHERED, HIGH

TEMP WATERPROOF MEMBRANE

PLYWOOD ROOF SHEATHING;

SEE STRUCTURAL

PRE-ENGINEERED WOOD ROOF

TRUSSES; SEE STRUCTURAL

A1-142

1MIN. R-38 OPEN-CELL SPRAY FOAM

INSULATION AT ROOF DECK

PAINTED CMU WALL

GROUND FLOOR

0"

T.O. WALL

10'-0"

1.3

CAST IN PLACE CONCRETE

FOOTING; SEE STRUCTURAL

CONCRETE SIDEWALK;

SEE CIVIL

1/2" EXPANSION JOINT

MATERIAL

CAST IN PLACE CONCRETE

SLAB ON GRADE; SEE

STRUCTURAL

VAPOR BARRIER UNDER SLAB;

SEE STRUCTURAL FOR SPECS

TERMITE-TREATED FILL; COMPACT AND

BACKFILL AS REQUIRED IN PROJECT

GEOTECHNICAL REPORT

BRICK VENEER BEYOND

1/2" EXPANSION JOINT MATERIAL

CAVITY DRAINAGE MAT -

FULL PERIMETER

40 MIL MIN RUBBERIZED

MEMBRANE THRU WALL FLASHING

WEEP SLOTS AT 24" O.C.;

COORDINATE HEIGHT W/

FINAL GRADE

S.S. TERMINATION BAR

FASTENED AT 12" O.C.

SELF ADHERED TRANSITION

MEMBRANE LAPPED OVER

TERMINATION BAR

FLUID APPLIED

AIR/MOISTURE BARRIER

2" RIGID INSULATION (R-10)

BRICK VENEER

5/8" MOISTURE-RESISTANT

GYPSUM BOARD AT CEILINGS

BRICK VENEER TIES AT 16" O.C.

EACH DIRECTION, AND AT

SOLDIER COURSES

PAINTED 1X4 COMPOSITE TRIM

BOARD AT PERIMETER

PRE-FINISHED STANDING

SEAM ALUMINUM ROOFING

MIN. 40 MIL SELF-ADHERED, HIGH

TEMP WATERPROOF MEMBRANE

PLYWOOD ROOF SHEATHING;

SEE STRUCTURAL

PRE-ENGINEERED WOOD ROOF

TRUSSES; SEE STRUCTURAL

MIN. R-38 OPEN-CELL SPRAY FOAM

INSULATION AT ROOF DECK;

BLOCK AS REQUIRED

1/2"

A1-602

STAINLESS STEEL COUNTER

ROLL-UP DOOR

FABRICATED STAINLESS STEEL

COUNTERTOP OVER (2) LAYERS

3/4" MARINE GRADE PLYWOOD.

MAX. 34" AFF.

CONTINUOUS SEALANT AT

COUNTERTOP PERIMETER2'-6"

PAINTED CMU BEYOND

1'-0"

2X STICK FRAMING; SEE

STRUCTURAL

PAINTED COMPOSITE

SOFFIT

CONTINUOUS SEALANT AT

BRICK SOLDIER COURSE

PAINTED 1X3 BATTEN

TRIM; SEE RCP

BRICK SOLDIER COURSE

A.3

BRICK VENEER TIES AT 16"

O.C. EACH DIRECTION

4" NOMINAL BRICK VENEER

FLUID-APPLIED WATERPROOF MEMBRANE -

PREPARE CMU SURFACE PER

MANUFACTURERS RECOMMENDATIONS

PRIOR TO INSTALLATION

2'- 8"

16" NOMINAL CMU COLUMN;

SEE STRUCTURAL

2'-8"

1'- 4"

1'- 4"

1'-4" 1'-4"

PRE-FINISHED ALUMINUM

DOWNSPOUT

1.8

BRICK CONTROL JOINT

4" NOMINAL BRICK VENEER

BRICK VENEER TIES AT

16" O.C. EACH DIRECTION

CONTINUOUS SEALANT

AND BACKER ROD

2" RIGID INSULATION (R-10)

8" NOMINAL CMU WALL;

SEE STRUCTURAL

FLUID-APPLIED WATERPROOF

MEMBRANE - PREPARE CMU

SURFACE PER MANUFACTURERS

RECOMMENDATIONS PRIOR TO

INSTALLATION

BULLNOSE CMU UNIT AT

ALL INTERIOR CORNERS

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-310

W A

LL

S

EC

TI

O N

S A

N D

P

LA

N D

ET

A

IL

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

SCALE: 3/4" = 1'-0"

0 8" 1'-4" 2'-8"

3/4" = 1'-0"A1-310

1 TYP. WALL SECTION

3/4" = 1'-0"A1-310

2 WALL SECTION AT COUNTER DOORS

1 1/2" = 1'-0"A1-310

4 BRICK COLUMN DETAIL

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

0 4" 8" 1'-4"

1 1/2" = 1'-0"A1-310

3 TYP. INSIDE CORNER DETAIL

WOMENS RR

JANITORIAL

MENS RR

7'-8 3/8"

1'-4" 1'-4"

7'-4"

7'-4" 1" 3'-0" 1"

10'-8" 6'-0" 3'-4" 8" 4'-8" 3'-4" 8" 1'-4" 3'-4" 2'-8" 7'-4"

20'-8" 8'-8" 14'-8"

1'- 8"

'-8

3'- 4"

G

H

E

F

DDDD

B

C

D

B

C G

H

E

D

B

B

B

B

B

CC

A A

C

EWC

A1-402

A1-402

2A

A

A

A A A

A

A

A

1 1

107106105

SIM

K

MS

URUR

LAV

LAVLAV

LAV

LAV LAV LAV

A

J

J

A

1'-6"1'-6"

1'- 6"

(4) PAINTED 3/4" PLYWOOD

SHELVES W/ 2X SUPPORTS.

24"-72" A.F.F. AT 16" O.C.

5'- 0"

FD

FD

FD

3'-0" 1" 3'-0" 1" 3'-0" 1" 3'-0" 1" 7'-8 3/8"

1" 5'-

0"

1'-6" 1'-6"EQ EQ

L L

1 32

A A

E1

F1

E1

F1

D D

DS DS

DS

1'-6"1'-6"

WC WC WC WC WC WC

" M

AX

CLEAR

30" MIN.

" M

IN

6" MIN.

"-4

3"

" M

AX

" M

AX

" M

IN

" M

IN

18"

G H

B

G H

E

" M

AX

" M

IN

CLEAR KNEE

SPACE 8" MIN.

36" MIN. MAX.

6"

MAX.

12" 42" MIN.

"-1

9"

54" MIN.

"-1

9"

17" MIN.

TO

B

UB

BL

ER

" M

AX

TO

B

UB

BL

ER

" M

AX

" M

IN

6" MAX.

9" M

IN

8" MIN.

17"-19"

APPROACH

30" MIN.

DRINKING

FOUNTAIN

(EWC)

DRINKING

FOUNTAIN

(EWC)

F

" M

AX

C

" M

AX

A

7"-9"

INSULATE PIPING

3'- 8"

M

AX

J

TO

M

IR

RO

R

SU

RF

AC

E

3'- 4"

M

AX

B

AD

A

ST

AL

LS

" M

AX

D

D

" A

LL

O

TH

ER

S

4'- 0"

M

AX

K

E

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION

FD

ROOM NAME

101A

A

1A

FLOOR DRAIN

WALL TYPE

ACCESSORY ITEM

DOOR NUMBER

ELECTRIC WATER

COOLER , SEE PLUMBING

EWC

MOP SINK, SEE PLUMBINGMS

LAVATORYLAV

WATER CLOSETWC

URINALUR

SIGNAGE

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-401

EN

LA

R G

ED

P

LA

N

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1/2" = 1'-0"A1-401

1 ENLARGED RESTROOMS & JANITORIAL PLAN

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

0 1' 2' 4'

PLAN

NORTH

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

3/8" = 1'-0"A1-401

2 TYP MOUNTING HEIGHTS

ACCESSORY SCHEDULE

MARK ITEM/DESCRIPTION ABBREV. MFR. MODEL REMARKS

A PAPER TOWEL DISPENSER PTD - - -

B MIRROR MR - - -

C WALL MOUNTED SOAP DISPENSER SD - - -

D PURSE HOOK HK - - BY TOILET PARTITION MFR AT STALLS

E TOILET TISSUE DISPENSER TTD - - -

E1 DUAL TOILET TISSUE DISPENSER TTD2 PARTITION MOUNT

F SANITARY NAPKIN DISPOSAL SND - - -

F1 SANITARY NAPKIN DISPOSAL SND2 PARTITION MOUNT

G GRAB BAR - 36" GB36 BRADLEY 800 -

H GRAB BAR - 42' GB42 BRADLEY 800 -

J BABY CHANGING STATION BCS - - -

K MOP HOLDER MH BRADLEY 9984 -

L WASTE RECEPTACLE WR - - -

1.

2.

3.

NOTES:

TOILET ACCESSORIES, WITH THE EXCEPTION OF GRAB BARS, WILL BE OWNER-FURNISHED, CONTRACTOR INSTALLED.

SEE 2/A-401 FOR ALL ACCESSIBLE MOUNTING HEIGHTS.

MANUFACTURERS LISTED ARE FOR BASIS-OF-DESIGN.

T.O. WALL

10'-0"

PAINTED COMPOSITE TRIM;

SEE FINISH SCHEDULE

PAINTED CMU; SEE

FINISH SCHEDULE

OVERHEAD BRACED

TOILET PARTITIONS

8"

9"

GROUND FLOOR

0"

T.O. WALL

10'-0"

PAINTED COMPOSITE TRIM;

SEE FINISH SCHEDULE

PAINTED CMU; SEE

FINISH SCHEDULE

OVERHEAD BRACED

TOILET PARTITIONS

8" 5'-

6" 9"

9"

UR

UR

MA

X.

1'- 5" 2'-

0"

GRAPHIC LEGEND

ROOM NAME / NUMBER

DESIGNATION

FD

ROOM NAME

101A

A

1A

FLOOR DRAIN

WALL TYPE

ACCESSORY ITEM

DOOR NUMBER

ELECTRIC WATER

COOLER , SEE PLUMBING

EWC

MOP SINK, SEE PLUMBINGMS

LAVATORYLAV

WATER CLOSETWC

URINALUR

SIGNAGE

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-402

IN

TE

R

IO

R E

LE

VA

TI

O

N S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

1/2" = 1'-0"A1-402

1 105 WOMEN TLT ELEVATION

1/2" = 1'-0"A1-402

2 107 MEN TLT ELEVATION

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

0 1' 2' 4'

ACCESSORY SCHEDULE

MARK ITEM/DESCRIPTION ABBREV. MFR. MODEL REMARKS

A PAPER TOWEL DISPENSER PTD - - -

B MIRROR MR - - -

C WALL MOUNTED SOAP DISPENSER SD - - -

D PURSE HOOK HK - - BY TOILET PARTITION MFR AT STALLS

E TOILET TISSUE DISPENSER TTD - - -

E1 DUAL TOILET TISSUE DISPENSER TTD2 PARTITION MOUNT

F SANITARY NAPKIN DISPOSAL SND - - -

F1 SANITARY NAPKIN DISPOSAL SND2 PARTITION MOUNT

G GRAB BAR - 36" GB36 BRADLEY 800 -

H GRAB BAR - 42' GB42 BRADLEY 800 -

J BABY CHANGING STATION BCS - - -

K MOP HOLDER MH BRADLEY 9984 -

L WASTE RECEPTACLE WR - - -

SEE SCHED

SE

E

SC

HE

D

INSULATED HOLLOW

METAL (HM) DOOR

(A)

DOOR FRAME ELEVATIONSDOOR ELEVATIONS

HOLLOW METAL

(HM)FRAME

(1)

SEE SCHED

SE

E

SC

HE

D

2" 2"

4"

SEE SCHED

SE

E

SC

HE

D

INSUL. OVERHEAD COILING DOOR (OHCD)

(C)

INSUL. PAIR HOLLOW METAL

(HM) DOOR

(B)

SE

E

SC

HE

D

SEE SCHED

GENERAL NOTES

1.

2.

3.

4.

5.

6.

REFER TO REFLECTED CEILING PLAN SHEET(S) A-150 FOR CEILING

HEIGHTS.

ALL INTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED PT4.

ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES

SHALL BE STAINLESS STEEL.

ALL PLUMBING FIXTURES SHALL BE WHITE.

CLEAN AND PREP ALL EXISTING SURFACES FOR NEW FINISH.

PROVIDE FRP PANELS TO HEIGHT OF 48" ON 2 SIDES SURROUNDING

JANITOR SINK. PROVIDE TOP AND SIDE TRIM PIECES.

ROOM FINISH / COLOR SCHEDULE

ABBR. / KEY

CMU - CONCRETE MASONRY UNIT

EPT - EPOXY PAINT COATING

EX - EXISTING CONSTRUCTION

FRP - FIBERGLASS REINFORCED

PANELS

IS - INTERIOR SIGNAGE

ROOM FINISH / COLOR SCHEDULE KEY

INTERIOR FLOOR FINISHES

EPT1 SEALED CONCRETE WITH SHERWIN WILLIAMS ARMORSEAL 8100 EPOXY FLOOR

COATING; COLOR: CALYPSO SW6950

EPT2 SEALED CONCRETE WITH SHERWIN WILLIAMS RESUFLOR SYSTEM;

CHIPS UNLIMITED; 1/8" FLAKE SIZE; COLOR: BX430

INTERIOR WALL FINISHES

FRP FIBERGLASS REINFORCED PANELS: CRANE COMPOSITES; SANDSTONE TEXTURED;

COLOR: MORNING MIST GRAY

PT1 PAINT: SHERWIN WILLIAMS: SW 7656 RHINESTONE; FINISH: SEMI-GLOSS

PT2 PAINT: SHERWIN WILLIAMS: SW 6965 HYPER BLUE; FINISH: SEMI-GLOSS;

ACCENT WALL

INTERIOR CEILING FINISHES

PT3 PAINT: SHERWIN WILLIAMS: SW 7006 EXTRA WHITE; FINISH: EG-SHEL

INTERIOR MISCELLANEOUS

TP1 TOILET PARTITIONS: SCRANTON PRODUCTS HINY HIDERS

COLOR: STAINLESS HAMMERED

PT4 TRIM: SHERWIN WILLIAMS: SW 7074 SOFTWARE; FINISH: SEMI-GLOSS

MRGWB - MOISTURE RESISTANT

GYPSUM WALLBOARD

PL- PLASTIC LAMINATE

PT - PAINT

SC - SEALED CONCRETE

TP - TOILET PARTITION

EXTERIOR SIGNAGE

FACE MATERIAL: ALUMINUM COMPOSITE MATERIAL;

COLOR: KONING BLUE ACM-RB-KB

LETTERING: REFLECTIVE VINYL; COLOR: WHITE REFLECTIVE 280-10

TEXT STYLE: HELVETICA

BASIS OF DESIGN: TAKEFORM - SIGNIFY QUAD 01

NOTE: FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY COLOR,

PATTERN, TEXTURE, AND SALIENT MATERIAL/PERFORMANCE CHARACTERISTICS ONLY.

THE LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE

SELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.

RESTROOM

USE FOR TOILETS WITH

GENDER NAMES AND SYMBOLS.

WILL HAVE ROOM NAME AND

BRAILLE

FACE PLATE

METAL TRIM

PERMANENT

MESSAGE

8 1/2"

9"

5'- 0"

3"

RESTROOM

USE FOR TOILETS WITH

GENDER NAMES AND SYMBOLS.

WILL HAVE ROOM NAME AND

BRAILLE

FACE PLATE

METAL TRIM

PERMANENT

MESSAGE

8 1/2"

9"

USE FOR ALL PERMANENT BUILDING SERVICE

SPACES. SIGNS WILL HAVE ROOM NUMBERS,

ROOM NAMES AND BRAILLE.

MECHANICAL

9" 6"

1 1/2" TACTILE ROOM

NUMBER WITH GRADE 2

BRAILLE

3/4" TACTILE ROOM

DESCRIPTION WITH GRADE 2

BRAILLE

END

CAPS

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-601

O

PE

N

IN

G S

C H

ED

U

LE

A

N D

D

ET

A

IL

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

DOOR SCHEDULE

DOOR FRAME HARDWARE

COMMENTSMARK

SIZE

MAT ELEV MAT ELEV

DETAIL

SET

NO

KEYSIDE

ROOM

NUMBERWD HT THK HEAD JAMB SILL

101 3'-0" 7'-0" 1 3/4" HM A HM 1 1/A-602 2/A-602 3/A-602 3 EXT

101A 8'-0" 4'-6" 1" SS C SS - 7/A-602 8/A-602 - - -

101B 8'-0" 4'-6" 1" SS C SS - 7/A-602 8/A-602 - - -

102 3'-0" 7'-0" 1 3/4" HM A HM 1 4/A-602 5/A-602 6/A-602 5 101

103 6'-0" 7'-0" 1 3/4" HM B HM 1 1/A-602 2/A-602 3/A-602 2 EXT

104 6'-0" 7'-0" 1 3/4" HM B HM 1 1/A-602 2/A-602 3/A-602 2 EXT

105 3'-0" 7'-0" 1 3/4" HM A HM 1 1/A-602 2/A-602 3/A-602 1 EXT

106 3'-0" 7'-0" 1 3/4" HM A HM 1 1/A-602 2/A-602 3/A-602 4 EXT

107 3'-0" 7'-0" 1 3/4" HM A HM 1 1/A-602 2/A-602 3/A-602 1 EXT

ROOM FINISH SCHEDULE

ROOM

NO.

ROOM

NAME

FLOOR BASE WALLS CEILING

REMARKSMAT FIN MAT FIN

NORTH EAST SOUTH WEST

MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR

101 CONCESSION EPT 2 -- -- CMU PT 1 CMU PT 1 CMU PT 2 CMU PT 1 MRGWB PT3

102 STORAGE EPT 2 -- -- CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 MRGWB PT3

103 STORAGE EPT 1 -- -- CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 MRGWB PT3

104 ELECTRICAL EPT 1 -- -- CMU PT 1 CMU PT 1 CMU PT 1 CMU PT 1 MRGWB PT3

105 WOMENS RR EPT 1 -- -- CMU PT 2 CMU PT 1 CMU PT 1 CMU PT 1 MRGWB PT3

106 JANITORIAL EPT 1 -- -- CMU FRP / PT 1 / 1 CMU FRP / PT 1 / 1 CMU PT 1 CMU PT 1 MRGWB PT3

107 MENS RR EPT 1 -- -- CMU PT 2 CMU PT 1 CMU PT 1 CMU PT 1 MRGWB PT3

3" = 1'-0"A1-601

4 SIGN TYPE B

3/8" = 1'-0"A1-601

SIGN MOUNTING -

TYPICAL

3" = 1'-0"A1-601

3 SIGN TYPE A

SIGNAGE SCHEDULE

MARK

ROOM

NO. ROOM NAME TYPE

MOUNT

LOCATION

1 105 WOMENS RR TYPE A WALL

2 106 JANITORIAL TYPE C WALL

3 107 MENS RR TYPE B WALL

4 103 STORAGE TYPE C WALL

5 101 CONCESSION TYPE C WALL

6 104 ELECTRICAL TYPE C WALL

7 102 STORAGE TYPE C WALL

3" = 1'-0"A1-601

2 SIGN TYPE C

SCALE: 3" = 1'-0"

0 2" 4" 8"

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

BRICK SOLDIER

COURSE

2" RIGID

INSULATION (R-10)

STAINLESS STEEL ANGLE; SEE

STRUCTURAL

CONTINUOUS SEALANT BOTH SIDES

GALV. HOLLOW METAL

FRAME AS SCHEDULED,

PAINTED, GROUTED SOLID

DOOR AS SCHEDULED

MORTAR NET

BRICK VENEER

RAIN DRIP; PROVIDE AT LOCATIONS

INDICATED ON DOOR HARDWARE

SCHEDULE

INSTALLATION OF EXTENDED RAIN

DRIP SHALL NOT INTERFERE WITH

DOOR FUNCTION

4"

AIR SPACE8" NOMINAL CMU

TO END OF RAIN DRIP

TO FACE OF NOMINAL CMU

7 5/8" 2" 2 3/8" 3 5/8" 1/2"

7" 3/4" 6"

8" CMU BOND BEAM,

SEE STRUCTURAL

3/8" MIN.

WEEP SLOTS AT 16" O.C.

THRU WALL FLASHING

ATTACH THRU WALL FLASHING W/

S.S. TERMINATION BAR, PROVIDE

CONT. SEALANT AT TOP EDGE

FLUID APPLIED AIR/MOISTURE BARRIER

APPLY FLUID APPLIED

FLASHING MEMBRANE DOWN

AND INTO ALL OPENINGS

GALV. HOLLOW METAL

FRAME AS SCHEDULED,

PAINTED, GROUTED SOLID

DOOR AS SCHEDULED

GALVANIZED DOOR JAMB

ANCHORS - MIN. 3 PER SIDE

CONTINUOUS SEALANT

METAL MESH TIES

AT 16" O.C. VERTICALLY

3/4

2"

FLUID APPLIED AIR/MOISTURE BARRIER

DOWN AND INTO ALL OPENINGS

2" RIGID INSULATION (R-10) 8" NOMINAL

BULLNOSE CMU

AIR SPACE

CONTINUOUS

SEALANT

TO FACE OF

NOMINAL CMU

BRICK VENEER

7 5 /8"

2" 2 3

/8" 3 5

/8"

BRICK VENEER BEYOND

PAINTED HOLLOW METAL

DOOR AS SCHEDULED

1/2"

CONCRETE SIDEWALK, REFER

TO CIVIL DRAWINGS

SLOPE

EXPANSION JOINT WITH

TRAFFIC GRADE SEALANT

ADA-COMPLIANT THRESHOLD PER

DOOR HARDWARE SCHEDULE. 1/2"

HEIGHT MAX. SET IN FULL BED OF

MASTIC AND ANCHOR INTO PRE-

DRILLED HOLES FILLED WITH SEALANT

PRIOR TO INSTALLATION

EQ.

5 3/4"

EQ.

8" NOMINAL CMU

SEE STRUCTURAL

FOR LINTEL

SCHEDULE

GALV. HOLLOW METAL

FRAME AS SCHEDULED,

PAINTED, GROUTED SOLID

DOOR AS SCHEDULED

4" CONTINUOUS

SEALANT, BOTH SIDES

TO FACE OF CMU

7 5/8"

CONTINUOUS SEALANT,

BOTH SIDES

GALVANIZED DOOR JAMB

ANCHORS - MIN. 3 PER SIDE

DOOR AS SCHEDULED

GALV. HOLLOW METAL

FRAME AS SCHEDULED,

PAINTED, GROUTED SOLID

8" NOMINAL BULLNOSE

CMU, TYP.

EQ

5 3

/4"

EQ

2"TO FACE OF CMU

7 5 /8"

FINISHED FLOORING

EXTEND CONTINUOUS

UNDER DOOR - IF

FLOORING COLOR

CHANGES ALIGN SEAM

UNDER DOOR

DOOR AS SCHEDULED

1.3

HOOD SHROUD, MOUNTED TO

WALL PER MANUFACTURER'S

RECOMMENDATIONS

ROLLING COUNTER DOOR

1/2" 8" 7 5/8"

BRICK SOLDIER COURSE

2" RIGID INSULATION (R-10)

WEEP SLOTS AT 16" O.C.

STAINLESS STEEL ANGLE. SEE

STRUCTURAL

MORTAR NET

BRICK VENEER

AIR SPACE

FLUID APPLIED AIR/MOISTURE BARRIER 8" NOMINAL CMU

CMU BOND BEAM, SEE STRUCTURAL

PAINTED CMU AT HEAD

VERIFY W/ MANUFACTURER

1/2" MIN.

THRU WALL FLASHING

ATTACH THRU WALL FLASHING W/

S.S. TERMINATION BAR, PROVIDE

CONT. SEALANT AT TOP EDGE

APPLY FLUID APPLIED

FLASHING MEMBRANE DOWN

AND INTO ALL OPENINGS

1.3

METAL MESH TIES

AT 16" O.C. VERTICALLY

FLUID APPLIED AIR/MOISTURE BARRIER

DOWN AND INTO ALL OPENINGS

2" RIGID INSULATION (R-10)

8" NOMINAL CMU

AIR SPACE

BRICK VENEER

MOUNTED PER

MANUFACTURER'S

RECOMMENDATIONS;

JAMB TO JAMB

STAINLESS STEEL

FRAME PER

MANUFACTURER

COUNTERTOP BELOW

1/2"

STAINLESS STEEL COUNTER

ROLL-UP DOOR

8"

2'- 6"

7 5 /8"

8" 4"

VERIFY W/

MANUFACTURER

PAINTED CMU AT

JAMB FACE

SEAL

W

G ar de n

St . S ui te

Pe ns ac ol a, F

L

FL

A

R #9 w w w .g ra ce

-d es ig n.

co m

Ph on e:

.4

.5

Sheet Reference No.

G U

LF

B

R

EE

ZE

P

KW

Y.

G U

LF

B

R

EE

ZE

, F

L

SA

N

TA

R

O

SA

C O

U N

TY

S O

U

TH

S A

N

TA

R O

S A

C O

U N

TY

S

P O

R

TS

C O

M P

LE

X

A T

P S

C

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca le

M O

FF

AT

T

N

IC

H O

L

M &N

P ro je ct

N o.

D ra w in g co de

D es cr ip tio n

D at e Ap pr

M ar k 1:

(D

S H

EE

T)

SU

BM

IT

TE

R 'S

N

AM

E

SEAL

A

1 2 3 4 5 6

B

C

D

E

1 2 3 4 5 6

A

B

C

D

E

5/ 8/

0:

:2

AM

C :\U se rs

\m sw in fo rd \A pp D at a\

Lo ca l\A ut od es k\ R ev it\

Au to de sk

R ev it

\C ol la bo ra tio nC ac he

\L G

KJ

Q

KU

6Q

PW

A6

KJ

V\

2f

-0

5- 4f

-8

3-

0c

5a 7f ce

\e ec e- 6f f4 -4 b1 0-c4

-e 9a

5b f7 c6 d.

rv t

A1-602

D O

O R

A N

D W

IN

D

O W

D

ET

A

IL

S

Au th or C he ck er

D es ig ne r

C he ck er

-0 5-

3" = 1'-0"A1-602

1 H.M. DOOR HEAD @ 8" CMU

3" = 1'-0"A1-602

2 H.M. DOOR JAMB @ 8" CMU

3" = 1'-0"A1-602

3 H.M. DOOR EXTERIOR SILL, TYP.

3" = 1'-0"A1-602

4 DOOR - INT. 8" CMU HM HEAD

3" = 1'-0"A1-602

5 DOOR - INT. 8" CMU HM JAMB

3" = 1'-0"A1-602

6 SILL DETAIL - FLR. CONT.

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A1-602

7 COUNTER DOOR HEAD DETAIL

3" = 1'-0"A1-602

8 COUNTER DOOR JAMB DETAIL

A1-001 - LIFE SAFETY PLAN
A1-110 - BUILDING PLAN
A1-140 - ROOF PLAN
A1-141 - ROOF DETAILS
A1-142 - ROOF DETAILS
A1-150 - CEILING PLAN
A1-201 - EXTERIOR ELEVATIONS
A1-202 - EXTERIOR ELEVATIONS
A1-301 - BUILDING SECTIONS
A1-310 - WALL SECTIONS AND PLAN DETAILS
A1-401 - ENLARGED PLANS
A1-402 - INTERIOR ELEVATIONS
A1-601 - OPENING SCHEDULE AND DETAILS
A1-602 - DOOR AND WINDOW DETAILS
2026-05-08T11:20:51-0500
Larry W. Adams Jr.
2026-05-08T11:20:51-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:52-0500
Larry W. Adams Jr.
2026-05-08T11:20:53-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:41-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:21:42-0500
Larry W. Adams Jr.
2026-05-08T11:24:32-0500
Larry W. Adams Jr.
2026-05-08T11:24:53-0500
Larry W. Adams Jr.
2026-05-08T11:25:14-0500
Larry W. Adams Jr.
2026-05-08T11:25:29-0500
Larry W. Adams Jr.
2026-05-08T11:25:51-0500
Larry W. Adams Jr.
2026-05-08T11:26:10-0500
Larry W. Adams Jr.
2026-05-08T11:26:28-0500
Larry W. Adams Jr.
2026-05-08T11:26:42-0500
Larry W. Adams Jr.
2026-05-08T11:26:55-0500
Larry W. Adams Jr.
2026-05-08T11:27:11-0500
Larry W. Adams Jr.
2026-05-08T11:27:27-0500
Larry W. Adams Jr.
2026-05-08T11:27:44-0500
Larry W. Adams Jr.
2026-05-08T11:28:00-0500
Larry W. Adams Jr.
2026-05-08T11:28:17-0500
Larry W. Adams Jr.

File details come from the government source that posted it. Updated .