2215-GRAYTON_BEACH_BID_240822.pdf
PDF 14 MB Posted
- Attached to
- Grayton Beach Community Center
- Solicitation number
- ITB 24-35
- Issued by
- Walton County, Florida
View the file
Other files
Show all 29
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
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design8/
/2
3:
:5
PM
A0.0
COVER SHEET
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
GRAYTON BEACH TDCGRAYTON BEACH TDC
GRAYTON BEACH, FLORIDAGRAYTON BEACH, FLORIDA
394 SF
STORAGE
2026 SF
EXTERIOR PATHS
224 SF
MEN'S RESTROOM
329 SF
WOMEN'S RESTROOM
555 SF
UPPER LEVEL H&C
1282 SF
OBSERVATION DECK
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/16" = 1'-0"
8/
/2
3:
:5
PM
A0.1
GENERAL
INFOMRATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/16" = 1'-0"
1 LEVEL 1
1/16" = 1'-0"
2 LEVEL 2
Area Schedule
Name Area Occupancy
LEVEL 1
MEN'S RESTROOM 224 SF 0
STORAGE 394 SF 6
WOMEN'S RESTROOM 329 SF 0
EXTERIOR PATHS 2026 SF 0
2973 SF 6
LEVEL 2
UPPER LEVEL H&C 555 SF 8
OBSERVATION DECK 1282 SF 18
1837 SF 26
Grand total 4810 SF 32
SITESITE
Sheet List
Sheet Number Sheet Name Sheet Issue Date Current Revision Current Revision Date
A0.0 COVER SHEET 7/15/24
A0.1 GENERAL INFOMRATION 7/15/24
A0.2 BATHROOM PLANS & ADA DETAILS 7/15/24
A0.3 BATHROOM ELEVATIONS 7/15/24
A0.4 SURVEY 7/15/24
A0.5 SITE PLAN 7/15/24
A0.6 SPECIFICATION 7/15/24
A1.0 FIRST FLOOR PLAN 7/15/24
A1.1 SECOND FLOOR PLAN 7/15/24
A1.2 ROOF PLAN 7/15/24
A1.3 DECORATIVE ROOF PLAN 7/15/24
A2.0 NORTH ELEVATION 7/15/24
A2.1 WEST ELEVATION 7/15/24
A2.2 SOUTH ELEVATION 7/15/24
A2.3 EAST ELEVATION 7/15/24
A3.0 BUILDING SECTIONS 7/15/24
A3.1 TYPICAL WALL SECTIONS & DETAILS 7/15/24
A3.2 TYPICAL WALL SECTIONS & DETAILS 7/15/24
A3.3 TYPICAL DETAILS 7/15/24
A4.0 DOOR SCHEDULE & DETAILS 7/15/24
A4.1 STOREFRONT SCHEDULE & DETAILS 7/15/24
C1.1 GENERAL NOTES AND LEGEND 7/15/24
C2.1 STORMWATER POLLUTION PREVENTION AND PROTECTION PLAN 7/15/24
C3.1 EXISTING CONDITIONS, EROSION CONTROL AND DEMO 7/15/24
C4.1 MASTER DEVELOPMENT PLAN 7/15/24
C4.2 MASTER DEVELOPMENT PLAN 7/15/24
C5.1 PROJECT LAYOUT 7/15/24
C5.2 PROJECT LAYOUT 7/15/24
C6.1 VISITOR CENTER ENTRANCE PLAN AND PROFILE 7/15/24
C6.2 HOTZ AVE - PLAN AND PROFILE 7/15/24
C6.3 BEACH ACCESS SIDEWALK PLAN AND PROFILE 7/15/24
C6.4 BOARDWALK PLAN AND PROFILE 7/15/24
C7.1 SITE GRADING AND DRAINAGE PLAN 7/15/24
C7.2 SITE GRADING AND ELEVATION PLAN 7/15/24
C8.1 UTILITY PLAN 7/15/24
C9.1 CONSTRUCTION DETAILS 7/15/24
C9.2 CONSTRUCTION DETAILS 7/15/24
C9.3 TYPICAL WATER DETAILS 7/15/24
C9.4 TYPICAL WATER DETAILS 7/15/24
C9.5 TYPICAL SEWER DETAILS 7/15/24
C9.6 TYPICAL SEWER DETAILS 7/15/24
C9.7 TYPICAL SEWER DETAILS 7/15/24
E0.1 LEGEND AND SPECIFICATIONS 7/15/24
E1.1 SITE PLAN 7/15/24
E2.1 LIGHTING PLANS 7/15/24
E3.1 POWER PLAN 7/15/24
E7.1 SCHEDULES 7/15/24
M-001 LEGEND & GENERAL NOTES 7/15/24
M-111 HVAC OVERALL FIRST FLOOR PLAN 7/15/24
M-112 HVAC OVERALL SECOND FLOOR PLAN 7/15/24
M-301 HVAC SECTIONS 7/15/24
M-501 HVAC DETAIL SET-1 7/15/24
M-502 HVAC DETAIL SET-2 7/15/24
M-503 HVAC DETAIL SET-3 7/15/24
M-601 HVAC SCHDULES 7/15/24
M-701 SEQUENCE OF OPERATION 7/15/24
P-001 PLUMBING LEGEND, ABBREVIATIONS & NOTES 7/15/24
P-111 PLUMBING OVERALL BELOW FIRST FLOOR PLAN 7/15/24
P-112 PLUMBING OVERALL ABOVE FIRST FLOOR PLAN 7/15/24
P-113 PLUMBING OVERALL SECOND FLOOR PLAN 7/15/24
P-301 PLUMBING SECTION/INVERT PLAN 7/15/24
P-401 PLUMBING ENLARGED FLOOR PLAN SET-1 7/15/24
P-402 PLUMBING ENLARGED FLOOR PLAN SET-2 7/15/24
P-601 PLUMBING SCHEDULES 7/15/24
P-901 PLUMBING SANITARY SEWER & VENT RISER PLAN 7/15/24
P-902 PLUMBING DOMESTIC WATER RISER PLAN 7/15/24
S-1 ENGINEERING NOTES WIND AND GRAVITY DESIGN CRITERIA 7/15/24
S-2 FOUNDATION & FRAMING PLANS. SECTIONS, ENGINEERING DETAILS 7/15/24
S-3 STRUCTURAL SECTIONS & DETAILS 7/15/24
S-4 STRUCTURAL SECTIONS & DETAILS 7/15/24
BUILDING CODE DATA
APPLICABLE CODES AND REGULATIONS:
FLORIDA BUILDING CODE, 2023 8th EDITIONFLORIDA BUILDING CODE, 2023 8th EDITION
NEC-2020NEC-2020
NFPA 1, FIRE CODE (2021)NFPA 1, FIRE CODE (2021)
NFPA 101, LIFE SAFETY CODE (2021)NFPA 101, LIFE SAFETY CODE (2021)
BUILDING USE DATA:
FLORIDA BUILDING CODE - 2023 8TH EDITION
CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION
304.1 BUSINESS, GROUP B
311.1.1 ACCESSORY STORAGE SPACES
GENERAL BUILDING DATA:GENERAL BUILDING DATA:
FLORIDA BUILDING CODE - 2023 8TH EDITION
CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS
SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES
TABLE 504.3
BUSINESS, NO SPRINKLER, TYPE V-B - 40 FT
ALLOWABLE BUILDING HEIGHT IN FEET: 40 FT
EXCEPTION: ROOF STRUCTURES CONSTRUCTED OF MATERIALS CONSISTENT WITH
CONSRUCTION TYPE OF BUILDING AND NOT USED FOR HABIATION OR STORAGE.
TABLE 504.4
BUSINESS, NO SPRINKLER, TYPE V-B - 2
ALLOWABLE NUMBER OF STORIES: 2
SECTION 506 - BUILDING AREA
TABLE 506.2
BUSINESS, NO SPRINKLER, TYPE V-B - 9,000 SQFT
ALLOWABLE BUILDING AREA: 9,000 SQFT
CHAPTER 6 - TYPES OF CONSTRUCTION
SETION 602.2 CONSTRUCTION TYPE V-B, NON-SPRINKLERED
BUILDING TYPE & PROTECTION:
CHAPTER 6 - TYPES OF CONSTRUCTION
Table 601
EXTERIOR BEARING WALLS & STRUCTURE: 0 HOUR
EXTERIOR NON-BEARING WALLS: 0 HOUR
INTERIOR BEARING WALLS: 0 HOUR
INTERIOR NON-BEARING WALLS: 0 HOUR
OCCUPANT LOAD AND EGRESS DATA:
TABLE 1004.5 See Occupant Load Calculation Table SECTION 1006.2.1 Minimum number of exits required: 1 TABLE 1006.2.1 Spaces with one means of egress allowed: <50 persons TABLE 1006.3.3(2) Second floor spaces with one means of egress allowed: <30 persons
PLUMBING FIXTURE DATA:
CHAPTER 29 - PLUMBING SYSTEMS
SECTION 2902 MINIMUM PLUMBING FACILITES
WATER Closets (1/25) 32/25= 1.28
LAVATORIES (1/40) 32/40= 0.80
DRINKING FOUNTAINS (1/100) 32/100= 0.32
PLUMBING FIXTURES REQUIRED ACTUAL
WATER Closets 1.28 (2) 10
LAVATORIES 0.80 (1) 4
DRINKING FOUNTAINS 0.32 (1) 2
SERVICE SINK 1 1
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS INDICATED WITHIN THESE DOCUMENTS AND SHALL NOTIFY THE DESIGN TEAM OF ANY VARIATION, PRIOR TO THE PURCHASING OF MATERIALS, STARTING FABRICATION OR BEGINNING CONSTRUCTION.
"TYPICAL" MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
EXISTING FIELD CONDITIONS: THE CONTRACT DOCUMENTS INDICATE THE DESIGN INTENT USING AVAILABLE INFORMATION THE CONTRACTOR IS TO ADVISE THE DESIGN TEAM IF CODE OR SAFETY CONFLICTS EXIST. THE CONTRACTOR IS REQUIRED TO INSPECT THE SITE (PRIOR TO COMMENCEMENT) TO BECOME
FAMILIAR WITH CONDITIONS AND INSTALLATION DETAILS THAT WILL AFFECT HIS WORK.
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES
THE CONTRACTOR IS TO SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS FOR CONSTRUCTION, ELECTRICAL AND PLUMBING INSPECTIONS, ETC.
ALL DIMENSIONS ARE GIVEN TO ROUGH FRAMING AND MASONRY UNLESS NOTED.
EXTERIOR WALLS CONSTRUCTION VARIES, SEE PLANS. INTERIOR WALL FRAMING IS TO BE 8"CMU TYPICAL.
THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN ON THE JOB SITE - A COMPLETE SET OF CONSTRUCTION DOCUMENTS, ADDENDA, SUPPLEMENTAL INSTRUCTIONS, SUPPLEMENTAL DRAWINGS, MEETING NOTES, ETC.
SLOPE GRADE & PAVED AREAS AWAY FROM THE BUILDING PERIMETER. MAINTAIN POSITIVE DRAINAGE FOR 6' OR UP TO THE P.L., WHICHEVER IS GREATER.
A/C
AFF
ACT
ALUM
B/W
CLG
CMT
CT
CL
CONC
CMU
CONT
CJ
DR
ELEV
EW
EWC
EQ
EXIST
EXT
FIN
FF
FACP
FEX
FEC
FD
FRP
GALV
GC
GWB
HC
HM
ABBREVIATIONS
AIR CONDITIONING
ABOVE FINISHED FLOOR
ACOUSTICAL CEILING TILE
ALUMINUM
BETWEEN
CEILING
CENTER LINE
CERAMIC MOSAIC TILE
CERAMIC TILE
CONCRETE
CONCRETE MASONRY UNIT
CONTINUOUS
CONTROL JOINT
DOOR
ELEVATION
EACH WAY
ELECTRIC WATER COOLER
EQUAL
EXISTING
EXTERIOR
FINISH
FINISHED FLOOR
FIRE ALARM CONTROL PANEL
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FLOOR DRAIN
FIRE RETARDANT PAINT
GALVANIZED
GENERAL CONTRACTOR
GYPSUM WALLBOARD
HANDICAPPED
HOLLOW METAL
HORIZ
ISA
LAV
MAX
MTL
MIN
MTD
NO
NOM
NTS
NIC
OC
OH
PL
PREFIN
PT
RL
REIN
SS
THK
THR
T&B
TYP
VERT
WC
WD
WWF
W/
XTR
HORIZONTAL
INT'L SYMBOL OF ACCESSIBILITY
LAVATORY
MAXIMUM
METAL
MINIMUM
MOUNTED
NUMBER
NOMINAL
NOT TO SCALE
NOT IN CONTRACT
ON CENTER
OVERHEAD
PLATE
PREFINISHED
PRESSURE TREATED
RAIN LEADER
REINFORCED
STAINLESS STEEL
THICK
THRESHOLD
TOP AND BOTTOM
TYPICAL
VERTICAL
WATER CLOSET
WOOD
WELDED WIRE FABRIC
WITH
EXISTING TO REMAIN
BUSINESS GROUP B
ZONE X & ZONE X (0.2%)
46'-9" (FF TO PEAK) / 26'-9" FF TO PARAPET / 2 STORIES
SEE AREA CALCULATIONS
PARCEL IDENTIFICATION NUMBER:
ADDRESS:
OCCUPANCY :
FLOOD ZONE:
BUILDING HEIGHT/STORIES:
CONDITIONED/UNCONDITIONED SQUARE FOOTAGE:
BUILDING DATA
( IF DOOR HAS
CLOSER & LATCH)
PULL SIDE
HI
NG
E
SI
DE
AP
PR
OA
CH
ES
NOTE: X= 36" MIN. IF Y= 60"
X=42" MIN. IF Y=54"
X Y
PULL SIDE
LA
TC
H
SI
DE
AP
PR
OA
CH
ES
NOTE: X= 54" MIN. IF DOOR HAS
CLOSER
X 2' - 0"
Y 4'
- 0
1.
2.
3.
NOTE:
ALCOVES SHALL COMPLY WITH THE CLEARANCES FRO FRONT APPROACHES
DOOR HARDWARE SHALL BE THE LEVER TYPE.
DOORS SHALL HAVE A MAX. 8.5 LB. EXTERIOR. 5 LB INTERIOR, AND A MAX 8.5 LB. EXTERIOR, 5 LB.
MI
N.Y 4'
- 0
X 1' - 0"
PUSH SIDE
NOTE: X=12" IF DOOR HAS BOTH
A CLOSER & LATCH
MI
N.Y 5'
- 0
MIN.
X 1' - 6"
PULL SIDE
FR
ON
T
AP
PR
OA
CH
ES
PUSH SIDE
NOTE: Y= 48" MIN. IF
DOOR HAS A LATCH &
CLOSER
X 4' - 6"
Y 3'
- 6
PUSH SIDE
NOTE: Y= 48" MIN. IF
DOOR HAS A LATCH &
CLOSER
Y 3'
- 6
X 2' - 0"
59"
7"
59" MIN. @ FLOOR-MOUNTED TOILET
56" MIN. @ WALL-HUNG TOILET
TOILET PARTITION WHERE
OCCURS
42" 12" 6" 36"
18"16"~
1 1
MI
N.
~ 9"
MA
X.
H.
C.
" ST
D.~2 4"
24"
15"
MA
X.
MIN.
WATER CLOSET SIDE WALL
1 1/2" DIA. GRAB BAR
WITH 1 1/2" GAP FROM
WALL
WATER CLOSET BACK WALL URINAL
H.
C.
TOILET PAPER
MOUNTING AREA
"~ ST
D.
URINAL SCREEN WHERE
OCCURS
LAVATORY OR VANITY SINK
7"
MI
N. OFFSET
WASTE
ACCESSIBLE SINK
BOWL 6 1/2" DEEP
60"MIN.
6"
TOE SPACE
6"
COUNTER WHERE OCCURS
TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS
MENMEN WOMENWOMEN
INTERNATIONAL TOILET FACILITY
SYMBOLS ARE REQUIRED ON
WALL SIGN UT NOT ON DOOR
SIGN IN THE SAME CONTRASTING
COLOR.
CORRESPONDING GRADE 2
CLEAR RASTER STYLE BRAILLE
NOTE: SIGNAGE COLOR AND LETTER SIZE SHALL COMPLY WITH LOCAL CODE AND ADA REQUIREMENTS
CORRESPONDING GRADE 2
CLEAR RASTER STYLE BRAILLE
9" MIN.
SE
E
NO
TE
SIGNAGE NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
MAXIMUM HEIGHT OF TACTILE CHARACTERS IS 60" ABOVE FLOOR TO BASELINE OF CHARACTERS MINIMUM HEIGHT OF TACTILE CHARACTERS IS 48" ABOVE FLOOR TO BASELINE OF CHARACTERS.
SIGNS THAT IDENTIFY A ROOM, SPACE OR AREA SHALL HAVE RAISED CHARACTERS AND BRAILLE.
SIGNS SHALL HAVE A NON-GLARE FINISH WITH CONTRASTING COLORS.
PICTOGRAMS SHALL BE IN THEIR OWN 6" HIGH FIELD. ADD THE ISA SYMBOL IF ACCESSIBLE.
CHARACTERS SHALL BE SANS SERIF AND ALL UPPERCASE.
CHARACTERS MUST BE BETWEEN 5/8" AND 2" WITH A MINIMUM OF 1/8" SPACING
FONT SHALL BE ADA COMPLIANT.
3/8" MINIMUM MARGIN IS REQUIRED AROUND ALL RAISED ELEMENTS INCLUDING BRAILLE.
1" HIGH SPACE IS REQUIRED FOR ONE LINE OF BRAILLE.
BRAILLE SHALL BE ALL TOGETHER AND 3/8" TO 1/2" BELOW LAST LINE OF TEXT.
WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF
DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL.
" M
IN
MIRROR SOAP DISPENSER PAPER TOWEL
DISPENSER
" M
IN
TOILET PAPER
DISPENSER
TOILET PAPER HOLDER SANITARY NAPKIN
DISPOSAL
SANITARY NAPKIN
DISPENSER
MA
X. MA
X.
MA
X.
MA
X.
TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS
WATER CLOSET
W
AL
L
5'
6"
HOLD
1' - 6"
5' - 0"
60"x 56" REQUIRED CLEAR
FLOOR SPACE FOR
FRONT OR SIDE
APPROACH
A0.38 7
A0.3
8'
- 1 0"
1' -
3'
- 1
3'
- 1
3'
- 1
3'
- 1
8'
- 1 3/ 4"
1' -
1' - /4
1' - 1/ 4"
A0.3
A0.3 3
7'
- 8
1' -
2'
- 7
2'
- 1 0"
7'
- 9
1' -
5' - 6"
MI
N.
R
EQ
. K
NE
E
TO
E
SP
AC
E
BUILD OUT AREA UNDER SINK TO
CONCEAL PLUMBING, COUNTER TO
BE MOUNTED WITH 3X3 STEEL
BRACKETS. PROVE PTD. PLYWOOD
FINISH WITH REMOVABLE ACCESS
PANELS TO SERVICE PLUMBING
SOLID SURFACE COUNTERTOP, BUILT
IN SOAP DISPENSER
2'
- 3
9" 1' -
2'
- 1 0"
20" MAX
8" 9"
" M
AX
TYPICAL LAVATORY
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
As indicated
8/
/2
3:
:0
PM
A0.2
BATHROOM PLANS
& ADA DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/2" = 1'-0"
1 WOMEN'S RESTROOM
1/2" = 1'-0"
2 MEN'S RESTROOM
SE
E.
MA
NU
F.
SP
EC
3'
- 2
SE
E
MA
NU
F.
SP
EC
"-4 5"
SE
E
MA
NU
F.
SP
EC
"-4 5"
SE
E
MA
NU
F.
SP
EC
3'
- 2
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/2" = 1'-0"
8/
/2
3:
:0
PM
A0.3
BATHROOM
ELEVATIONS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/2" = 1'-0"
5 MEN'S RR 4
1/2" = 1'-0"
8 WOMEN'S RR 2
1/2" = 1'-0"
7 WOMEN'S RR 1
1/2" = 1'-0"
10 WOMEN'S RR 4
1/2" = 1'-0"
6 WOMEN'S RR SINK
1/2" = 1'-0"
9 WOMEN'S RR 3
1/2" = 1'-0"
3 MEN'S RR 2
1/2" = 1'-0"
4 MEN'S RR 3
1/2" = 1'-0"
2 MEN'S RR 1
1/2" = 1'-0"
1 MEN'S RR SINK
ELECTRIC XLERATOR HAND
DRYER, TYP.
ELECTRIC XLERATOR HAND
DRYER, TYP.
ELECTRIC XLERATOR HAND
DRYER, TYP.
ELECTRIC XLERATOR HAND
DRYER, TYP.
ZONE X (0.2%)
ZONE X
ZONE AE (EL 10)
N74° 41'24
"E 70.19
'(F)
N '1 "W
.9 F)
S '4 "E
.0 '(F)
S74° 41'20
"W 70.12
'(F)
S '4
.9 F)
D E F U N
IA
K
S T R E E T
R W
HOTZ
AVE
NUE
- 50
' R/ W
A
LLE
Y
A C C E S S
E A S E M E N T
N '0
.7 D
S8°5 7'17"
E 7 0.23
'(D)
S89° 50'2
9"W 70.
30'(D
S 1'
.8 D
TBM#1
TBM#2
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
3/4" = 1'-0"
8/
/2
3:
:0
PM
A0.4
SURVEY
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
3/4" = 1'-0"
1 SURVEY
1.
2.
3.
4.
5.
ALL SITE LIGHTING IS TO BE DARK SKIES COMPLIANT.
LANDSCAPE AND IRRIGATION IS BY OTHERS.
SURVEY PROVIDED BY OWNER.
SEE SEALED SURVEY FOR ADDITIONAL INFORMATION.
SEE LANDSCAPE DRAWINGS FOR PAVING AND DRIVEWAY MATERIALS
SITE NOTES
ZONE AE (EL 10)
N74°41'24"E 70.19'(F)
N '1
.9 F
S '4
.0 '(F
S74°41'20"W 70.12'(F)
S '4
.9 F
D E F U N
IA
K
S T R E E T
R W
HOTZ AVENUE - 50' R/W
A L L E Y
A C C E S S
E A S E M E N T
S8°57'17"E 70.23'(D)
S 1'
.8 D
TBM#1 TBM#2
15' - 6"
10' - 6"
11' - 6"
12' - 6"
13' - 6"
8' - 6"
9' - 6"
10' - 6"
11' - 6"
12' - 6"
13' - 6"
14' - 6"
15' - 6"
8' - 6" 9' - 6"
10' - 6"
11' - 6"
12' - 6"
13' - 6"
11' - 6"
12' - 6"
13' - 6"
14' - 6"
15' - 6"
9' - 6"
10' - 6"
11' - 6"
12' - 6"
13' - 6"
14' - 6"
0'
6"
1'
2'
3'
4'
5'
9' - 6"
6"
DE
FU
NI
AK
ST
RE
ET
(5 0' R /W
45' - 0"
0"
9' W
AL
KI
NG
PA
TH
9' WAL
KING P
ATH
2 1 /2
33' - 4 5/16"
APROX. WALKING
PATH SHEET PILE
LOCATION
APROX. WALKING
PATH SHEET PILE
LOCATION
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/8" = 1'-0"
8/
/2
3:
:0
PM
A0.5
SITE PLAN
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/8" = 1'-0"
1 SITE PLAN
1.
2.
3.
4.
5.
ALL SITE LIGHTING IS TO BE DARK SKIES COMPLIANT.
LANDSCAPE AND IRRIGATION IS BY OTHERS.
SURVEY PROVIDED BY OWNER.
SEE SEALED SURVEY FOR ADDITIONAL INFORMATION.
SEE LANDSCAPE DRAWINGS FOR PAVING AND DRIVEWAY MATERIALS
SITE NOTES
1.
2.
3.
4.
5.
6.
7.
SITE WALLS ARE TO BE A HARD TROWELED STUCCO, WHITE.
SITE WALLS ARE TO MAINTAIN A MINIMUM HEIGHT OF 48" ABOVE THE WALKING SURFACE AT ALL LOCATION.
THE TOP OF THE 12" CMU SITE WALLS IS TO FOLLOW THE NATURAL GRADE AND TIE INTO THE SHEET PILE AS DETAILED.
8" CMU IS TO BE USED TO MAINTAIN THE MINIMUM HEIGHT OF 48" ABOVE THE WALKING SURFACE WHEN THE 12" CMU
HEIGHT DROPS BELOW 48".
8" CMU IS TO ALIGN TO THE EXTERIOR FACE OF THE 12" CMU.
COORDINATE OPENINGS FOR IN WALL EXHIBITES WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS.
SHEET PILES TO BE USED WHEN GRADE IS GREATER THAN 48" ABOVE WALKING PATH, SEE STRUCTURAL FOR DEATILS
SITE WALL NOTES
SLOPE
SL
OP
E
SL
OP
E
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design8/
/2
3:
:1
PM
A0.6
SPECIFICATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
212019181716151413121110987654321
A2.11
A2.2
25' - 6"
0"
36' - 0"
8"
11'
- 4
0"
9" 6"
6"
6"
9"
14' - 6" 14' - 6" 14' - 6"
45' - 0"
ELEV
8'
- 1 1"
8'
- 1 1 3 /16
5/
24' - 2 3/4"
7'
- 9
5' - 9"
3/ 4"
10' - 6"
A3.0
A0.2
A0.2
A3.0 A2.3 1
A2.0
1' - /16
6'
- 0
MEN'SMEN'S
RESTROOMRESTROOM
MECHANICAL/MECHANICAL/
STORAGESTORAGE
WOMEN'SWOMEN'S
RESTROOMRESTROOM
15' - 11"
5'
- 6
6'
- 0
3'
- 9
3' - 8 7/8"
A3.1
1' - 4"
COORDINATE SHAFT AND
MASONRY OPENING SIZE AND
LOCATION WITH ELEVATOR
MANUF.
8"
A3.3
A3.3
Sim
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:1
PM
A1.0
FIRST FLOOR PLAN
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/4" = 1'-0"
1 LEVEL 1
A2.11
A2.2
43' - 4"
4"
9' - 6" 26' - 0" 9' - 6"
0"
9'
- 6
9'
- 6
ELEV
6'
- 2 1/ 4"
9'
- 0 1/ 4"
A3.0
A3.0
7' - 0 1/4"
A2.3 1
A2.0
A4.1 1 A4.12
A4.1
1 Sim
A4.1
1 Sim
2'
- 0
0"
2'
- 0
6'
- 5
7'
- 9 1/ 2"
7'
- 9 1/ 2"
8'
- 0
0"
8'
- 0
TREMCO PUMA PEDESTRIAN TRAFFIC COATING SYSTEM
H&C CLEAR PROTECT WATER BASED 2-PART POLY CLEAR COAT
SYSTEM IN SATIN ON 2ND FLOOR INTERIOR CONCRETE
2'
- 0
0"
2'
- 0
2' - 0" 7' - 9 1/2" 6' - 5" 7' - 9 1/2" 2' - 0"
2' - 0" 7' - 9 1/2" 6' - 5" 7' - 9 1/2" 2' - 0"
8' - 0"
26' - 0" 8' - 0"
EXHIBITEXHIBIT
SPACESPACE
VIVA RAILINGS COMMERICAL METAL RAILING SYSTEM
A3.1
OBSERVATION DECK
OBSERVATION DECK
45' - 0"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:1
PM
A1.1
SECOND FLOOR
PLAN
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/4" = 1'-0"
1 LEVEL 2
COORDINATE SHAFT AND MASONRY OPENING SIZE
AND LOCATION WITH ELEVATOR MANUF.
0"
26' - 0"
A3.0
A3.0 1' -
ROOF DRAIN WITH OVERFLOW
OVERFLOW SCUPPER
1/4 1'-
1/4" : 1'-0
1/4 1'-
1/4" : 1'-0
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:1
PM
A1.2
ROOF PLAN
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 ROOF PLAN
1' - 1/ 4"
0"
1' - 1/ 4"
7/
1' - 10 1/4" 45' - 0" 1' - 10 1/4"
48' - 8 7/16"
A3.0
A3.0
5'
- 5 /16
5'
- 5 /16
5'
- 5 /16
5'
- 5 /16
5'
- 5 /8
5'
- 5 /16
5'
- 5 /16
5'
- 5 /16
5'
- 5 /8
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:1
PM
A1.3
DECORATIVE ROOF
PLAN
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 DECORATIVE ROOF PLAN
LEVEL 1
10' - 6"
TOP OF DUNE
19' - 6"
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A3.0
9"
PARAPET
37' - 3"
0"
0"
9"
BOTTOM OF BEAM
20' - 9"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:2
PM
A2.0
NORTH ELEVATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 NORTH ELEVATION
TOP OF DUNE
19' - 6"
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A3.0
PARAPET
37' - 3"
BOTTOM OF BEAM
20' - 9"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:3
PM
A2.1
WEST ELEVATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 WEST ELEVATION
TOP OF DUNE
19' - 6"
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A3.0
PARAPET
37' - 3"
BOTTOM OF BEAM
20' - 9"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:4
PM
A2.2
SOUTH ELEVATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 SOUTH ELEVATION
TOP OF DUNE
19' - 6"
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A3.0
PARAPET
37' - 3"
BOTTOM OF BEAM
20' - 9"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:5
PM
A2.3
EAST ELEVATION
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 EAST ELEVATION
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A3.0
A3.1
A3.2
4'
- 6
1/4
1' -
11'
- 0
0"
PARAPET
37' - 3"
FABRIC ROOF CANOPY W/
GUTTER SYSTEM.
9" 1' -
1' -
BOTTOM OF BEAM
20' - 9"
A3.0
4'
- 1
FABRIC ROOF CANOPY W/
GUTTER SYSTEM.
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
1/4" = 1'-0"
8/
/2
3:
:0
PM
A3.0
BUILDING
SECTIONS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1/4" = 1'-0"
1 BUILDING SECTION 1
2 BUILDING SECTION 2
LEVEL 2
22' - 6"
1"
A3.3
Sim
PARGED CIP CAP
RETURN ALL
DISTRUBED GRADE TO
ORIGINAL ELEVATION
BOTTOM OF BEAM
20' - 9"
LEVEL 1
10' - 6"
LEVEL 2
22' - 6"
BOTTOM OF BEAM
20' - 9"
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
As indicated
8/
/2
3:
:0
PM
A3.1
TYPICAL WALL
SECTIONS &
DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 1/2" = 1'-0"
1 TYPICAL SECTION 1
VIVA RAILING STAINLESS
STEEL RAILING SYSTEM
CIP SLAB WITH 6MIL MOISTURE
BARRIER, SEE STRUCTURAL FOR
DETAILS
CIP FOOTER SEE STRUCTURAL
FOR DETAILS
8" GROUT FILLED CMU, SEE
STUCTURAL FOR DETAILS
CIP REINF. FLOOR SLAB, SEE
STRUCTURAL FOR DETAILS
1/2" = 1'-0"
2 STAIR SECTION
LEVEL 2
22' - 6"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
A4.1
Sim
A4.1
Sim
PARAPET
37' - 3"
A3.2
A3.2
A3.3
CIP SLAB WITH 6MIL MOISTURE BARRIER, SEE STRUCTURAL FOR DETAILS
CIP FOOTER SEE STRUCTURAL FOR DETAILS
8" GROUT FILLED CMU, SEE STUCTURAL FOR DETAILS
CIP REINF. FLOOR SLAB, SEE STRUCTURAL FOR DETAILS
GWB ON 2X BUCK, TYP.
1/4" / 1'-0"
BOTTOM OF BEAM
20' - 9"
TOP OF
COLUMN/HEADER
HEIGHT
32' - 6"
1/4" / 1'-0"1/4" / 1'-0"
2' - 0"
PT 3X6 WOOD MEMBER
PT 3X12 WOOD MEMBER
GLULAM BEAM & CONCRETE
ANCHOR, SEE STRUCTURAL
18"CONCRETE COLUMN W/ STUCCO
FINISH. SEE STRUCTURAL FOR
COLUMN DETAILS
2' - 0"
2' - 0"
2' - 0"
SEE STRUCTURAL FOR TIE
DOWN BOLT DETAILS,
COVER BOLT POCKET WITH
3X6 MEMBER
FABRIC ROOF CANOPY W/ GUTTER
SYSTEM.
**FABRIC CANOPY SYSTEM PROPOSAL
HAS BEEN PROVIDED BUT DOES NOT
INCLUDE GUTTER, BID MUST MUST
ALSO INCLUDE A GUTTER SYSTEM **
SS. PARAPET CAP
PVC ROOF MEMBRANE TO TURN UP PARAPET WALL 6" MIN
TAPERED RIGID INSULATION ROOF SYSTEM
3/4 CDX ROOF DECK
ROOF TRUSS SYSTEM, SEE STRUCTURAL
8" CMU WALL, SEE STRUCUTRAL FOR REINF. DETAILS
3 COAT STUCCO SYSTEM W/ SMOOTH FINISH
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
As indicated
8/
/2
3:
:0
PM
A3.2
TYPICAL WALL
SECTIONS &
DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
3/4" = 1'-0"
1 TYPICAL SECTION 2
1 1/2" = 1'-0"
2 DECORATIVE ROOF DETAIL
1 1/2" = 1'-0"
3 PARAPET DETAIL
ZONE X
ZONE AE (EL 10)
N74°41'24"E 70.19'(F)
N '1
.9 F
S '4
.0 '(F
S74°41'20"W 70.12'(F)
S '4
.9 F
D E F U N
IA
K
S T R E E T
R W
HOTZ AVENUE - 50' R/W
A L L E Y
A C C E S S
E A S E M E N T
N '0
.7 D
S8°57'17"E 70.23'(D)
S89°50'29"W 70.30'(D)
S 1'
.8 D
TBM#1 TBM#2
VA
RI
ES
" M
IN
VARIES
VA
RI
ES
FO
LL
OW
E
XT
G.
G
RA
DE
8" T
YP
FO
LL
OW
E
XT
G.
G
RA
DE
8" T
YP
8" CMU W/ STUCCO FINISH TO BE
USED TO MAINTAIN A 48"
BARRIER
12" CMU AND CIP CAP TO FOLLOW
ADJECENT GRADE, SEE STRUCTURAL
NATURAL GRADE
12" CMU W/ STUCCO
FINISH TO EXTEND TO
ADJACENT GRADE,
TYPICAL.
SIDEWALKS TO BE WHITE
CONCRETE WITH A
SHELL STONE MIX
12" CMU AND CIP CAP TO FOLLOW
ADJECENT GRADE, SEE STRUCTURAL
SHEET PILE WITH CIP CAP FOR
RETAINING HEIGHTS OF 42" OR
GREATER, TYP.
NATURAL GRADE
12" CMU W/ STUCCO
FINISH, TYP.
SIDEWALKS TO BE WHITE
CONCRETE WITH A
SHELL STONE MIX
VARIES
PROVIDE WEEP @24" O.C.
VARIES
VA
RI
ES
FO
LL
OW
E
XT
G.
G
RA
DE
8" T
YP
12" CMU W/ STUCCO FINISH AND CIP
CAP TO FOLLOW ADJECENT GRADE,
SEE STRUCTURAL
LINTEL BEAM, SEE STRUCTURAL
NATURAL GRADE
12" CMU W/ STUCCO
FINISH, TYP.
SIDEWALKS TO BE WHITE
CONCRETE WITH A
SHELL STONE MIX
VARIES
PROVIDE WEEP @24" O.C.
3'
- 4
6'- 4" *3 '-0 " O
PE
N
CL
EA
R*
DISPLAY OPENING
TREMCO PUMA SYSTEM, SEE SPEC FOR INSTALL
WHITE METAL
FLASHING SET IN
DYMONIC 100
PVC BLOCKING
STUCCO SYSTEM
PROVIDE DRAINAGE PASSAGE AT
FLOOR LEVEL TO DRAIN CAVITY
BETWEEN SHEET PILE AND CONCRETE
BLOCK TO PATHWAY
SHEET PILE, SEE STRUCTURAL FOR SIZING
AND MANUF. SPEC FOR INSTALLATION
VARIESA
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
As indicated
8/
/2
3:
:0
PM
A3.3
TYPICAL DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
AJV
AJV
BID
1 1/2" = 1'-0"
1 TYP. SITE WALL SECTIONS
1.
2.
3.
4.
5.
6.
SITE WALLS ARE TO BE A HARD TROWELED STUCCO, WHITE.
SITE WALLS ARE TO MAINTAIN A MINIMUM HEIGHT OF 48" ABOVE THE WALKING SURFACE AT ALL LOCATION.
THE TOP OF THE 12" CMU SITE WALLS IS TO FOLLOW THE NATURAL GRADE AND TIE INTO THE SHEET PILE AS DETAILED
ABOVE AND IN TEH STRUCTURAL DRAWINGS.
8" CMU IS TO BE USED TO MAINTAIN THE MINIMUM HEIGHT OF 48" ABOVE TEH WALKING SURFACE WHEN THE 12" CMU
HEIGHT DROPS BELOW 48".
8" CMU IS TO ALIGN TO THE EXTERIOR FACE OF THE 12" CMU.
COORDINATE OPENINGS FOR IN WALL EXHIBITES WITH STRUCTURAL AND ARCHITECTURAL DRAINGS.
3" = 1'-0"
2 SLAB EDGE FLOOR COATING DETAIL
1 1/2" = 1'-0"
3 SHEET PILE CAVITY DRAINAGE
LA
P
PE
R
MA
NU
F.
SP
EC
A
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
6" = 1'-0"
8/
/2
3:
:0
PM
A4.0
DOOR SCHEDULE &
DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
Checker
AJV
BID
Door Schedule
Mark Width Heigh t Description Door Material Door Finish Frame Type Frame Material Frame Finish Operation Lockset
100 3' - 0" 7' - 0" CORRIM OUTSWING DOOR & FRAME FRP W/ BALSA CORE, CYLINDRICAL DOUBLE
CYLINGER DEADBOLT, PUSH PLATE/PULL BAR &
CONT. HINGE
WHITE
POLYURETHANE
STANDARND SIZING
W./ CONCEALED
ANCHORS
FACTORY FNSIHED FRP FRAME WHITE
POLYURETHANE
LCN 4050A SERIES CLOSER W/ TOP JAMB (PUSH
SIDE) MOUNTING, SRI ALUMINUM FINISH
SCHLAGE B662J DOUBLE CYLINDER
DEADBOLT W/ SATIN CHROME FINISH
101 4' - 0" 7' - 0" CORRIM OUTSWING DOOR & FRAME FRP W/ BALSA CORE, CYLINDRICAL DOUBLE
CYLINGER DEADBOLT, PUSH PLATE/PULL BAR &
CONT. HINGE
WHITE
POLYURETHANE
STANDARND SIZING
W./ CONCEALED
ANCHORS
FACTORY FNSIHED FRP FRAME WHITE
POLYURETHANE
LCN 4050A SERIES CLOSER W/ TOP JAMB (PUSH
SIDE) MOUNTING, SRI ALUMINUM FINISH
SCHLAGE B662J DOUBLE CYLINDER
DEADBOLT W/ SATIN CHROME FINISH
102 3' - 0" 7' - 0" CORRIM OUTSWING DOOR & FRAME FRP W/ BALSA CORE, CYLINDRICAL DOUBLE
CYLINGER DEADBOLT, PUSH PLATE/PULL BAR &
CONT. HINGE
WHITE
POLYURETHANE
STANDARND SIZING
W./ CONCEALED
ANCHORS
FACTORY FNSIHED FRP FRAME WHITE
POLYURETHANE
LCN 4050A SERIES CLOSER W/ TOP JAMB (PUSH
SIDE) MOUNTING, SRI ALUMINUM FINISH
SCHLAGE B662J DOUBLE CYLINDER
DEADBOLT W/ SATIN CHROME FINISH
6" = 1'-0"
1 HOLLOW METAL DOOR THRESHOLD ON CONCRETE
6" = 1'-0"
2 HOLLOW METAL DOOR JAMB ON CMU
6" = 1'-0"
3 HOLLOW METAL DOOR HEAD ON CMU
22' - 0"
9'
- 0
1' -
6' - 5"
EQ EQEQ EQ
4'
- 9
0"
9'
- 0
1' -
4'
- 9
0"
22' - 0"
EQ EQ EQ EQ EQ
GRACE LIQUID APPLIED
WATERPROOFING, INSTALLED 6"
MIN EACH WAY
GRACE LIQUID APPLIED
WATERPROOFING, INSTALLED 6"
MIN EACH WAY
GRACE LIQUID APPLIED
WATERPROOFING, INSTALLED
6" MIN EACH WAY
PEMKO 2006-T LATCHING PANIC
EXIT SADDLE THRESHOLD
COORDINATE STEP LOCATION WITH
STOREFONT LOCATION @ ALL DOORSA
54321
B
C
D
E
APPROVED BY
CHECKED BY
SHEET NO.
TITLE
DRAWN BY
DATE
PROJECT NO.
SCALE
SEAL
REVISIONS
NO. DESCRIPTION DATE
877 CR 393 North Santa Rosa Beach, FL 32459 850.267.0759
CLIFFORD L. KNAUER, P.E. 53930
SCALE:
EB 0008794
MCWHORTER VALLEE DESIGN FL - AA26003107
ANTHONY J. VALLEE, ARCHITECT FL - AR95108
architect of record :
McWhorter McWhorter Vallee DesignVallee Design
FL - AA26003107
37 S 10th St Defuniak Springs, FL 32435
Phone: 850.660.6675 www.mvr.design
As indicated
8/
/2
3:
:0
PM
A4.1
STOREFRONT
SCHEDULE &
DETAILS
G R
AY
TO
N B
EA
C
H R
ES
TR
O O
M F
AC
IL
IT
Y
BO
AR
D O
F C
O U
N
TY
C O
M M
IS
SI
O N
ER
S
W
AL
TO
N
C O
U N
TY
FL
O R
ID
A
7/15/24
MC
Checker
AJV
BID
1/2" = 1'-0"
1 TYPICAL STOREFRONT WITH DOOR
1/2" = 1'-0"
2 TYPICAL STOREFRONT
6" = 1'-0"
3 STOREFRONT SILL DETAIL
6" = 1'-0"
4 STOREFRONT JAMB DETAIL
6" = 1'-0"
5 STOREFRONT HEAD DETAIL
6" = 1'-0"
6 STOREFRONT DOOR SILL DETAIL
| A0.0 - COVER SHEET |
| A0.1 - GENERAL INFOMRATION |
| A0.2 - BATHROOM PLANS & ADA DETAILS |
| A0.3 - BATHROOM ELEVATIONS |
| A0.4 - SURVEY |
| A0.5 - SITE PLAN |
| A0.6 - SPECIFICATION |
| A1.0 - FIRST FLOOR PLAN |
| A1.1 - SECOND FLOOR PLAN |
| A1.2 - ROOF PLAN |
| A1.3 - DECORATIVE ROOF PLAN |
| A2.0 - NORTH ELEVATION |
| A2.1 - WEST ELEVATION |
| A2.2 - SOUTH ELEVATION |
| A2.3 - EAST ELEVATION |
| A3.0 - BUILDING SECTIONS |
| A3.1 - TYPICAL WALL SECTIONS & DETAILS |
| A3.2 - TYPICAL WALL SECTIONS & DETAILS |
| A3.3 - TYPICAL DETAILS |
| A4.0 - DOOR SCHEDULE & DETAILS |
| A4.1 - STOREFRONT SCHEDULE & DETAILS |
File details come from the government source that posted it. Updated .