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RECEIVED
I MAR 19 2020
ST. Lucie County, Permitting
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SITE NOTES
1, ALL DMEN&DNS ARE SHOWN AT FACE OF CURB, UNLESS OTHER1N6E NOTED BA
INDCATES IN MENSION I6 TO PACK OF CURB
2 ALL RACE DIMENSIONS WE 3 TO FACE OF CURB UNLESS OTHERNNIF NOTED.
& ALL PAREMEM MARMNO8 AND 810NME SHALL BE IN ACCORDANCE NTH THE 'MAt ILL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR 6TREETS AND HNHANky LATEST
EINTON: AMID ST. MCIE COUNTY LAND OEVELOPMEM CODE.
A FREE STAMMNO SIGNIGESHGWN ONLY FOR REPRESENTATIONAL PURPOSES, AND
SMALL Be PERMRTE08EPNNTELY.
S. 'A.M, DOUMP'TER ENCLOSURE WLL HAYS A COMPATIBLE FINISH AM COLOR NTH
THE RESPECTIME STRUCTURE.
a ALL I MPACTED RIGHD-01 Y AREAS 6HNL BE SODDED,
7.. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED VIA PARAPETWALIb 80 PS NOT
TO RE NBIBIE FROM GROUND LEV El.
S THERE SHALL BE NO OUTSIDE STORAGE OF MATERIALOR EQUIPMENT NITH THE
EXCEPTION OF DINING APPARATUS -TABLES, CF W R%UMBRELLA AMC BENCHES.
9, TMEAMOUNT OF EXTERIOR LIGHTING SHALL BE RMUCED To OCR MOTCANDLE
READINGS AT THE PROPERTY LINE.
16 PLEASE SEEC4 UTILITY PLAN FOR PROPOSED UTILITIES WHICH ME NOT SHCNM ON
MI68HEETFORCLARRY
11, ALL BTWPING WTHIN PUBLIC RIGHT OF WAY BWVL BE TH ERMOPUMTIC PER EMT INDEX
INPA..
1, AMHNtlU,PED MFNW SPACES ANOPU£eA Al. A.G. TO MALL IAAMNG
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4946 B 2 YT1 ST
FORT PIERCE, FL 349)1
ST LUCIE COUNTY
M BOHLER
xo. BUI1
E}PtEO
SITE PLAN
SNEETNUANFR'.
C-301
SITE NOTES
1, ALL DMEN&DNS ARE SHOWN AT FACE OF CURB, UNLESS OTHER1N6E NOTED BA
INDCATES IN MENSION I6 TO PACK OF CURB
2 ALL RACE DIMENSIONS WE 3 TO FACE OF CURB UNLESS OTHERNNIF NOTED.
& ALL PAREMEM MARMNO8 AND 810NME SHALL BE IN ACCORDANCE NTH THE 'MAt ILL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR 6TREETS AND HNHANky LATEST
EINTON: AMID ST. MCIE COUNTY LAND OEVELOPMEM CODE.
A FREE STAMMNO SIGNIGESHGWN ONLY FOR REPRESENTATIONAL PURPOSES, AND
SMALL Be PERMRTE08EPNNTELY.
S. 'A.M, DOUMP'TER ENCLOSURE WLL HAYS A COMPATIBLE FINISH AM COLOR NTH
THE RESPECTIME STRUCTURE.
a ALL I MPACTED RIGHD-01 Y AREAS 6HNL BE SODDED,
7.. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED VIA PARAPETWALIb 80 PS NOT
TO RE NBIBIE FROM GROUND LEV El.
S THERE SHALL BE NO OUTSIDE STORAGE OF MATERIALOR EQUIPMENT NITH THE
EXCEPTION OF DINING APPARATUS -TABLES, CF W R%UMBRELLA AMC BENCHES.
9, TMEAMOUNT OF EXTERIOR LIGHTING SHALL BE RMUCED To OCR MOTCANDLE
READINGS AT THE PROPERTY LINE.
16 PLEASE SEEC4 UTILITY PLAN FOR PROPOSED UTILITIES WHICH ME NOT SHCNM ON
MI68HEETFORCLARRY
11, ALL BTWPING WTHIN PUBLIC RIGHT OF WAY BWVL BE TH ERMOPUMTIC PER EMT INDEX
INPA..
1, AMHNtlU,PED MFNW SPACES ANOPU£eA Al. A.G. TO MALL IAAMNG
�MCRO94S INVEPtM%IMIRI OFEY BLCPEIN AM RECTICW RHd BE6RUIMI_.,_
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MILETAGAROOM.
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—1FOR—
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CONSTRUCTION
MANAGEMENT
4946 B 2 YT1 ST
FORT PIERCE, FL 349)1
ST LUCIE COUNTY
M BOHLER
xo. BUI1
E}PtEO
SITE PLAN
SNEETNUANFR'.
C-301
JIL
s a
SITE DATA
DIY.
LOT 1 58 - JURISDICTION ST. LUCIE COUNTY
L ICURRENTZONING CG-COMMERCIAL GENERAL
P.B. 01' PG. 23
GROSS SITE AREA 38,772 S.F. (0.890 A.C.) - 100% -
- N LINE OF LOT 61 (P.B. 01, PG 2J)
.axnsx.wmlLm�+n9. TOTAL IMPERVIOUS AREA 26,475 S.F.(0,608 A.C.)-68.28%
BUILDINGAREA 2246 S.F. 0.052 AC. -6.79%
40' - ..�,,-gyp, -- ® -CANOPYAREA - 169 S.F.(0.004 A.C.)-0.44%
}� ,,.erg, �����PAVEMENT/SIDEWALK AREA 24,230 S.F..(0.556 A.C.)-62.49%
`m - ® - ilk ® o ®®� - TOTAL PERVIOUS AREA 12,297 S.F. (0.282 A.C.) - 31.72%
'., .. ..
- TOTAL OPEN SPACE AREA 13,299 S.F. (0:305 A.C.)-34.30%
I - BUILDING SETBACKS REQUIRED PROVIDED
_ "WES'T 387.01' OF LOT 61 - FRONT (SOUTH) - MIDWAY ROAD 25' 47.9'
ao ao
_ SIDE (WEST) - S.25TH STREET 20' 66.2'
zo 10 o ff
■� SIDE (EAST) 10' 85.7'
1,t 40' I - aq N i ❑ ; REAR(NORTH) 20' 84.6
LANDSCAPE SETBACKS REQUIRED PROVIDED
¢ ' _ m - - FRONT (SOUTH) - MIDWAY ROAD 15' 15'
SIDE (WEST) - S.25TH STREET 15' 15'
e I _ SIDE (EAST) N/A 10'.
I i _ REAR (NORTH) - N/A 5'
PARKING
' - REQUIRED PARKING (10 SPACES PER 1,000 S.F.) 23 SPACES
TOTAL PARKING SPACES PROVIDED 25 SPACES
-10'x'20' PARKING SPACES 23 SPACES
12X20' ADA PARKING SPACES 2 SPACES
MAXIMUM BUILDING COVERAGE -
I 50%
PROPOSED BUILDING COVERAGE 5.79%
ry $ 8 MAXIMUM F.A.R. 0.46
Ct
PROPOSED F.A.R.
0.08
I N
CONC. PARKING LOT ® I O
R R N CDNC. WAL v I
I
Line Table
Line #
Length
Direction
L1
23.32'
N010 12' 21.00"W
L3
24.53'
N11o16'51.00"E
L5
43.44'
N460 10' 27.00"W
L6
154.20'
$890 51' 59.09 W
L8
185.55'
N890 44' 43.00"E
L10
60.26'
N020 15' 37.00"W
L12
73.69'
N02012' 54.00'W
L15
211.77'
SOOe 14' 44.44"E
o I a R za I 0® o' SITE N%0TES:
a
lei i
b ( o
16' r. " -y 1P 1T p 1. ALL DIMENSIONS ARE SHOWN AT FACE OF CURB, UNLESS OTHERWISE NOTED. B!C
20' 11 � INDICATES DIMENSION IS TO BACK OF CURB.
cd Aft Au N 3 v as t w' ❑� 2. ALL RADII DIMENSIONS ARE S TO FACE OF CURB UNLESS OTHERWISE NOTED.
N o old' N # 6 409B o
PR P K 0
h � I 2 3. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL a _ ;
� o L BE IN ACCORDANCE WITH THE "MANUAL
a @�L 20' �
P s. PO EYES "
I � „
�� «� 3 � I ti ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, LATEST
NaW 2
24
Z.
� 2 6 SF
EDITION; AND o 110' 1ST. LUCIE COUNTY
C LAND DEVE
LOPMENT
a I FOOTPRINT 4099' W LOPMENT CODE.
4. FREE STANDING SIGNAGE SHOWN ONLY FOR REPRESENTATIONAL PURPOSES, AND
_ r�-I .) = o $ j T;, FF 10.00
y U _ 2' 9?skzill" "R; (NAND) ""` " ° I o SHALL BE PERMITTED SEPARATELY.
- o N - _ SETBA
W _ .;_ .,.I. i % 1 _
662 51' I I 1 F Ti E COPY 5. PROPOSED DUMPSTER ENCLOSURE WILL HAVE A COMPATIBLE FINISH AND COLOR WITH
W Oqqq-T-exAt THE RESPECTIVE STRUCTURE.
LCQL15' LANDSCAPE
3 Q-I BUFFER I ® #_ dols 6. ALL IMPACTED RIGHT-OF-WAY AREAS SHALL BE SODDED.
r'
h
%J• L - - - - • t N a REVIEWED FOR I 7. ALL ROOF MOUNTED EQUIPMENT SHALL BE SCREENED VIA PARAPET WALLS SO AS NOT
¢ I TO BE VISIBLE FROM GROUND LEVEL.
NODE COMPLIANCE
' OCIE COON Y 8. THERE SHALL BE NO OUTSIDE STORAGE OF MATERIAL OR EQUIPMENT WITH THE
,r
- -
15 5 iT ST. EXCEPTION OF DINING APPARATUS -TABLES, CHAIRS, UMBRELLA AND BENCHES.
OW D0 9' R.
N _
y
° _DEDICATION DEDICATION s RIUCC
9. THE AMOUNT OF EXTERIOR LIGHTING SHALL BE REDUCED TO 0.00 FOOTCANDLE
til ° READINGS AT THE PROPERTY LINE.
TO
iv,1ci�_
rrerR T "10. PLEASE SEE C-5 UTILITY PLAN FOR PROPOSED UTILITIES WHICH ARE NOT SHOWN N
THIS SHEET FOR CLARITY.
.+. A09177ONAL R TO. -_ _.. '.. -.
_ 3-a ® 30.6 FDOTROW fP&C EASEMENT PER It ALL STRIPING WITHIN PUBLIC RIGHT OF WAY SHALL BE THERMOPLASTIC PER FDOT INDEX
ST. LUCIE COUNTY DEDICATION 711-001.
O.R.246, PG.1299
o O.R.1904, PG.2832 -. NORTHERLY R/W UNE CR 712 (MIDWAY RD) V -- - --
i AS PER LEGAL OESCRIP17ON
a.
oP.1 OF$cR 712 (MIDWAY ®AD)
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REVISIONS
REV
DATE
COMMENT
°mmay
exBSKBev
1
10/11/19
PER JURISDICTIONAL
COMMENTS
JT
CTW
2
10/21/19
PER FPUA COMMENTS
SKK
CTW
3
=1012020
FORCEMAIN TIE IN
REVISION
CL
AS
IMWI ANDAPPROVAL.
® KNOW WHATS BELOW
ALWAYS CALL 811
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Its fast It's free. It's the lw
www. ca l isunsh ine. com
ISSUED FOR
CONSTRUCTION
PROJECT No.: FLB180005
.DRAWN BY: DJE'
CHECKED BY: CAR
DATE: 0520/2019
SCALE: AS SHOWN
CAD I.D.: FL8180005-SSP-1
PROJECT:
POPEYES
FOR 1
VERTICAL
CONSTRUCTION
MANAGEMENT
4946 S 25TH ST
FORT PIERCE, FL 34981
ST LUCIE COUNTY
BOHLER
E N G I N E,E R I N.G
2255 GLADES ROAD SUITE305E
BOCA RATON, FLORIDA 33431
Phone: (561) 571-0280
Fax: (561)571-0281
FLORIDA BUSINESS CERT. OF AUTH. No. 30780
LANDSCAPE ARCHITECT BUSINESS LIC. No LC26000651
`%r;ONALD o
.STATE OFo
P,
uvoacrlrEcansrRucrf� AAA ACCESSIBILITY ,IF0.
°<OR1Q
1. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES ADJACENT TO THE HANDICAP PARKING 4l 111 I , p.1 1
y
f
°
SPACES SHALL HAVE A MAXIMUM OF /o SLOPE IN
2 ALL DIRECTIONS (THIS INCLUDES RUNNING SLOPE
m
_ -p°-° °v v° a ° .aa °v ° i
...
_-
'G>'.>a ---
AND CROSS SLOPE).
_-:
a
!e. CR. 712 (MIDWAY AD) SOUTHERLY R LINE CR 712 MIDWAY RD
-
2.
: AN ACCESSIBLE ROUTE FROM THE PUBLIC STREET OR SIDEWALK TO ALL BUILDING ENTRANCES MUST
BE PROVIDED. THIS ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 60" WIDE. THE RUNNING SLOPE OF
'
AS PER FDOTAS PER FOOT RW MAP SEC710N 94530-2510
R/W MAP - I
AN ACCESSIBLE ROUTE SHALL NOT EXCEED 5%AND THE
$
.
AND O.R..i777, PG. 55
CROSS SLOPE SHALL NOT EXCEED 2%.
m
SECTION 94Si0-2510
'.
Digitally signed by
3.
SLOPES EXCEEDING 5% BUT LESS THAN 8% WILL REQUIRE A RAMP AND MUST CONFORM TO THE
REQUIREMENTS
S. LINE OF NW QUARTER SEC - 04-36-40 -
AnCIreW SBVage
FOR RAMP DESIGN (HANDRAILS, CURBS, LANDINGS). NO RAMP SHALL EXCEED AN 8%
y
AS SHOWN ON RIOT R/W MAP SEC770N 94530-2510
- DN: C=US, O=BOHLER
RUNNING SLOPE OR 2% CROSS SLOPE.
g
-
AND S. LINE OF LOT 61 (P.B.OI, PG23f _
4.
IN THE CASE THAT ANEW SIDEWALK WILL BE CONSTRUCTED IN THE ROW OF A SITE THE RUNNING
ENGINEERING FL LLC,
SLOPE OF THE SIDEWALK SHALL NOT EXCEED 50/0AND THE CROSS SLOPE SHALL NOT EXCEED 2%.
T I
THIS STANDARD APPLIES TO CROSS WALKS IN THE DRIVEWAY AS WELL AND WILL REQUIRE SPECIAL
Z
OU=AO1427D000001
ATTENTION DURING: STAKING TO MAKE SURE THE 2% CROSS SLOPE IS MET IN THE CROSS WALK.
681909E7600000568
5.
IT WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE HANDICAP
5,cn=AndreWSavage
PARKING SPACES, ACCESSIBLE ROUTES, AND SIDEWALKS/CROSSWALKS ARE CONSTRUCTED TO
MEET ADA REQUIREMENTS.
.
m
- -
Date: 2020.05.08
6.
ANY REQUIREMENTS LISTED ABOVE THAT CAN NOT BE MET SHALL BE BROUGHT TO THE ENGINEER'S
. y
, ,
10:19.40 -04 00
ATTENTION IMMEDIATELY. ANYTHING NOT BUILT TO THE ABOVE STANDARDS WILL REQUIRE REMOVAL
AND REPLACEMENT OF THE NON COMPLIANT AREAS AT THE GENERAL CONTRACTOR'S COST.
o
SHEET TITLE:
SITE ELAN
SHEET NUMBER:
e
301
REVISION 3 - 03/10/2020
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ABBREVIATIONS
AC
AIR CONDITIONING
STL
STEEL
AFF
ABOVE FINISH FLOOR
STOR
STORAGE
AHU
AIR HANDLING UNIT
SUSP
SUSPENDED
AL
ALUMINUM
T
TREAD
ASPH
ASPHALT
TELE '
TELEPHONE
AT
ALUMINUM THRESHOLD
TED -
TOILET PAPER DISPENSER
BD
BOARD
TYP
TYPICAL
BLKT
BLANKET
UNO
UNLESS .NOTED OTHERWISE
CJ
CONTROL JOINT
VOL
VINYL COMPOSITION TILE
CLG
CEILING
VERT
VERTICAL
CMU
CONCRETE MASONRY UNIT
VT
VINYL THRESHOLD
COL
COLUMN
WC
WATER CLOSET
CONC
CONCRETE
WD
WOOD
COLT
CONTINUOUS
WP
WATERPROOF
CPT
CARPET
WWF
WELDED WIRE FABRIC
CT
CERAMIC TILE
W/
WITH
C/L
CENTER LINE
DEL
DOUBLE
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIM
DIMENSION
-
DN
DOWN
DS
DOWN SPOUT
EA
EACH
EJ
EXPANSION JOINT
ELEC
ELECTRICAL
ELEV / EL
ELEVATION
EQ
EQUAL
EXIST
EXISTING
ED
FLOOR DRAIN
FE
FIRE EXTINGUISHER
FF
FINISH FLOOR
FR
FIRE RATED
GALV
GALVANIZED
GYPBD
GYPSUM BOARD
HC
HANDICAPPED
U
IS LAI 1111, No Ar I., c1m
-EL
4946 S 25TH ST
REV #
ISSUE DATE
DESCRIPTION
AFFECTED SHEETS
REMARKS
BY
1
03/28/19
COMMENT RESPONSE
AT, M2; P1,3
COMMENT RESPONSE
GM
2
06/26/19
KITCHEN REVISION
A13,14, K1, K2a; P11 E2
KITCHEN EQUIPMENT REVISIONS
GM
3
01/02/20
OWNER REVISION
SDI,S1,3AI,2,3,4,5,6,10,12,1,3,14,15,16,17
MC,1 2; P1,3,4; E2,3
OWNER REVISION
GM
4
02/21/20
CIVIL COORDINATION
S3, A4 A5
DOWNSPOUT, ADJUSTMENT, INSPECTOR COMMENT
GM
5
04/29/20
EDGE PROTECTION
A4
EDGE PROTECTION' DETAIL, INSPECTOR COMMENT
GM
6
05/05/20
VENDOR COORDINATION
CS, E4 E5
COORD W/POS VENDOR
GM
7
05/15/20
COMMENT RESPONSE
A4
COMMENT RESPONSE
GM
8
06/04/20
INSPECTOR COMMENT
SDI
INSPECTOR COMMENT, DUMPSTER GATES
GM
9
-
-
10
-
-
-
-
11
-
-
-
-
12-
13
-
-
-
14
-
-
-
-
'1'
16
-
-
-
-
-
17-
-
_
HDW
HARDWARE
HM
HOLLOW METAL
HVAC
HEATING, AIR CONDITIONING, & VENT
INFO
INFORMATIONINS
1
LAC
LAC
INSULATION
LAY -IN ACOUSTICAL CEILING
I
SYMBOLS / LEGEND
MAS
MASONRY
.
MAX
MAXIMUM
MECH
MECHANICAL
-
MFGR / MFRMANUFACTURER
MIN
MINIMUM
NOTE NUMBER
ROOM NAME
MO
MASONRY OPENING
ELEVATION NUMBER
MR
MIRROR/MOISTURE RESISTANT
A6 SHEET NUMBER
�—ROOM NUMBER
MT
MARBLE THRESHOLD
MTL
METAL
WINDOW NO
BER
NA
NOT APPLICABLE
EQUIPMENT NUMBER
NIC
NOT IN CONTRACT'
NOM
NTS
OC
NOMINAL
NOT TO SCALE
ON CENTER
—
�OR
DETAIL, SECTION
PLAN NUMBER
DOOR NUMBER
116'-0 "
ELEV. DATUM POINT
TRUSS BR
OPP
OPPOSITE
PLYWD
PREFAB
PLYWOOD
PREFABRICATED
-
REVISION NUMBER
PSF
POUNDS PER SQUARE FOOT
PT
PAINT / PRESSURE TREATED
WALL SECTION NUMBER,
NEW COLUMN EXISTING COLUMN
OT
QUARRY TILE
BUILDING SECTION LETTER
GRID NUMBER GRID NUMBER
R
RISER/RADIUS
SHEET NUMBER
-
�'
INTERIOR FINISH'
NUMBER OR LETTE OR LETTER
REBAR
REINFORCING. BAR
I
REF.
REFERENCE
-
REINF
REO'D
RO.
REINFORCE
REQUIRED.
ROUGH OPENING0
- DETAIL NUMBER
EXTERIOR FINISH'
_
NUMBER
SB
SPLASH BLOCK
_
SHEET NUMBER
SHLVS
' SHELVES
SIM
SIMILAR
SPEC
SPECIFICATION
SS
STAINLESS STEEL
OWNER & CONSULTANTS
7/2 4 2 1
CODE / PROJECT DATA
OWNER
STRUCTURAL ENGINEER
SANITARY
SEWER, DOMISTIC
WATER
BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITION
VERDAD REAL ESTATE, INC
LIS ENGINEERING
NAME:
CITY OF FORT PIERCE
UTILITIES AUTHORITY
2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION
1211 SOUTH WHITE CHAPEL BLVD
2572 WEST STATE ROAD 426
ADDRESS:
206 S 6TH ST., FORT
PIERCE, FL 34950
SOUTHLAKE TX 76092
SUITE 2064
CONTACT:
EILEEN M. SNOBERGER
2012 NFPA 101
CONTACT JOE MANN SR.
OVIEDO, FL 32765
PHONE:
772-466-1600 X3283
ELECTRICAL: NATIONAL ELECTRICAL CODE, 2011 EDITION
PHONE. 985-705-3305
CONTACT: ROBERT CASE
FAX:
772-467-3115
ARCHITECT
PHONE:321-244-0402
EMAIL:
KEYMAIL@FPUA.COM
PLUMBING: 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION
LIS ARCHITECTURE
ELECTRICAL ENGINEER
FIRE PROTECTION WATER
MECHANICAL: 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION
2572 WEST STATE ROAD 426
SUITE
MECHANICAL ENGINEER
NAME:
ST. LUCIE COUNTY FIRE DISTRICT
GAS: 2017 FLORIDA BUILDING CODE,FUEL GAS CODE, 6TH EDITION
OVIEDO, FLFL 32765
PLUMBING ENGINEER
ADDRESS:
5160 NW MINER DR, PORT ST LUCIE, FL 34983
ENERGY: 2017 FLORIDA BUILDING CODE,ENERGY CONSERVATION, 6TH EDITION
,
CONTACT: GEORGE MELLA
PHONE: 321-244-0402
LIS ENGINEERING
2572 WEST STATE ROAD 426
CONTACT:
PHONE
LISA HANNOLD
772-621-3352
ACCESSIBILITY: 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION
CIVIL ENGINEER
SUITE 2064
EMAIL
LHANNOLD@SLCFD.ORG
OCCUPANCY CLASSIFICATION: ASSEMBLY A-2 (RESTAURANT)
OVIEDO,FIE. 32765
ELECTRIC
BUILDING OCCUPATION LOAD: 54 (BASIS: SEATING, EMPLOYEES
BOHLER ENGINEERING
CONTACT: CLARK STILWELL
CONSTRUCTION CLASSIFICATION: TYPE V-B - UNPROTECTED, UNSPRINKLERED
2255 GLADES ROAD
PHONE: 321-244-0402
NAME:
FLORIDA POWER & LIGHT
BOCA RATON, FL 33431
ADDRESS:
1401 SE MONTEREY RD, STUART, FL 34994
B U I L_ D � N G AREA CALCULATIONS
CONTACT CHRISTOPHER ROGERS, P.E.
CONTACT:
ARMLIGHT MARJAN
KITCHEN (NET): 984 S.F.
PHONE 561-571-2080
PHONE:
772-337-7025
WALK-IN (NET): 157 S,F.
EMAIL:
ARMLIGHT.MARJAN@FPL.COM
DINING/RESTROOM (NET): 1,006 S.F.
GOVERNMENTAL
AGENCIES
TELEPHONE
TOTAL (NET): 2,147S.F.
BUILDING, SIGNAGE DEPARTMENT
NAME
ADDRESS:
AT&T
11760 U.S. HWY 1 N, PALM BEACH GARDENS, FL 33408
TOTAL BUILDING AREA: 2,265 S.F.
BUILDING HEIGHT 40'-011ALLOWABLE
NAME: ST. LUCIE COUNTY
CONTACT:
DINO FARRUGGIO
19'-8" PROVIDED
PLANNING AND DEVELOPMENT DEPARTMENT -
PHONE:
EMAIL
561-998-0240
DF1979@ATT.COM
STRUCTURAL_:
PERMITTING/ZONING
ADDRESS: 2300 VIRGINIA AVENUE,
FT. PIERCE, FL34982
STORM SEWER
TOP CHORD (ROOF) BOTTOM CHORD (CLG)
CONTACT: MONICA GRAZIANI - MANAGER BUILDING & CODE
NAME:
SOUTH FLORIDA W ATER MANAGEMENT DISTRICT
DEAD LOAD: 10 psf DEAD LOAD: 10 psf
REGULATIONS
PHONE
(SFWMD)
LIVE LOAD: 20 psf TOTAL DESIGN LOAD: 40 psf
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ADDRESS: 3301 GUN CLUB RD, WEST PALM BEACH, FL 33406
ADDT. EQUIP. LOAD:
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CONTACT: JAYNE BERGSTROM
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FLORIDA DEPARTMENT OF BUSINESS AND
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PROFESSIONAL REGULATION
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KITCHEN
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ADDRESS:
2601 BLAIR STONE ROAD
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DOOR #3 @ 3-0 = 36"
TALLAHASSEE, FL 32399
ELECTRICAL:
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CONTACT:
CALL TO SWITCHBOARD - REVIEWER WILL BE
POWER: 208V / 3 PHASE /4W / 800 AMPS. TOTAL CONNECTION LOAD:
FIXTURES
O
ASSIGNED WHEN PLANS ARE SUBMITTED
345.16 KVA TOTAL DEMAND LOAD: 247.74 KVA
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FO
PHONE
850-487-1395
1
REQUIRED (PER OCCUPANTS) PROVIDED
FAX
850-921-8267
NOTE: SEE SHEET E3 FOR BREAKDOWN OF THE ELECTRICAL
MEN WOMEN
MEN WOMEN
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EMAIL
DHR.PLANREVIEW@MYFLORIDALICENSE.COM
SERVICE CONNECTED LOAD
WC 1/75 1/75
WC 1 1
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STATE D.O.T.
TELEPHONE:
LAV 1/2001/200
LAV 1 1
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SEATING/TABLE
CALCULATIONS
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REVIEW
ST. LUCIE COUNTY ROAD DEPARTMENT
2" CONDUIT 25 PAIR WIRE (OWNER REQUIREMENT)
ADDRESS'
3071 OLEANDER AVE, FT PIERCE, FL 34982
"H" COUNTER: 14
CONTACT:
LINDABUCHANAN
WATER:
BOOTH SEATING: 18
L
PHONE
772-462-1707
WATER SERVICE: 1 l/2 DIAM.
WALL BENCH: 7
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EMAIL.
BUCHANAN@STLUCIECO.ORG
FIXTURE UNIT COUNT: 38 FU
TABLES/CHAIRS: 8
_
TOTAL SEATING: 47
FIRE / EMERGENCY VEHICLE REQUIREMENTS
WATER SERVICE: 2,000GALLONS/DAv
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REVIEW
ST LUCIE COUNTY FIRE DISTRICT
IRRIGATION:
VENDOR LIST
N
ADDRESS:
5160 NW MINER DR, PORT ST LUCIE, FL 34983
LANDSCAPING: (VERIFY WITH OWNER IF USED) SIZE PER ZONE - REFER
Lu
CONTACT:
KELLY MACHADO
TO PLAN FOR DESIGN.
EQUIPMENT
SEATING
PHONE:
772-621-3400
WASSERSTROM
SEATING CONCEPTS
ul
FAX:
772-621-3604
SEWER:
ALICIA O'NEAL
KERRY STUDER
EMAIL
KMACHADO@SLCFD ORG
614-737 8570
WASTE SERVICE: 4" DIAM.
I
815-730-7980 X2223
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FIXTURE UNIT COUNT: 80 FU
SIGNAGE
SITE LIGHTING
a
1,600 GALLONS/DAY
CAPITAL SIGNS AND AWNINGS
SECURITY LIGHTING
F
GENERAL NOTE:
JUDY CHENEVERT
WHITNEY ILG
318-346-9898
800-544-4848 X131
VERIFY ALL SERVICE REQS. W/ THE LOCAL UTILITY CITY AGENCIES,
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SHEET
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DESCRIPTION
SHT. NC.
DESCRIPTION
SHT. NO.
DESCRIPTION
CS
COVER SHEET
EQUIPMENT DRAWINGS
RM
RESPONSIBILITY MATRIX
K1
EQUIPMENT AND SEATING PLAN
LS1
LIFE II`SAFETY PLAN
K2a
EQUIPMENT SCHEDULE (1 of 2)
K2b
EQUIPMENT SCHEDULE (2 of 2)
K3
EQUIPMENT DETAILS
SITE DRAWINGS
SDI
SITE DETAILS
MECHANICAL DRAWINGS
MO
MECHANICAL DATA SHEET & SPECIFICATIONS
M1
HVAC FLOOR PLAN NOTES & SCHEDULES
STRUCTURAL DRAWINGS
M2
HVAC ROOF PLAN & DETAILS
SO
STRUCTURAL DATA & SPECIFICATIONS
M3.0
HOOD - TYPE 1 (FRYER HOOD DETAILS)
S1
FOUNDATION PLAN
M3.1
FAN & GREASE DUCT FIRE PROTECTION DETAILS
S1.1
FRAMING PLAN
M3.2
TYPE-2 HOOD (BATTER FLOUR STATION)
S2
ROOF FRAMING PLAN
M3.3
TYPE-1 HOOD (FIRE SUPPRESSION SYSTEM)
S3
STRUCTURAL DETAILS
M3.4
PANEL - HVAC INTERLOCK AS PER NFPA-96
S4
SHEAR WALL PLAN & DETAILS
M3.5
HOOD ENCLOSURE DETAILS
PLUMBING DRAWINGS
ARCHITECTURAL DRAWINGS
PO
PLUMBING DATA SHEET AND SPECIFICATIONS
Al
FLOOR PLAN
P1
PLUMBING WASTE AND VENT PLAN
A2
FLOOR FINISH PLAN & INTERIOR FINISH SCHEDULE
P2
PLUMBING WATER
A3
REFLECTED CEILING PLAN
P3
RISER DIAGRAMS
A4
ROOF PLAN & DETAILS
P4
PLUMBING DETAILS
AS
FRONT & REAR EXTERIOR ELELVATIONS
AS
LEFT '& RIGHT EXTERIOR ELEVATIONS
ELECTRICAL DRAWINGS
A7
BUILDING SECTION
DO
ELECTRICAL DATA SHEET AND SPEC(
(CATIONS
A8
EXTERIOR WALL SECTIONS
El
LIGHTING PLAN
A9
EXTERIOR WALL SECTIONS
E2
POWER PLAN
A10
EXTERIOR DETAILS
E3
ELECTRICAL PANEL SCHEDULES & RISER
DIAGRAM
All
EXTERIOR DETAILS AND INTERIOR ELEVATIONS
E4
P.O.S. WIRING DIAGRAMS
Al2
INTERIOR ELEVATIONS
6 NE�I/ �j� {E�T
Al2a
DIGITAL MENUBOARD ELEVATIONS
A13
KITCHEN ELEVATIONS
7E�5_SECURITYPLAN
A14
COOLER & COUNTER SECTIONS & DETAILS
SITE DRAWINGS
A15
ENLARGED RESTROOM PLAN & ELEVATIONS
SITE LIGHTING PLAN
A16
OFFICE & MOP SINK ELEVATIONS AND DETAILS
SL2
SITE ELECTRICAL PLAN
A17
DOOR & WINDOW SCHEDULES, ELEV, & DETAILS
A18
H-COUNTER PLACEMENT & DETAILS
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COMMENT RESPONSE
05/15/20
8
INSPECTOR COMMENT
06/04/20
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OWNER REVISION
01/02/20
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CIVIL COORDINATION
02/21/20
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EDGE PROTECTION
04/29/20
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PROJECT NO.
2018-002
ISSUE DATE
12/21/18
DRAWN CHECKED
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NOTES:
1. SUBGRADE BELOW SIDEWALK SHALL BE COMPACTED TO 98% OF MAX. FT
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2 HANDICAP RAMP TO BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST 6 Lu
ADA GUIDELINES W Z F W
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CONDITIONS WHEN APPROVED BY THE ENGINEER. A - TOP RAIL 1 518" 3" SCH 40 GSP = a p b .4-,EL .0-,4 C) Z W FW- W > LU
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DETECTABLE WARNING (SEE DETAIL) CONCRETE PAD TO BE CONCRETE PAD TO BE TENSION
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1.6" MIN ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, - DROP BAR WITH Q AT GATE OPENING
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EDGE OF - I I THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION ~ BRACE O Z x
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GATE GATE POST
REVISIONS
REV
DATE
COMMENT
DRAWN BY
1
10/11/19
PER JURISDICTIONAL
COMMENTS
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2
10/21/19
PER FPUA COMMENTS
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0 O 0 O MINIMUM
BASE DIAMETER.
A MAXIMUM OF 65% OF w U O O
TRUNCATED DOME NOTES: ° J
BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM
BETWEEN DOMES. 1. AN CHAIN LINK FENCE, AT LEAST 6' HIGH SHALL BE PROVIDED. W
PLAN VIEW XW
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2. COATED STEEL WOVEN WIRE FABRIC SHALL BE STRETCHED TAUT WITH STRETCHER BARS AND �o ALWAYS CALL 8KNOW WHAT'S BELOW
WIDN STRAPS. FASTENED TOP & BOTTOM AT LINE POSTS WITH GALVANIZED PIG RING TIES. o w
s/D ® BEFORE YOU DIG
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3 FT OTHER LOCATIONS - _ CHAIN LINK FENCE DETAIL DUMPSTER ENCLOSURE DETAIL - ISSUED FOR
NOT TO SCALE NOT TO SCALE CONSTRUCTION
GRADE '.. GRADE
PROJECT No.: FLB180005
DRAWN BY: DJE
2.0" FOOT TYPE S-III ASPHALT WEARING CHECKED BY: CAR
1.5" FDOT TYPE S-Ilf ASPHALT WEARING
PROVIDE SL SAFE TRENCH SURFACE IN (2) 1" LIFTS DATE: 05/202019
- SLOPE PER E TA SURFACE IN (2) a' iIFTS,'
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT REQUIREMENTS - SCALE: 00 SHOWN
EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 T MAX. LAYERS CAD I.D.: FLB180005-SDP-1
INCHES (610 mm) FROM THE BACK OF CURB WITHIN FOOT. ROWS AND 30 INCHES (610 SEE NOTE METHoo ATO
PPROVED
mm).FROM THE BACK OF CURB AT ALL OTHER LOCATIONS. F ACHIEVE 96% ONCRETE PAVEMENT SECTION PROJECT:
'COMPACTION 8" LIMEROCK BASE COMPACTED " LIMEROCK BASE COMPACTED
MAINTAIN TRENCH TO 98% DENSITY PER A.A.S.H.T.O. TO 98% DENSITY PER A.A.S.H.T.O.
CURB RAMP DETECTABLE WARNING NNOTH ,• OF PIPE
. T-1ao LBRloo T-180 LBRloo POPE
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' (APPLIED AT q RATE.
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(PER FDOT INDEX #304) TO ACHIEVE 9896
IN COMPACTION
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ANDBEPLACEDTOSPRINGLINEOFPIPE.
3. BACKFILL MATERIAL SHALL BE FREE OF MUCK STUMPS, ROOTS, ROCKS OR OTHER MATERIAL
UNACCEPTABLE TO ENGINEER. 4946 S 25TH ST
4. SHEETING WILL BE REQUIRED AS DETERMINED W THE FIELD. FOR ACCESS APRON ON MIDWAY ROAD - _ FORT PIERCE, FL 34981
5. REFER TO SPECIFICATIONS FOR EXCAVATION IN MUCK OR OTHER UNSUITABLE MATERIAL.. - ST LUCIE COUNTY
6, COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180.
7. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL WITHIN 12' OF TOP OF PIPE).
8. THOROUGHLY WORK IN AND TAMP THE BEDDING MATERIAL IN THE HAUNCHING ZONE BEFORE
PLACING AND COMPACTING REND NDER OF BACKFIU_
TRENCH DETAIL B O H L E R
NOT TOSCALE HEAVY DUTY ASPHALT PAVEMENT SECTION STANDARD DUTY ASPHALT PAVEMENT SECTION CONCRETE -TO -ASPHALT DETAIL E N G I N E E'',R I N G
NOT TO SCALE NOT TO SCALE NOT TO SCALE
2256 GLADES ROAD, SUITE 306E
BOCA RATON, FLORIDA 33431
I�2"R ASPHALTIC CONCRETE: SURFACE o z 2' MIN. CLEAR ZONE Phone: (561) 571-0280
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II II I I�IIF11
Savage
aI�II IIL�I�I�i Date:2020.05.08 S °°
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12" COMPACTED SUBGRADE " CLASS A CONCRETE - - -
30 MIN. LBR, COMPACTED TO 95% COMPACTED SUBGRADE (PER (3000 P.S.I. @ 28 DAYS) SHEET TITLE:
.PER A.A.S.H.T.O. T-80 GEOTECHNICAL REPORT) "THICK, COMPACTED
STONE BASE (TYPE 2a)
NOTE: CONSTRUCTION
FOR DRIVE-THRU AND DUMPSTER APRON AREAS NOTE: - "ETAILS
1®I
CONCRETE PAVING SHALL BE TINTED AND SEALED. SOLOMONS COLOR, SGS 1. EXPANSION JOINTS 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED
INTEGRAL COLOR #920 BLACK ONYX 1 SHALL BE USED USED AT A RATE OF 25 LB BAG AT 3V INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL
PER YARD OF CONCRETE. THE CONCRETE SEALER SHALL BE WR MEADOWS SEALER TO SIDEWALK WIDTH. REVIEWED FOR
CODE
SHEET NUMBER:
CS-309-30..1 POUND OF CONCRETE SHALL BE MIXED WITH EVERY 5 GALLONS OF
SEALER. CODE COMPLIANCE C e 9 ®2
ST. LUCIE COUNTY
HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK DETAIL BOCC
NOT TO SCALE NOT TO SCALE ����REVISION.3 - 03/10/2020
STOKES MARINE DUMPSTER ENCLOSURE
FOOTINGS, WALLS, & BOND BEAMS
1.
Concrete masonry units shall be hollow or solid unit masonry in accordance with ASTM C
90 or C 145 and shall have minimum net area compressive strength of 1900 psi.
2.
Mortar shall be either Type M or S in accordance with ASTM C 270.
3.
Grout shall have a maximum coarse aggregate size of 3/8 inch placed at a 8 to 11 inch
slump and have minimum specified compressive strength of 2000 psi at 28 days when
tested in accordance with ASTM C 1019, or shall be in accordance with ASTM C 476.
4.
Concrete shall have a minimum specified compressive strength of 2500 psi at 28 days.
5.
Reinforcing steel shall be minimum Grade 40 and identified in accordance with ASTM A
615, A 616, A 617, or A 706.
6.
Joint reinforcement, anchors, ties, and wire fabric shall conform to the following standards:
ASTM A 82 for joint reinforcement and wire anchors and ties.
=
ASTM A 36 for plate, headed and bent bar anchors.
ASTM A 366 for sheet metal anchors and ties.
7.
Metal accessories for use in exterior wall construction and not directly exposed to the
weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal
accessories for use in interior wall construction shall be mill galvanized in accordance with
ASTM A 641, Class 1.
8.
All mortar joints for hollow unit masonry shall extend the full width of face shells.
9.
Mortar joints for solid masonry shall be full head and bed joints. Bed joints shall be 3/8
inch (n 1/8 inch) thick. Head joints shall be 3/8 inch (+ 3/8 inch or - 1/4 inch) thick.
10.
The bed joint of the starting course placed over footings shall be permitted to vary in
thickness from a minimum of 1/4 inch to a maximum of 3/4 inch.
11.
Masonry walls shall be running bond or stack bond construction.
12.
When masonry units are laid in stack bond 9-gage (minimum) horizontal joint
reinforcement, in addition to required vertical reinforcement, shall be placed in bed joints
at not more than 16 inches on center.
13.
Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with
minimum cover of 5/8 inch when exposed to earth or weather and 1/2 inch when not
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exposed to earth or weather.
14.
Reinforcing steel shall be No. 5 bars.
15.
Splices shall be lap splices.
16.
Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart
than 5 inches.
17.
Splice lengths shall be minimum of 25 inches.
18.
Reinforcement may be bent in the shop or in the field provided:
All reinforcement shall be bent cold, and
The diameter of the bend, measured on the inside of the bar, is not less than six bar
diameters, and
Reinforcement partially embedded in concrete shall not be field bent, except where
bending is necessary to align dowel bars with a vertical cell, bars partially embedded in
concrete shall be permitted to be bent at slope of not more than 1 inch of horizontal
displacement to 6 inches of vertical bar length.
19.
For foundations minimum concrete cover over reinforcing bars shall be 3 inches.
20.
Footings for stemwall foundations shall be a minimum of 10" thick by 16" wide, with two
+'
(2) #5 reinforcing bars.
21,
Footing for monolithic slab on grade foundations shall be a minimum of 16" thick by 16"
wide, with two (2) #5 reinforcing bars.
22.
In narrow footing where insufficient width is available to accommodate a standard 90
1
degree hook and provide the required concrete cover, the hook shall be rotated in the
horizontal direction until the required concrete cover is achieved.
23.
For cast -in -place bond beams the minimum concrete cover for reinforcing shall be 1 1/2
°
inches.
24.
Reinforcement bars embedded in grouted masonry cells shall have a minimum clear
distance of 1/2 inch between reinforcing bars and any face of a cell.
25.
Reinforcing bars used in masonry walls shall have a masonry cover (including grout) or not
less than 2 inches.
26.
Cleanout openings shall be provided for cells containing spliced reinforcement when the
grout pour exceeds 5 feet in height.
27.
Where Cleanout openings are required, an opening shall be provided- in the bottom course
of the masonry cell to be filled.
28.
Cleanout openings shall have minimum area of 12 square inches and a minimum opening
dimension of 3 inches.
29.
Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be
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removed for grout pours over 5 ft.
30.
Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any
material deleterious to masonry grout.
31.
A soil or waste pipe of a building drain passing under a footing or through a foundation
wall shall be provided with a relieving arch, or there shall be built into the masonry wall an
iron pipe sleeve two pipe sizes greater than the Pipe passing through.
32.
footings,
The to and bottom of all footings shall be level. The bottom of all footings, except
P 9 all,
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.monolithic slab -on -grade interior footings, shall be a minimum of 12 below finished
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ground Fine.
33.
The outer bar of foundation steel shall be continuous around corners using corner bars or
by bending the bar in accordance with notes herein, in both cases, the minimum bar lap
shall be 25 inches.
34.
Foundation stemwalls shall be 10 inches thick, and shall have same vertical reinforcing as the
wall above.
35.
Footing dowels bars shall be provided for all required vertical wall reinforcement in the
following location:
At all corners,
At each side of each opening,
At all other required vertical wall reinforcement
i
At all hip girder bearing points.
36.
Footing dowel bars at each location shall be same size and quantity as the vertical wall
reinforcement above.
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37.
„
All footing dowel bars shall have a standard 90 degree hook and shall be embedded 10
footings.
38.
Concrete slab -on -grade shall be cast in place and shall be 4 inches thick minimum. Concrete
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shall have a minimum specified compressive strength of not less than 3000 psi at 28 days.
39.
The minimum thickness of exterior masonry walls shall be 8 inches.
40.
A reinforced bond beam shall be provided at the top of each exterior wall.
41.
Bond beams shall be 8"x8" "U"-block with (2) #5 rebar continuous.
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42.
Bond beam reinforcement shall be four No. 5 bars except where noted.
43.
Reinforcement shall be located in the top and bottom of 16 inch bond beams.
44.
Reinforcement shall be continuous around corners. See standard details.
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45.
Where more than one bar is required, only one of the bars must be continuous around
corners.
46.
For vertical reinforcement one No. 5 bar in a grouted cell shall be provided in each corner,
including interior corners and corners created by changes in wall direction by offsetting of
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walls such as at projected bays and inset porches.
47.
For vertical reinforcement one No. 5 bar shall be provided on each side of openings.
48.
In addition to vertical reinforcement required at corners, at openings, and at hip girder
I;.
bearing points, vertical reinforcement consisting of one No. 5 bar shall be provided every
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8 feet on center maximum.
49.
All vertical wall reinforcement shall be terminated in the bond beam at the top level with a
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standard hook. The hook may be formed by bending the vertical wall reinforcement in
accordance with notes herein or by lap splicing to a standard hook. The hook shall extend
to the upper most horizontal reinforcement of the bond beam and shall be embedded a
minimum of 6 inches into the bond beam,. see standard details.
50.
All concrete is to mixed, transported, and placed in accordance with the latest ACI
Specifications and Recomendations.
51.
Foundations have been designed for an allowable soil bearing pressure of 2500 PSF, and the
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existing soil being a granular materialshould poor soil conditions be found it is the
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to commencing.
contractors res onsiblit to notify the engineer riot g
P Y Y 9 P
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52.
footing slabs
Provide granular fill clay materials are unacceptable. Existing soil under otin and lab
9 � Y9 9
shall be compacted to 95% of AASHTO T-99.
53.
Fill shall be placed and compacted in one foot lifts.
54.
A concrete slab -on -grade used in conjunction with @%terior stemwall foundations shall have
6x6 No. 10 welded wire fabric at mid -height or synthetic fiber reinforcement in the slab and
the slab shall be keyed into or tied to the foundation.
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55. 4 double layer of welded wire fabric shall be provided around the perimeter of the concrete
slab a distance of 3 ft. from the edge.
56. Nelded wire fabric shall confirm to ASTM A-185 and free of oil and rust. It shall be installed
in lengths as long as possible and lapped a minimum of six inches.
GENERAL
1. Tfls building/structure has been designed in accordance with the SIXTH EDITION, (2017) of the
F orida Building Codes, and Section 1609 for design pressures generated by a three second gust
design wind velocity of 160 mph, (124 mph fastest mile wind velocity). Structural calculations;
including gravity loads, as necessary to confirm compliance with the SIXTH EDITION, (2017) of the
F orida Building Code, have been performed.
2. The owner, his agent, or general contractor is responsible for field supervision, construction
administration, review and approval of all shop drawings, verification on -site of all dimensions
a d elevations, and strict compliance with these construction documents as approved by Lee
ounty, and designed and reviewed by Land Investment Services, Inc.
3. T ese plans are not intended to be mastered. The repetitive use of these plans for permitting is
4. Contractor shall notify the owner in writing prior to construction of any discrepancy between
plans and on -site dimensions and elevations.
�1 � 6• DIA. SM. PIPE FILL W/
6 DIA PAINTED STEEL PIPE 8" DIA. PIPE, V LONG FILLED W/ CONC. TO APPROX. WT.
POST' TVP FOR 3 3 CONCRETE. TOP OF PIPE; 4' CROWN CONC. OF 150 LBS.
SDl ABOVE SLAB, REDID FOOTING: o PAINT, LRAFRC YELLOW
Z-O" DIA. X 4' 0" DEEP. ITYP) < RN. GRADE OR TOP OF
PAVEMENT.
I m '
! I CANE BOLT INSERT.,
(OPEN POSITION) .4'-6"
r 16" 4'0•• 4 '� CONC. FOOLING
l 6"THICKP.C:C.
t SLAB W/6"X 6" - .
�GRAVELBASE
C.J. ® 10.-0' O.C. 1 6
a VIDE 1"DIA.-6"LONG PER FTOPE v
CONCPIPE EMBEDDED BOLLARD DETAIL
GONG FOR CANEBOLT (TYP..
OF 4)
SCALE: N.T.S.
�' OPTIONAL FLOOR '
8 PRE-FINISHEDGATES DRA NAS ERQD. BY
ATTACHED TO STEEL
LOCAL CODE.
FRAME (BY VENDOR)
I BONDBEAM
1
i ;CANE BOLT INSER � COURSE W/
'. VERIFY W/DOOR `` {„�
: I ERIF PORINSERT !
LOCATION F=--= -_--_ 2
46- 9 � 12" X 18
CO CRETE FOOTING
ED ES
GC TO FIELD LOCATE BOLLARD
TO ENSURE GATE CAN OPEN
90- MINIMUM TYP BOTH SIDES PROVIDE BLACK
PAINTED CONCRETE
AT THIS AREA
SDUMPSTER ENCLOSURE
O1/4"=1' 0"
-' PAINTED STEEL POST CAPS
(TVP) - PAINT COLOR EP-4
COLLAR HINGES WELDED TO
GATE FRAME (TAP & ADD 1 • 8'-0• Y 6'-0•
GREASE FITTINGS AT EA.
HINGE -GREASE HINGES
HINTING)
EL TUBE
GATE FRAME - PAIN COLOR
EP-4
AFTERPAINTING)
2✓y"X 2/z' PANTED ST
6" DIA. PAINTED STEEL PIPE
POST EACH SIDE - PAINT EP-4
1Y"x 1Y," PAINTED STEEL
BRACE - PAINT COLOR EP-4
LOCKING SUPPORT COLLAR
FOR HINGE -PAINT COLOR EP-4 GATE PL
5'-4"
1 1 DROP ROD I
PRE -FINISH D GATES I i NOTE: I I.
ATTACHED O STEEL I I 1) PAINT GATE FRAMES,
FRAME (BY ENDOR) I I HARDWARE & PIPES W/
PAINT EP-4 u
2) ALL BRACES ARE ON THE
INSIDE OF THE GATES.
2 DUMPSTER GATE/ENCLOSURE
SD 1 1 /4"=V-0" -
10'-8"
6' 4"
A
"U" BLOCK BOND
BEAM
W/
(2) #5 CONT.
STD. HOOK
6"
MIN. EMBEDMENT
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VERT. REIN. IN
GROUTED CELL
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CLEANOUT REQ'D
FOR GROUT LINE
>5 FT. UNLESS
NOT REQ'D.
FOOTING
REINFORCING `STD• HOOK
ONE STORY MAGONRY WALL
W/ "U" BLOCK BOND BEAM
SCALE N:T.&
.. P.#. .Av.:, xi!.Uiu .5 4-... r:die •m„ mukz.N.vii.. ..v:.....'i m1A e-n1V .. _4_.1 :5'f:. rit✓t. .r, ._ed.�+ ..' t .... a...d
q (1) #5 CONT., GROUT
Q i VERTICAL
REBA(#5
VERTICAL REBAR
32" O.C.
PORIZ. REINF.
4 1 8" THICK
a �
8" THICK POUR -IN
8" SPLIT I PLACE SLAB W/ Wx8" -
FACED I 10110 W.W.M. ON 6"
BLOCK AGG. BASE
PAINTED AS
PER FINISH SLOPE 1/4"
SCHED ' I PER FT
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C L i
#5 BARS CON]
TOP &BOTTOM 1'-4•.
DUMPSTER WALL
3 SECTION
SD1 3/8"=V-0"
DESIGN PARAMETERS:
APPLICABLE CODES:
WIND SPEED:
X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) RESIDENTIAL
X❑ 159 MPH=ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)
X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) MECHANICAL
[K] 124 MPH=NOMINAL DESIGN WIND SPEED (FASTEST MILE)
x❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) PLUMBING
SURFACE ROUGHNESS CATAGORY:
XJ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) ENERGY CONSERVATION
X❑ B ❑ C ❑ D
X❑ FLORIDA BUILDING CODE, SIXTH EDITION, (2017) ACCESSIBILTY
x❑ 2017 FLORIDA FIRE PREVENTION CODE, SIXTH EDITION
EXPOSURE CATAGORY:
EKI B ❑ C [-]D
X❑ 2011 NATIONAL ELECTRICAL CODE
X❑ NATIONAL FIRE PROTECTION CODE, NFPA 101 (LIFE SAFETY)
WINDBORNE DEBRIS REGION:
❑ NO
❑ NATIONAL FIRE PROTECTION', CODE, NFPA 13 (FIRE SPRINKLERS)
X❑ YES
❑ NATIONAL FIRE PROTECTION CODE, NFPA 72
[K] NOT APPLICABLE
BUILDING OCCUPANCY CLASSIFICATIO
❑ IMPACT RESISTANT COVERING
[:]GROUP A - ASSEMBLY [:]GROUP H - HAZARDOUS
❑ COMBINATION OF IMPACT RESISTANT
X❑ GROUP B - BUSINESS ❑ GROUP I - INSTITUTIONAL
GLAZING & COVERING
❑ GROUP D - DAY CARE CEN R []GROUP M - MERCANTILE
INTERNAL PRESSURE COEFFICIENTS:
❑ GROUP E - EDUCATIONAL ❑'GROUP R RESIDENTIAL
X❑ 0.00 (OPEN)
❑ GROUP F - FACTORY INDUSTRIAL [:]GROUP S - STORAGE
❑ +0.18, -0.18 (ENCLOSED)
BUILDING CONSTRUCTION TYPE:
❑+0.55, -0.55, (PARTIALLY ENCLOSED)
[-]TYPE I -A [j]TYPE II-B ❑ TYPE IV
[:]TYPE I-B ❑ TYPE 111-A [:]TYPE V-A
COMPONENTS AND CLADDING PRESSURES:
❑ TYPE 11-A ElTYPE 111-8 ❑ TYPE V-B
ZONE 1: +2/ -3 9.4
ZONE 2: t24.2 .2 / -67.5.5
RISK CATAGORY:
ZONE 3: +26.5 / -108.5
❑ 1 X❑ II ❑ Ill ❑ IV
ZONE 4: +44.0 / -47.9
ZONE 5: +44.0 / -57.5
WIND LOADS:
GEOTECHNICAL INFO:
(WIND LOADS ARE BASED ON CH. 26 THRU 30 OF ASCE 7)
(FOUNDATIONS ARE BASED ON A MINIMUM SOIL BEARING
CAPACITY OF 2000 PSI)
/4 STL SLOTTED
BASE PLATE 11„
1/4' STL LEVELING PLATEI "
l 3000 PSI MI '
3000 PSI MIN. I 4
'IN2 HAND HOL
o /
3/4' HEAVY WALL CONDUIT
EXTEND TO BLDG. ELEC. _N
SERV.
2'-6" HIGH RIGID FIBER II
N FORM (SONOTUBE)
FORM FILLED WITH
CONC.
TOP OF
PAVEMENT
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11' CIR,
4-1 1/4"X YI"
314"SLOTTED
HOLES
1"ON 1/4"
STL.
LEVELING
PLATE
W X 3" HOLE IN BASE
AND LEVELING PLATE
FOR CONDUIT ACCESS
5" POLE
#101-5007-25
4 - 1" X 36" X 4" ANCHOR
BOLTS W/ 3 112 " MIN.
NOTE:
1. LOCATION PER APPROVED DEVELOPMENT ORDER
L
EXTENDER
GRID I GRID GRID x �I
d' lLl iE3 il�i_ _l!.
"{
i{ I
i MOUNTING PLATE
1
- _-
STEEL SURE
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p MOUNTING PLATE
{ .(NON -SHRINK GROUT UNDER
LEVELING PLATE BY GC)
w CONSULT VENDOR FOR
FOUNDATION DESIGN
SPECIFICATIONS
(4) ANCHOR BOLTS
4'-0•
BOLT PROJECTION ! 6 \ MENU BOARD i OUNDATIIO p
CONCRETE SEALER Q SD1 1/2°-1'-O" o-umexam
4-#4 BARS W/#3 TIES
12" - LOCATE
ALTERNATE
LOCATIONS FROM A.B.
21"DIA. I
5 LIGHT POLE BASE DETAIL
ACHSCORNER TYP.
LAP
O_
c`IJ I- II - - - - - - -
�I 1 #5 DOWEL IN CORNER
2 EA. ##5 TOP& BOTTOM
I SEE �EAM DETAIL
FOOTING, FOUNDATION,
TIE -BEAM CORNER DETAIL
SCALE N.T.S.
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CANOPY POST BY
_
VENDOR
Ig
OTES.
ORDER CONFIRMATION
'OUNDATION SHOWN IS ATYPICAL DESIGN.
BOARD (OCB)
JD LOADS OF MORE THAN 100 MPH AND:
WITH SPEAKERS BY
STABLE SOIL CONDITIONS MAY REQUIRE CONDUITS CONNECT TO BASE
VENDOR
ALTERNATE DESIGN. VERIFY CONDITION OF POLE. SEAL FOR MOISTURE
SOILS WITH SOILS REPORT WITH EXTERIOR EPDXY
'OUNDATIONS SHALL EXTEND BELOW
)ST DEPTH PER LOCAL CODES
6" CURB
X
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CONCRETE FOOTING
BY G.O.
REVIEWEU FOri
CODE COMPLIANCI-,
ST. LUCIE COUNT`
BOCC
SPEAKER POST/Ci NOPY FOUNDATION
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RELEASE DAT
C
a 7
COMMENT RESPONSE
05/15/20
8
INSPECTOR COMMENT
06/04/20
3
OWNER REVISION
�11120
P 4
CIVIL COORDINATION
2/21/20
5
EDGE PROTECTION
4/' 9120
6
VENDOR COORD,
Q5/b5120
- PROJECT N0.
2018-002
ISSUE DATE
12/21/18
- DRAWN CHECKED
GM BC
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SHEET NO.
1
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