HomeMy WebLinkAbout5320 1st St_ L L
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE
7 TH EDITION
ARKAY ENGINEERING A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY; HAS APPLIED 'RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F.
DEAD LOAD (TRUSS BOTTOM CHORD)- 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-16, CHAPTERS 26 THRU 31; PER 2014 FLORIDA
BUILDING CODE, RESIDENTIAL - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING CODE
SECTION 1609.1.1.
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
SOIL BEARING & COMPACTION:
COMPONENT & CLADDING WIND LOADS
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
NIA
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
NIA
+35.3/-472
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
BUILDING DATA
TOTAL AREA 3588 SQ. FT.
OCCUPANT LOAD 120 STUDENTS
USE AND OCCUPANCY: EDUCATIONAL GROUP E
CONSTRUCTION TYPE: VB
FIRE PROTECTION: NON SPRINKLED
PLUMBING FIXTURES SHOWN PER TABLE 403.1
FLORIDA BUILDING CODE 2020 7 EDITION
PLUMBING
ENEMY& I& ► ■ ■■■w %k i
IW- D E S I G N S I N C
BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077
INTERIOR RENOVATION DRAWINGS FOR
THE ACADEMY OF SPECTRUM DIVERSITY
5320 1 ST STREET
ZEPHYRH I LLS, FLORIDA
JOB SITE LOCATION MAP
FLORIDA FIRE PREVENTION CODE 7TH EDITION
7 TH EDITION 2020 FLORIDA BUILDING CODE
7 TH EDITION 2020 FLORIDA ACCESSIBILITY CODE
7TH EDITION 2020 FLORIDA PLUMBING CODE
NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)
2017 NATIONAL ELECTRICAL CODE (NFPA 70)
BUILDING HAS WOOD ROOF SYSTEM
LIGHT FRAME CONSTRUCTION SIGN REQUIRED
RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL
RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL
MINIMUM 60" ABOVE FINISH FLOOR
INTERIOR FINISHES
TABLE 803.11
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'
SPRiNKLEREV
NONSPRINKLERED
GROUP
Interior stairways and ramps
and exit passageways' n
Corridors and
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaces
Interior exit stairways and
ramps and exit
passageways`'
Corridors and
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaces`
A-1 & A 2
B
B
C
A
A°
i B`
A-3', A-4, A-5
B
B
C
A
A'
C
B, E, M, R-1 1
B
C
C
A
B
R-4
B
C
, C
A
B
B
C
C
C
B
C
C
B
B
Ca
A
A
B
I-1
B
C.
C
A
B
B
1-2
B
B
B`
A
A
B
I-3
A
A'
C
A
A
B
1-4
B
B
B"
A
A
B
R-2
C
C
C
B
B
C
R-3
C
C
C
C
C
C
S
C
C
C
B
B
C
U
No restrictions
No restrictions
For SI: I inch 15 4 mm, 1 square foot = 0.0929 m'.
a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,0M square feet of applied surface area in the grade lobby
where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.13.1.
b. In other than Group 1-3 occupancies in buildings less than three stories above grade plane, Class B interior finish for nonsprinklered buildings and Class C
interior finish for sprinklered buildings shall be permitted in interior exit stainvays and ramps.
c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions, 'Nhere a fire -resistance rating is required for structural
elements, the enclosing partitions .shall extend from the floor to the ceiling. Partitions that do not comply writh this shall be considered enclosing spaces and the
rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific occupancy
thereof.sha l he the governing factor regardless of the group classification of the building or structure.
d. Lobby areas in Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials.
e. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less.
f. For places of religious worship. wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.
g. Class B material is required where the bolding exceeds two stories.
h. Glass C interior finish materials shall be permitted in administrative spaces.
i. Class C interior finish materials shall he permitted in rooms with a capacity of four persous or less.
j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access stairways and
ramps.
k. Finish materials as provided for in other sections of this code.
1. Applies when protected by an automatic sprinkler system installed in accordance with Section 9033.1.1 or 903.3.1.2.
PROTOLICH CONTRACTING
7051 LEXINGTON CIRCLE
BROOKSVI LLE FL 34602
813-446-38221
ray
SITE
P LAN INDEX
SITE PLAN BY OTHERS
SHEET B 1: EXISTING FLOOR PLAN
SHEET B 2: PROPOSED FLOOR PLAN
INTERIOR DOOR DETAIL
INTERIOR DOOR SCHEDULE
EXTERIOR DOOR AND WINDOW SCHEDULE
FIRE CORRIDOR DETAIL
EXTERIOR WALL SECTION DETAIL
INTERIOR WALL DETAIL
OPENING DETAILS S-1 S-2
SHEET M 1: H*r/AC LAYOUT
SHEET M 2: HVAC EQUIPMENT DETAILS
SHEET
E
1:
POWER PLAN
�
ELECTRICAL LEGEND &SCHEDULE
SHEET
E
2:
LIGHTING PLAN
SHEET
L
S:
LIFE SAFETY PLAN
SHEET
P
1:
PLUMBING PLAN
ADA DETAILS
PLUMBING SCHEDULE
REVIEW UWE_ ! - 5. �a-y
CITY OF ZEPHYs-at.w..
FIRE AND LIFE SAFETY EXAMIl
P° aEV
AND THE CITY
ALL WORK SHALL COMPLY WITH
NFFA CODES AND STANDARDS
--(
CIS a'OF PI I PLAN E_XAAA!,NER
ARKAY ENGINEERING INC.
structural eng f veers
11358 E. Edgewood Drive, Lakeland Fl 33803
Phone 863-686-w6500 Fax 863-688-6551
State of Florida Certificate of Authorization * EB6341
tin Richard L Kiddey P.E. - Florida License N 31296
0 ARKAY 111955c3
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WILL BE REMOVED TO ALLOW FOR RENOVATION O
IN THE AREA
EXISTING INTERIOR BLOCK WALL. THIS WALL
WAS THE PREVIOUS ADDITION ADDED TOT EERIOR BUIILDNEGORE EXISTING DRYWALL CEILING TO REMAIN. THE CEILING a
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HEIGHT IS 125" FROM FINISH FLOOR }..
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1 AIR HANDLER UNIT IS ABOVE CEILING IN ATTIC 0
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1 AIR HANDLER UNIT IN ATTIC THAT DOES NOT w
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10, 9" 10, 9" 10' 8" 10, 9" 12' 5" 6' 8" 5' 4" R E N O VAT I O N
RKAY ENGINEERING INC. AREA
STRUCTURAL ENGINEERS 3588 SQ. FT.
78' 0"
EXISTING PARTIAL FLOOR PLAN t`tIl' — 1 11 RI HARD L. KIDDEY P.E.
4
F IDA LICENSE NUMBER 37296 SHEET
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS B 1
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19859
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EXISTING
LOBBY
RECEPTIONIST COUNTER
AND DESK IN THIS AREA
NOT SHOWN
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EXISTING INTERIOR BLOCK WALL. THIS WALL
WAS THE PREVIOUS EXTERIOR BEFORE
ADDITION ADDED TO THE BUILDING
REMOVE EXISTING DOOR
AND FRAME FILL OPENING
TABLES NOT SHOWN
CUT OPENING IN EXISTING
BLOCK WALL TO CREATE
DOOR OPENING.
SEE DETAIL S-1
REMOVE EXISTING DOOR
AND FRAME FILL OPENING
INTERIOR DOOR SCHEDULE
3'0"X7'0" 1 3/4" SOLID CORE 20 MINUTE LABELED
FIRE RATED DOOR WITH 6X36 LAMINATED GLASS
A
INSERT
❑
20 MINUTE LABELED STEEL DOOR FRAME
DOOR CLOSURE
3-4.5 BB HINGES
ADA LEVER CLASS ROOM FUNCTION LOCK
3'0"X7'0" 1 3/4" SOLID CORE WOOD DOOR
DOOR FRAME
❑STEEL
B
DOOR CLOSURE
3-4.5 BB HINGES
ADA LEVER PRIVACY LOCK
3'0"X7'0" 1 3/4" SOLID CORE WOOD DOOR
STEEL DOOR FRAME
3-4.5 BB HINGES
ADA LEVER KEY LOCK
DBL 3'0"X7'0" 1 3/4" SOLID CORE 20 MINUTE LABELED
FIRE RATED DOOR WITH 6X36 LAMINATED GLASS
INSERT EACH DOOR
❑D
20 MINUTE LABELED STEEL DOOR FRAME
DOOR CLOSURE EACH DOOR
3-4.5 BB HINGES EACH DOOR
PANIC BAR DEVICE EACH DOOR ON CLASS ROOM SIDE
PULL HANDLE EACH DOOR LUNCH ROOM SIDE
EXTERIOR DOOR & WINDOW SCHEDULE
0
EXISTING 3'0"X6'8" DOOR 8, FRAME TO REMAIN
ADD PANIC EXIT DEVICE ON INTERIOR OF DOOR
WITH ADA LEVEL KEY LOCK ON EXTERIOR
2❑
REMOVE EXISTING WINDOW AND REPLACE WITH
34 SH WINDOW VINYL FRAME TINTED INSULATED
GLASS
SITE VERIFY OPENING ON THIS WINDOW
26 SH WINDOW (37"X72") VINYL FRAME TINTED
INSULATED GLASS
MODIFY EXISTING OPENING SEE DETAIL S-2
TOP OF WINDOW TO BE INSTALLED AT 8'0' A.F.F.
INTERIOR DOOR DETAILS
3' 0"
3' 0"
DROP CEILING SY;
A.\ rti A ^e A A �� ■.� ■�� �� • ■ ■� ■ /A\ /�\ ■'"t � ■ 1. \ ■ I ! I ■■ • ■ A ■■
AC DUCT WITH FIRE DAMPER
AT PENETRATION OF FIRE
CEILING
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30TTOM CORD OF EXISTNG ROOF TRUSS
NITH ONE LAYER OF EXISTING 1/2" REGULAR
3YPSUM BOARD TO REMAIN
SEE FIRE RATED DETAIL GA-FC5512
WITH MINIMUM 2 LAYERS 112" TYPE X
GYPSUM BOARD
P' 20 GA STEEL STUDS @ 16" OC TYPICAL FROM
OR TO BOTTOM OF STEEL STUD CEILING JOIST
LAYER 5/8" TYPE X FIRE RATED GYPSUM EACH
FROM SLAB TO BOTTOM OF CEILING
3 1 HOUR RATED WALL
TYPICAL 1 HOUR FIRE RATED AREA Cc) CORRIDOR
NOT TO SCALE
O
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F
6' 4"
CUT DOOR OPENING DETAIL S-1
NOT TO SCALE
SAW CUT ABOVE THE OPENING AND INS
1/4"X4"X4" STEEL ANGLE AS SHOWN ANI
PUNCH HOLE IN WALL AT SIDE OF SECURE IN PLACE WITH 5/8"X4" EXPANS
OPENING BELOW STEEL ANGLE BOLTS
AND FILL CELL SOLID WITH
CONCRETE EXISTING LINTEL
O '
REMOVE
CUT SWAY BLOCK i•° , °
EXISTING
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0
FOR WINDOWlz
WINDOW
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MODIFY WINDOW OPENING DETAIL S-2
NnT TO SCAI_F
RT
)N
)UNCH HOLE IN WALL AT EACH
TIDE OF OPENING BELOW STEEL
ANGLE AND FILL CELL SOLID WITH
:ONCRETE
CUT SWAY BLOCK FOR DOOR
=RT
ION
XISTING ROOF TRUSSES
,-30 INSULATION IN ATTIC
W/
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EXTERIOR WALL DETAIL
NOT TO SCALE
WOOD TRUSS BOTTOM CORD
O
3 5/8" 20 GA TRACK ATTACHED
TO BOTTOM CORD OF TRUSS WITH
o (2) #8X1 1/2" SCREWS. SECURE STUD
TO TRACK WITH (1) #8X1" SCREW AT
EACH SIDE
DROP CEILING SYSTEM
° 1/2" GYPSUM BOARD
ON EACH SIDE OF STUD
3 5/8" 20 GA STEEL STUDS @ 16" OC
a, I
3 5/8" 20 GA TRACK ATTACHED
TO CONCRETE FLOOR WITH (2)
#8XV TAP CONS SCREWS @ 24"
OC, SECURE STUD TO TRACK WITH
(1) #8X1" SCREW AT EACH SIDE
TYPICAL STEEL STUD WALL DETAIL ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
70SLE
I RICHARDL. KIDDEY P.E.
ORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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RENOVATION
AREA
3588 SQ. FT.
SHEET
B2
ARKAY # 19859
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AHU1 - 5 Ton FSD = FIRE SMOKE �#
OA 542 cfm with 12 DAMPER Upon activation, �� m
duct ran to exterior cn o
` smoke detectors shall shut
wall or thru roof M m � u
down all operational capabilities _ N
with bird screen and of the air distribution system. Z "-Iwo to
, motorized damper. EF - 1
Minimum 10 from any
exhaust outlets. 140 cfm vtr W-
or vtw field w C -4 m
determined. Z m Q u ,
Z� L
Ul- ia:
w �06
�mC
0�
24x24 24x24 24x24 F—F] �0
24 x 24 24 x 24 333 cfm 333 cfm 24 x 24
333 cfm 24 x 24 129 cfm
1011 333 cfm 333 cfm 12 " 12 "
10.1 101, 333 cfm 711
,
1011
(
, 0
RELOCATE ATTIC ACCESS AS O
NEEDED IN EXISTING DRYWALL
1 CEILING TO ACCESS AIR HANDLER U)
UNITS W
tY
24x24
I 24 x 24
667 cfm AHU1
24 x 24 162 cfm
14"�`L'j —�— — — 5Ton 24x14 16x14 10x14 667 cfm O
14" 24x24 8
® (020
667 N cfm N
--————————— — — — — ———————————————————— — — —�-- L0' N
N
Z O O
11.1
Z
24x24 < Q m
EXISTING 24 x 24 12 1 65 cfm 0 0
LUNCH ROOM '
' , , 5 ,1
TABLES NOT SHOWN 700 cfm — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E
2 Ton
2 Ton
14
I ,
0O�
24 x 24 It
660 cfm — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W
14"------ 24x24 (D >
1 24 x 24
660 cfm ® z
660 cfm 20 14" Q
AHU2 24x14 16x14 10x14 5
5 Ton 1419 I 24 x 24 ry
215 cfm ®� IWLI O
,
8" U
OW�LL
�U)U)U)
24 x 24 ; U J
24 x 24 24 x 24 129 cfm
O c� _
' 24 x 24 24 x 24 24 x 24 .___ 24 x 24 7 1,
330 cfm 330 cfm 330 cfm 330 cfm z
101, 33 Ocfm 3 1 flcfm 10 „ 12 12 W
„ 1,
,1 11 M =
W In 0-
0 W
® OU N
WW
I zrI
,
EF-1
AHU2 - 5 Ton 140 cfm vtr RENOVATION
OA - 542 cfm with 12" or vtw field AREA
determined.
duct ran to exterior HVAC PLAN 1/4 11 = if
Of!
3588 SQ. FT.
wall or thru roof
with bird screen and 1
ARKAY ENGINEERING INC.
motorized damper.
Minimum 10' from any
exhaust outlets.
SHEET
1� M 1
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296 ARKAY # 19859
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OUTSIDE AIR CALCULATION HVAC EQUIPMENT SCHEDULE NOTE: ELECTRIC REQUIREMENT FOR EQUIPMENT TO BE A Q QM
FIELD VERIFIED BY ELECTICTIAN/MECHANICAL CONTRACTOR. < >_ W
MN. In
AH CATEGORY SQ. FT. AREA CFM/PRSN + CFM/FT OIA. CFM 00 CO 11-
MFG.MODEL NO. TOTAL-BTUH
AH SEER O!A
TONNAGE SENSIBLE LATENT KW VOLTAGE LRA/RLA MCA/MOCP CFM CY } 0
LL
1 School 1219 7.5 x 60 + .06 + 1219 523 "OR EQUAL" "OR EQUAL" COOLING/HEATING �R CFM
2 School 1219 7.5 x 60 + .06 + 1219 523 1 EXISTING EXISTING 5 TONS 60,000 34,121 42,600 17,400 14.0 10 KW 208/230-60-1 134/25 32.8/50 1980 542 ui
3 School 1149 0 x 0+ .06 x 1149 38
TOTAL OA 1084 2 FRANKLIN or Eqv. GSX14060/ASPT61 5 TONS 60,000 34,121 42,600 17,400 14.0 10 KW 208/230-60-1 134/25 32./50 1980 542 co
M
r
3 FRANKLIN or Eqv. GSX14025/ARUF29 2 TONS 23,600 17,060 17,228 6,372 14.0 5 KW 208/230-60-1 58.3/13.5 17.6/30 700@LOW 0
FAN SCHEDULE
MFG.
TYPE "OR
CFM
VOLTS
DUCT DIA.
EQUAL"
1
BROAN
OR EQUAL
CEILING EXHAUST FAN
140
120
6 INCHES
1
BROAN
OR EQUAL
CEILING EXHAUST FAN
140
120
6 INCHES
AIR BALANCE SCHEDULE
AH1
OUTSIDE AIR INTAKE CFM +542*
SUPPLY AIR CFM +1980
RETURN AIR CFM -1457
EXHAUST AIR CFM -140
TOTAL BUILDING PRESSURE 11011 CFM
AH2
OUTSIDE AIR INTAKE CFM +542*
SUPPLY AIR CFM +1980
RETURN AIR CFM -1577
EXHAUST AIR CFM -140
TOTAL BUILDING PRESSURE 11011 CFM
* AH1-2 INCLUDES AH3 OA
DIFFERENTIAL
PRESSURE GAUGE
AIR HANDLING
UNIT FILTE
SUPPLY AIR FLEXIBLE SECTI
DUCT-7 CONNECTION
FLOOR
DRAIN
CEILING/
O
HORIZONTAL
AIR HANDLING UNIT
NOT TO SCALE
12" BASE RAILS
PROVIDED BY AHU
MANUFACTURER
DRAIN
OUTSIDE AIR DUCT
MOTORIZED DAMPER
ACCESS
DOOR
° LINED SHEETMETAL
RETURN AIR PLENUM
'ING PAD
TE
FLEXIBLE
CONNECTION
RETURN AIR
DUCT
TO AIR HANDLER -
THRU FIRST FLOOR
CEILING SPACE
INSULATED SUCTION
LINE (NO JOINTS ALLOWED)
SEE FLOOR PLAN
FOR PIPE SIZES
LIQUID LINE —/
(NO JOINTS ALLOWED)
DRILL BLOCKING TO FIT
OUTSIDE OF REFRIG. LINES
WATER TIGHT
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ARKAY ENGINEERING INC.
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
RENOVATION
AREA
3588 SQ. FT.
SHEET
M2
ARKAY # 19859
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RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
RENOVATION
AREA
3588 SQ. FT.
SHEET
E1
I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
ARKAY # 19859
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RELOCATE ATTIC ACCESS AS
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UNITS
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
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FOR 139 MPH WIND ZONE RISK CATEGORY 11
ARKAY # 19859
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ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY II
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ARKAY # 19859
541, MIN TOILET
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2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN
THE RAIL AND THE WALL.
3, SHALL BE 50 DESIGNED AND SUPPORTED AS TO WITHSTAND
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4, SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE
LENGTH.
SPECIAL NOTE. GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS
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SINK SHALL BE MINIMUM OF 6 1/2" DEEP.
2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN
UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER
OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO
THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL
ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL
EXTEND A MAXIMUM OF 19" UNDERNEATH THE LAVATORY
OR SINK
PLUMBING FIXTURE SCHEDULE
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AMERICAN STANDARD 2857.016.02 ADA TOILET
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AMERICAN STANDARD 0321.023.020
WALL MOUNT
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ES. CONTRACTOR TO DETERMINE THE BEST CUT
3, PIPING SIZE AND VENT SIZE AS NEEDED.
DISTURBED SOIL, TERMITE TREAT AND PATCH
NEEDED
ARKAY ENGINEERING INC.
STRUCTURAL ENGINEERS
RICHARD L. KIDDEY P.E.
FLORIDA LICENSE NUMBER 37296
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WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16
FOR 139 MPH WIND ZONE RISK CATEGORY 11
ARKAY # 19859