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INTERIOR FINISH CLASSIFICATION
WALL FINISHES
CLASS B
FLAME SPREAD OF 26-75
SMOKE DEVELOPED 0 - 450
PER SECTION 803
TABLE 803.5
CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH
GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH:
MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN
ACCO.RDANCL-? 'WITII THE PROVISIONS OF ASTM C635 AND ASTM 636
FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS
SHALL BE CLASSIFIED -M ACCORDANCE WITTY. NFPA 253
CLASS 1, 0.45 WATTS/CM2 OR GREATER
CLASS II , 0.22 WATTS/CM2 OR GREATER
GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO
THE APPROPRIATE STANDARD LISTED BELOW,
TABLE 2506.2
T-ABLE 2508.1
GYPSUIA BOARD MATERIALS AND
..,....,_....,.,
ACCESSORIES ...,
INSTALLATION OF GYPSUM CONSTRUCTION
MATERIAL'
AL
TA D
STANDARD
S N ARU
STANDARD
MATERIAL.
M
-
Accessories for gypsum board
ASTM C 1047
Gypsum board GA-216, ASTM C 8110
Adhesives lirr fastening gypxLim
ASTM C 557
ysunr Sheathing-- ASIM C 128-0 -----
wallboard ._.._
Cryt,tiuna Veil eer base ASTM C i 44
Exterior softit board
ASTM C 931
Tilterior I rthnrg and Lnlr l nr5 > A1 M C 4l
_ � ___-- -.-_--
Tiber reinforced 7 i anels
_ f Yl sum I
ASTM C 127b
_._.__._.__...-.
Steel II rnun+T For gypsum board~ AS l M C 754 C 10 )7
Glass rear gy�Junn h aekln+ 1�anc 1 - _ ^
ASTM C 1178
Glass mat RY-psurn Substr rte
ASTM C. 1.177
Gypsum backing board and gypSum
ASTM C 4e12
shailliner board
Gy S-U-T ceili g board
ASTM C 1395
Gypsum sheathing _
ASTM C' 79
Gypsurrr w aIIboard--
ASTM C 36
Joint reinforcing l pe and Cd,npourid -
AS rM C 4741 C 475
Nails for f ypsuboards
ASTM C 514,rn
1 547, F 1667 -
Predecor ated Izypsum board
ASTM C 960
Steel screws
ASTM C 954; C 1002
Steel qtuds, load bearing
ASTM C 955
Steel studs, nonload be aria:_ _
_. __
AS"I'M C 6415 .-_.__.
Stand rrd board
ASTM C1396
I"estuig gYpvuna and } yhsulu ploductti
ASTM v
C 413
Watea resistant �'sLIM h rcl<ili board
AS rM C 630
4
FIGURE 703.7.2.1
INTERNATIONAL SYMBOL OF ACCESSIBILITY
TABLE 703.6.6
VISIIAI P.HARAr TFR HFIr;HT
•
cp
ML N-- __._ not in
! pictogram
.�`. .....__,_.J field
FIGURE 703.6,1
PICTOGRAM FIELD
HEIGHT TO FINISH FLOOR OR GROUND
FROM BASELINE OF CHARACTER
HORIZONTAL VIEWING DISTANCE
MINIMUM CHARACTER HEIGHT
40 Inches (1015 mm) to less than or equal to
70 inches (1780 mm)
less than 72 inches 1830 mm
5/8 inch 16 mm
72 inches (1830 mm) and greater
6/8 inch (16 mm), plus 1/8 inch (3,2 mm)
per foot (305 mm) of viewing distance
above 72 Inches 1830 mm
loss than 180 Inches (4570 mm)
2 Inches 51 mm
160 inches (4570 mm) and greater
2 inches (51 mm), plus 1/8 Inch (3.2 mm)
per foot (305 mm) of viewing distance
Greater than 70 inches (1780 mm) to less
than or equal to 120 Inches (3050 mm)
above 180 inches (4570 mm
less than 21 feet 6400 mm
3 inches 78 mm
21 feet (6400 mm) and greater
mm)
3 Inches (75 mm), plus 1/8 inch (3.2 nce
per foot (305 mm) of viewing dista
Greater than 120 inches (3050 mm)
above 21 feet 6400 mm
b
BACKaWALL SIDE WALL
GRAB BARS AT WATER CLOSETS
• RESTROOM DOORS TO BE EQUIPPED WITH LEVER
HANDLE AND PRIVACY LOCK.
a LAVATORY AND SINK CONTROLS TO 13E LEVER TYPE.
• SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL
BE LOCATED ON LATCH SIDE OF DOOR,(6d'rO rO-E,)
PLUMBING TO BE WRAPPED WITH INS"U.LATION.
Grab Bar
1 I I I C
30
I 1 I
760 7Fp
t
TrX
CLEARANCE
KNIFE!
CLEARANCE f DEPTH
LAVATORY CLEARANC E,S
ACCESSIBLE RESTROOM DETAILS
IV1S
BUILDING INFORMATION:
2o4,5 FLORIDA BUILDING CODE
LEVEL II ALTERATIONS
BUILDING AREA:
AREA OF IMPROVEMENTS 1,418 S.F.
GROUP: B BUSINESS
OCCUPANT LOAD PER TABLE 1004.1.2
1418/100=14.18
TOTAL OCCUPANT LOAD FOR AREA OF IMPROVEMENT 15
CONSTRUCTION TYPE: TYPE VB
ALLOWABLE AREA PER TABLE 503:
GROUP B 9,000 S.F.
BUILDING IS SPRINKLERED
TENANT SEPARATION BETWEEN TENANTS IS 1 HOUR
REQUIREMENTS FOR AREA OF IMPROVEMENTS
REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES
1 WATER CLOSETS 2 WATER CLOSETS
1 LAVATORIES 2 LAVATORIES
0 SERVICE SINK 0 SERVICE SINK
0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN
REQUIRED EXIT WIDTH 36"
PROVIDED EXIT WIDTH PROVIDED 108"
REQUIRED NUMBER OF EXITS 2
PROVIDED NUMBER OF EXITS 2
REQUIRED ADA CORRIDOR WIDTH 42"
PROVIDED ADA CORRIDOR WIDTH 54"
TRAVEL DISTANCE ALLOWED 200'
TRAVEL DISTANCE PROVIDED 45'
,...-,_..._-..� - - - ---
Imo^ �......_- ; r _.. .. _ .._- i
( r I I I
I I I I
I I I I
I I
i
36 I 19 l 19 36
-� 915 485 " 485 y 915
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Minimum Clearances for Seating and Tables +? ` �.{ , I� h.r 1.1 W ''5VA, C. f,L,
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Fa�tyH
ADD TWO 4'-0" HIGH KNEE WALLS.
CONSTRUCT TWO CONSULT ROOMS.
CONSTRUCT RECEPTION / WAITING AREA.
ADD FIVE ELECTRICAL OUTLETS IN CONSULT ROOMS
TIED TO EXISTING SPARE BREAKERS
PROVIDE TRANSFER RETURN GRILLES PER PLAN
ADD NEW SUPPLY GRILLES PER PLAN
EXISTING LIGHTING TO BE SHIFTED IN THE GRID CEILING AS NEEDED
ADD NEW SPRINKLER HEADS IN CONSULT ROOMS AND WAITING AREA
AS REQUIRED UNDER SEPARATE PERMIT BY FIRE SPRINKLER CONTRACTOR
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
CLIENT
CONSULTANTS
REGISTRATION
of FLO
SEA �
25 l 2- �v
V�-" ED
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
L.l✓rr5 F ca+�,r:�:
KEY PLAN
M >. .4
REVIEWED FOR
-ODE COMPLIANCE
., COUNTY
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER CC Ict C>Coc�
DATE 17-1j�f<q 91 /Z j Z 4
(ate}' I T, r5e_r + e F