HomeMy WebLinkAbout9-11-20 all auto revised permit setARCHITECT
rrr
If
-'
Booth
Booth walls & ceiling panels
are fabricated of G-90, 18 ga.
galvanized steel in accordance
with the IFC-2000 Section
1504.1.2.1 & NFPA-33
Chapter 3.1
See order acknowledgement
for complete list of provided
stack components
END VIEW FROM BAY END
DIMENSION TO SUIT
FAN FURNISHED
SEALANT
BRING FLASHING a
ROOFING UP 6 OVER, i B SECURE TO CURB /
LINE CHAMBER WITH 2•-01
ACOUSTICAL Duct LINING I \
64a4"a3/6' ANGLE ALL-AROUND.
WELD CORNERS.
1/4• LAG BOLT, 1-1/4• LONG. I`
e 12' D.C.
BRING DUCT UP 8 OVER
8 SECURE TO ANGLE,
TRANSITION AS REQUIRED
TO SUIT OPENING,
DUCT FROM BELO
SEE MECH, PLANS
ENLARGED D
,1 %%c CIdAt �NEI
W/ ZKZ-n S L x V4a
J) K(Ck' kNGGPz W/
g#IZ 5r-el5 SC-eew�'
L'4ToEA•• F-tEr-aP��)
PLAN VIEW
BOOTH SIDE VIEW
OF ROOF MOUNTED FAN
FAN FLANGE TO CURB
/2' STAINLESS STEEL SHEET
SCREWS 4 6. O.C.
2'x12• PRESSURE
TREATED WOOD
(ALL AROUND)
FLASHING
ROOFING
_
2• • 3 1/24 P.T.
WOOD
CANT STRIP (ALL
AROUND)
NAIL TO 2.12.
3/11'e
THRU BOLTS
a
COUNTERSUNK
P 16' O.C.
Box 6• P.T. NAILER ANCHORED TO DECK
/2' BOLT THIRD ROOF
IECK AND SUPPORT FRAME o 12. O.C.
SEE STRUCTURAL FOR FRAME ASSEMBLY)
WATERPROOF
SEAMS AND —
JOINTS
24 WIDE 22 GAGE _
GALV. STRAP. 4
EQUAL PIECES TO
BE FORMED AND
CLAMPED TIGHTLY
TOGETHER AROUND
EXHAUST STACK,
3/8" EYE BOLT,
. AT EACH JOINT,
4 TOTAL.
SECURE FLANGE 1
CURB WITH 1 1/2"
STAINLESS STEEL
SHEET METAL
SCREWS a 64•
O.C. MIN.
DUCT-
STACK DETAIL
r�r5
.IZO�.F ST2U CT4J.KE,
aca•_ra"rto,;F"rs1>�r,•u.n
END VIEW Gil CHAMBER
UPBLAST EXHAUST
CAP
f�k/5T"fN4- 81
Pub Jr-�
1/6" AIRCRAFT
CABLE WITH
TURNBUCKLE
TO EXHAUST
STACK,
1/8' AIRCRAFT
CABLE AT EACH
SIDE, 4 TOTAL,
SECURE TO TIE
DOWN SUPPORT
- SEE DETAIL
Z
E
CURB - SEE
DETAIL THIS SHEET
INSTALLATION OF THE VENT SHALL MEET
THE REQUIREMENTS OF 2017 FBC 6
CHAPTER 16 INCLUSIVE FBC-10 FOR 170
MPH WIND FOR EXPOSURE 'B', RISK
CATEGORY 11,
\ TURN -BUCKLE '..
3/8" EYE BOLT
Yo PIPE STANCHION
WITH SEALED TOP
PITCH POCKET SEAt/•NT METAL POOR PAN FASTENED 4. OC
USING STAINLESS STEEL SHEET
METAL SCREWS
NONSHRINKGROUT
rum MEMBRANEFLASHING,
EXISTING \ HOT.NR VkELD
HOOF DECK \ ��
STANCHION
BASE PLATE
TOP CHORD —�-
OF TRUSS
2 1/2"x2 I/2"x3/8" "L"� 3/8' BOLT
UNDERSIDE OF TOP
CHORD OF TRUSS
1
LL`p T D ENS 1 C'i i C TI
a STUDS, C? 24101C/
efE::.OUIflE ,DISH
utssoY�AnaQ �1
Lb A For
4 go'tTOM PLATE
DOWN SUPPORT DETAIL
FIGURE 708.7,2.1
INTERNATIONAL SYMBOL OF ACCESSIBILITY
TABLE 703.5.5
E�
CD
—not in
MEN
piclogram
- •— field
FIGURE 703,8,1
PICTOGRAM FIELD
HEIGHT TO FINISH FLOOR OR GROUND
FROM BASELINE OF CHARACTER
HORIZONTAL VIEWING DISTANCEEIMINiMUjMCHARACTER
HEIGHT
(1015 mm) to less Than or equal to
70 inches (7780 mm)
less than 72lnches (1030 mm)
Inc�6 mm401nches
72 Inches (1830 mm) and greater
m), plus 1/B inch (3.2 mm)
mm) of viewing distance
Inches 1830 mm
Greater than 701nches (1780 mm) to less
Ihan or equal to 120 Inches (3050 mm)
less than 180 Inches 4570 mm
2 Inches 51 mm
180 inches (4570 mm) and greater
2 inches (51 mm), plus 118 Inch (3.2 mm)
per toot (305 mm) of viewing distance
above 180 inches 4570 mm
less than 21 feet 8400 mm
3 inches 75 mm
21 feet (6400 mm) and greater
3 Inches (75 mm), plus 118 inch (3.2 mm)
per foot (305 mm) of viewing distance
Greeter than 120 inches (3050 mm)
above 21 feet 6400 mm
BACK WALL SIDE
GRAB BARS AT WATER CLOSETS
• RESTROOM DOORS TO BE EQUIPPED WITH LEVER
HANDLE AND PRIVACY LOCK.
• LAVATORY AND SINK CONTROLS TO BE LEVER TYPE.
• SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL
BE LOCATED ON LATCH SIDE OF DOOR.Cf.0I Tb C6w1 TCQ)
• PLUMBING TO BE WRAPPED WITH INSULATION,
r
1
Grab Bar
7 H00
BUILDING INFORMATION:
2017 FLORIDA BUILDING CODE
BUILDING AREA:
OFFICE 286 S.F.
AUTO BODY 4,514 S.F.
TOTAL BUILDING AREA 4,800 S.F.
GROUP: B BUSINESS / F-1
FACTORY
OCCUPANT LOAD PER TABLE 1004.1.2
286/100=2,86
4,S14 / 500 = 9,01
TOTAL OCCUPANT LOAD 13
CONSTRUCTION TYPE: TYPE VB
ALLOWABLE AREA PER TABLE 503:
GROUP B 9,000 S.F.
GROUP F-18,S00 S.F.
BUILDING IS NON-SPRINKLERED
REQUIREMENTS FOR AREA OF IMPROVEMENTS
REQUIRED NUMBER OF FIXTURES
PROVIDED NUMBER OF FIXTURES
1 WATER CLOSETS
2 WATER CLOSETS-------
1 LAVATORIES
2 LAVATORIES
0 SERVVCE SINK
0 SERVICE SINK
0 DRINKING FOUNTAIN
0 DRINKING FOUNTAIN
REQUIRED EXIT WIDTH
36"
PROVIDED EXIT WIDTH PROVIDED
72"
REQUIRED NUMBER OF EXITS
2
PROVIDED NUMBER OF EXITS
2
REQUIRED ADA CORRIDOR WIDTH
42"
PROVIDED ADA CORRIDOR WIDTH
42"
TRAVEL DISTANCE ALLOWED
200'
TRAVEL DISTANCE PROVIDED
889,5'
TOE —
CLEARANCE
ems —
DEPTH
--}307�
LAVATORY CLEARANCES
ACCESSIBLE RESTROOM DETAILS
3/8' EYE BOLT - _ NTS
TYPICAL - 1/4 max 1/4 TO 112
8.5
I .-EXHAUST DUCT
STACK TIE DOWN STRAP / CLAMP DETAIL
FN r
to
r
.
l L�
to *as
I
r.
� 1
H-G. PAVEMENT MARKING D TAIL
PeoPa� p �
F�aI-1>r.U'oe.Ly
515E 4A ZCat-ir.
PtA,r..3 FoF,O1M.
o�F.rc-E
EX/ZTN-)c� TO
n
WIC
iwsr £xrr Er TO
gEett-0...3caFa� To
EWn6Cco, SX t T 'L-T
eol-.Leo &ne)
I'OS£P $ wIDE
A"�ZSoa Q's i� Co NC,
w A.t-LG.
Efl� t✓ o �—J
\/8t1
�1ST�t{'E IiAloDicaY
Paetiwt� 9PAe.� ns
P2oPo5E,p ACCESS
I'' 5MIPPIrJC Ta A,DA
Pae1<LrL,4, SCAC�
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
ALL AUTO BODY
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
I/ I
-- 4/_ Foeri
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
or
- LZoo2y
'PROJECTNUMBER
DATE
AAL A✓7O