02-509-066/�'''',w ,4 t,•r,1,
REVISIONS
BY
FACE OF vtlAALL /
2 HR. FIRE RATED
1 1/2" 0 ALUM. RAILING
FOR REINFORCEMENT OR SILL BELOW
SHAFT ►WALL
NOTER
THICKNESS REFER TO
ISSUE FOR PERMIT
02/28/02
STEEL STIFFENER
IRE
CF#!TE
I I/2" MIN.
STRUCTURAL DWG H015TMY DOOR
AT HEAD
VIBRATION
DAMPING
/
ALUM. BRACKET
CLEAR
NOTE
SEE ME H. DRW65.
UND
i
x FOR INKLER
HOPPER TYPE DOOR PIPING HEAD
8" G.M.U. KALE
FOR FINISHES
v I" NOSING
/
I I/2" ALUMINUM
_ 5TAINU�i 57M GLAD LOGATI N
REFER TO ROOM
II"
HANDRAIL
BOTTOM HINGED
oPE�¢ATED u1_
FINISH SCHEDULE
EIOTTOM RAIL AT
40 MIN., B -LABEL INTAKE
DOOR. W/ 250 Dry. MAX.
OPEN END �
•
ALUM. BRACKET
DIMENSION VARIES
DEPENDING
APPLIED TAPE i i
SECURE TO
SUBSTRATE
a
_TEMPERATURZ24'
PIANOIN CI� GOAT
DI
FLOOR
SUPPORT
� i i
NOSING (TYPa V iiT \
N)/3 ANCHOR BOLTS
(1/4" ),
GABFOAM AT HOPPER
p NECK, BOTTOM i SIDES
ANGLE
4 51DES
TO ON (4)AT
1
I
HOLLOW METAL
' FLEXIBLE SEALANT
ISOLATOR PADS
/ \
1 � � �
4 FRAME
GONG SLAB FOR
KNESS A4ND— — —
ANCHORED To
fie.,
NOTE: I ��
I. RAILING MANUFACTURER TO PROVIDE
'_ - --- __
---
4
RETHIGNFORGEMETtT
REFER TO STRUCT.
ARCH. W/ 4 SETS OF SHOP DADS. FOR " MIND
" '1 ; •
SOFFITe 5/8" 5 ,% `,
THICKNESS
REINFORCEMENT
REFS
°
APPROVAL PRIOR TO MANUFACTURING OF °
/
I
`
/
� ROUGHELEVAOPENING
-
... d SLAB OPENING
FINISH OVER SELF10
IF I M � LATH 4
CHANNEL FRAME
TTDWGS
RAILINGS.
° a°
2. PROVIDE MINIMUM 6'-8" HEIGHT CLEARANCE ° °
°
�
15
d d
NI
Q p p��p�p IN6 TO
ELEVATOR
_ i a� -
- - - oOw°
°
-7.1
SUSPENDED
I" BATT
® ANY POINT ALONG STAIR (SEE STAIR SECTION). °
-x.10 o
MANUFACTURER
- I_ 0
nn a
SOFFIT TYPICAL
INSULATION
CONTRACTOR SHALL NOTIFY ARCHITECT ° °
°
�
vU _
- o
9.E1/. +'1'-0" AFP. 8 In '�I•
KRAPPED
�'�� GHurE
OF ANY DISCREPANCY PRIOR TO °
CONSTRUCTION OF STAIR.
2"
- >"
°
- `
o
3. RAILING TO BE
_ ._
�� -
CONTINUOUS UNLE55 TRIANGULAR AREA TO
l' IZ' IZ'
TRASH CHUTE INTAKE DR. DETAIL
OTHERWISE SHOWN IN PLAN. REJECT A b" � OBJECT.
nnn :cN
U - o�
N.T.S.
(D
WALL MOUNTED RAILING
5
9
NAND RAIL DETAIL
3
PASSENGER ELEVATOR
7
Q
SCALE= I" = I'—O"
" . I'—Ow
SCALE:3 I O
JAMB SCALE= 3" = I'—O"
Z ; o
L- .o
BALCONY AND TERRACE RAILINGS AND STAIR RAILINGS SHALL BE DESIGNED BY
y� W _
— •� E U
L r
TRASH CHUTE DOOR
MANUFACTURER'S REGISTERED ENGINEER IN THE STATE OF FLORIDA TO RE515T A LOAD
OF 50 LBS/FT. APPLIED IN ANY DIRECTION AT TOP SUCH A
O L In
o
OF BARRIER P05TS SHALL
- FINISH FLOOR REFER TO
0
INSIDE /
BE DESIGNED TO RESIST THE REACTION FROM THE RAILING OR A MINIMUM LOAD OF
200 LBS. HANDRAILS SHALL BE DE516NED AND
��LLII ROOM FINISH SGFfEDULE
n O Q W O)E
Iu~
CONSTRUCTED TO RESIST A LOAD OF
J
`.O
NOT LESS THAN 200 LBS. APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL.
-1�-
a
REF5/5" STUCCO FINISH
REFER TO ROOM FINISH
vv HOISTWAY DOOR
W _ ;
L 0
c:j0
INSULATION IN CAVI LINER PGY�ANEL
CONCRETE
T'I'P.
ry
SCHEDULE OR LEGEND
FILLER MATERIAL
O W de—_ �o
W
2 -HR RATED SHAFT 2 I/2" MTt. G -H
LINER PANEL - UL STUDS ®
II" TYP. I"
4
8" GONG. BLOCK WALL
V COMPATIBLE
WITH FIN15HED FLOOR
c::= LL Q o °-
Q ° L
m0 � � o
DESIGN No. U438 24' G/G`I
°
NOTE= GOAT END AND
a
SILL
J o
_
2 1/2" ENCLOSURE
510M OF RAIL SET
EXPANSION BOLTS
IN FILLED CELL CAVITY
° B
C a °
° 3
o �- _ f- 0
5TUD5 o OPENING
n
p
IN &ROUT WITH
BITTJMASTIG GOATIN&
OR TOGGLE BOLTS
IN UNFILI�D CELLS
°o a °
_
; � _ � - � Y
° ° ° a
til o+
0
w p
PICKETS AT 4 " O.G.
___------
° ° __ ° SILL SUPPOR ANGLE
SEE STRUCTURAL
- (f)
s
- ° °
•
IL
_ f --------
S
I
- o p
i<47
;
1 1/2 HR RATED 2 LAYERS 1/2"
U
j
1 -1/234) SUPPORT POST AT QQri
5'-0" O.G. MAX. uJ
°
O - 43-o
zv
ACCES5 DOOR 4 FRAME TYPE "X" GYP BD.
ACCORDING TO TRASH- FOR FINISHES
°
V
BOTTOM RAIL
-
1 1/2" � ALUM. RAILING
SECURE TO SUBSTRATE
° CONCRETE SLAB FOR THICKNESS
,�^ - '->
^ - N
CHUTE MANUFACTURER REFER TO ROOM
OUTSIDE / STANDAR5 FINISH SCHEDULE
C4
a
Q
N)/3 ANCHOR BOLT'S
(1/411 4) TYP)
° AND REINFORCEMENT REFER
TO STRUGT DW65
= - - - °-.'
- - - .
ANCHOR A5 PER MFR.
It
o
REQUIREMENTS PRE -DRILL EDGE OF SLAB
TOEISUARD
�_
HOLES 4 SET IN HIGH
TH 67ROUT
U C rn°
Z
ORATTACH T 50 LAB ` 11
H015TWAY REFER TO
JAMB TRASH CHUTE DOOR
TREAD � RISER DTL. CONC. STAIR
AS PER S.FB.C.
ELEVATOR MANUFACTURE B
w N O T
HEAD E SILL SIMILAR 2
GUARDRAIL DETAIL
NAND RAIL DETAIL
q.
PASSENGER ELEVATOR
18
o �
N.T.S 6
" "
N.T.S
o o
(AT LANDING) SCALE= 1 1/2 - 1'-0'
SCALE= 3" - 1'-0"
_
L
FULL
DIAMETER VENT THRU
HANDRAIL EXTENSION _
SEE GUARDRAIL
-
FINISH / REFER To
ROOM FINISH
° SCHEDULED -
ROUND AND GRIND SMOOTH
CORNERS AND SHARP
�' o
,`'�� °O a
``'
3
ROOF W/ EXPLO51ON
D D° D D D m
EDGES
o � O v o
° ° °
=
I z
GAP PER N.F.PA. -82
CONT.
° °
WALL
D D ° D ° D �D D °
5L TO EDGE
5U55TRATE FOR THICKNESS
rn
o of o n o =- o
- ° 71 A °
SAND REINFORCEMENT REFER
N cn `L N o c� „
ix
DRAW BAND
2#110
ALUMINUM
ACRYLIC FLOOR COATING
TO 5TRUGT DW65.
O to � F i 0 Q.'.2 iu
g
5TAILE55 STEEL
RAIN COLLA TRASH -CHUTE
��
HANDRAIL HANDRAIL 1 1/2 �
� NOSING NOSING �
RAILING
FLUID APPLIED W.P.
m
3/8"x2 1/2" STEEL STRINGERS
c° M o c
r_� v,„ 0 o
�`
DN -
MEMBRANE
STEEL ANGLE - wELD TO
WATER TI6HT 5HEET MTL.
6" MIN. FLANGE RAIN COLLAR
SET IN ROOF OVERLAPIN6
CODIFY BITUMEN
ALUMINUM
POST
I' -II" I'-0"
STRANGER AND SECURE
o TO CONCRETE YVALL WITH
EXPANSION BOLT
(/�
TR -C U
MODIFIED �`�-CHUTE
'
BOTT OF RLN PLAN VIEW TOP OF QLN PLAN VIEW
n
-PAINT
�
3
PRIME FLA E _
BEFORE STRI INS dp
-_
ALUMINUM =
PICKET ®4" O.G. O O � �� = � �
�� T
TO REJECT A 4 n _
D , `
EXTENSION TO WALL
� � "
SCALE I• I'-0' I -0 MIN.
}—}
11 ' . ,f t
� I" ll •
1
GONG. SLAB FOR
— - FINISH AND SEALANT
= REFER TO ROOM
LL1
Z
z
SEALANT
SEALANNTBACKER ROD ` d' f ..
1/2" FIREPROFIN& ROOFING MEMBRANE
MATERIAL OVER RI 710 INSULATION
(SLOPE TO DRAIN)
10 OBJECT .
• to
GONG. STAIR
4 LANDING FOR > • '
THICKNESS AND
I' -II" I I -
1'-0" MIN. _
=
_ 0
❑ O
- - - - - - - - - - - - - - - - -
LL _u I
4
Q 4
4 `aEP`I-p`NT
FIN15H SCHEDULE
= o �3/4" 40 5T'EEL. RUNS
~ - PAINT - EXTEND THRU
n o STRINGERS AND WELD
�
2 -HOUR RATED I' I" I'- "
PARTTION G.M.U. WALL, SEE PLANS
REINFORCEMENT
REFER TO
(`I cl
b .'; : '
JOINT
DRAIN BOARD OVER ��
2
4 = 2 I/2"x2 I/2"xI/4"x0'-2 1/2"
STEEL ANSL.E5-WED TO
�
I" INSULATION
STRUGT. DWG'S
y,I P. ���
p STRIN6ER5 AND BOLT TO
U
ry
r
F" GONCRE I FLOOR - PAINT
BOTTOM RAIL TO
BOTT OF RLN / VIEW TOP OF ;&N / VIEW
4
04.01 RETE T/02PPING
W
REJECT b" SPHERE
7
FREE STANDING EXTENSION
2 TO 2
5TUGGo7
FINISH
_
CONC. STAIR
scALE I/4• , I' -O•
�
TRASH CHUTE CAP DETAIL
SCALE= 1/2"- 1'-0" 3
INTERMEDIATE LANDING
SCALE= 1/2" - 1'-0"
STAIR HANDRAIL EXTENSIONS
SCALE AS SHOWN
WATERPROOFING AT DECK EDGE
SCALE= I I/2 =I O 15
" '— "
ELEVATOR PIT LADDER SECTION
N.T.S � 9'
Q
ALL RAILIN65 TO BE DESIGNED TO
WIT145TAND HORIZONTAL LOA05 AS
2FfR RATED
�
REQUIRED BY LOCAL CODE.
24110—
SHAFTWALL
I
TRASH
I" GYPSUM
PANELS/
_
�v 11/21, 11/211
I" SOUND
ATTENUATION
ELAN
FIRE -SHIELD
SHAFTLINER PANEL'
C -H STEEL STUDS
m NOTE: GOAT END AND
SIDES OF RAIL SET
O IN GROUT WITH
BITUMA5TIG COATING
7,(� 11��
F: P P I\ U V Q BY
APPROVED
ALL AROUND
BETWEEN PANELS
--
°
a
1t�1A�11-CDE0'.f"'�i' FaI�EEP" �1P►9E►�1
2' x 2" x I/4"
I/2" BASE FIRE
--
'Q ANCHOR TO WALL
BLOCK WALL FOR ° ° ° a
°
THICKNESS AND ° a
SPK BLDG. PERI. ON-SITE
L FRAME ON
-
�`T� �`'�
-
_ =
REINFORCEMENT
TO 511ZUG. a °
a °
WATER I� EY.T;YPJSION
IAT R
I/2" FIRE RATED
GAB
211 T iEb
� �
°
DIMEN51ON VARIES
ATE
DRAWN D.M.C.
° DEPENDING UPON
- -
CIONTINIU05
EDGE OF STAIR
4 °
MANUFACTURER
CHECKED
J RUN
FIRE RATED
�tA"P`�
STAIR TREAD
LOCATE BOTTOM
Q
° ° a
° ° a HOSTWAY DOOR
DATE 02/28/02
RAIL TO REJECT
" SPHERE GO TE
° °
- - - - - - - -
SCALE A5 SHOWN
JOB N 0 a59
RESILIENT
1501.ATAR
vo v° v '
• .. ,
m. .. • `, ` "_ ' •f •`� ;'
O
.
SHEET 462-A'1_ I ODW6
GONG. SLAB
o p o o p
o
. ;.•
PRE -DRILL HOLE .
4 SET IN HIGH ' .` . • • .. • `. .. `.
' ` .
-~
L :,"'`� ::.,
REFER TO
STRUGT.
t> o D
`
STRENGTH GROUT �. • •,
STAIR WALL
HOLLOW METAL FRAME Q
ACCORDING To
s
���•� ,
`{i •,
�•• •
1 1/2" CLEAR
ALL AROUND
MANUFACTURER
'
0
�`� °�" 1 0
TRASH
CHUTE SUPPORT
4
STAIR RAILING
(AT EXIT STAIRS) SCALE= 1 1/2" = 1'—O' 8
2
PASSENGER ELEVATOR
= ,
t �; • N'
SCALE= 3" = I'—O"
SCALE, 3"-'J
O
/�'''',w ,4 t,•r,1,