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RATED ELEVATOR DOOR
JAMB ASSEMBLY BEYOND
8
A4.2 SINGLE -SPEED
ELEVATOR DOOR
SEE INTERIOR DESIGN PANELS
DRAWINGS FOR FINISH
FLOORING MATERIAL
1/2 ALUMINUM SILL SHALL
— — — BE FLUSH WITH FINISH
-- - - - - -- — FLOOR MATERIAL
O oo . • . o. D �' N
Li o 1 — 4" X 4" STEEL ANGLE
� � (SEE STRUCTURAL)
CONCRETE SLAB o ROUGH SILL LINE
(SEE STRUCTURAL) FASCIA PLATE
• �
MEMBRANE °
WATERPROOFING
ZELEVATOR
° PIT __7
I O°
VERIFY I POURED CONCRETE
5" I (SEE STRUCTURAL
��T� FoR DIMENSION)
OF BEAM ABOVE
NOTES:
1. SEE "GENERAL NOTES FOR ELEVATORS" ON SHEET A7.11 FOR ADDITIONAL REQUIREMENTS.
2. COMPLY WITH ALL REQUIREMENTS IN THE ELEVATOR SPECIFICATION SECTIONS.
1 SECTION DETAIL TYPICAL SILL
SCALE 11/2"- l-(r
_ _ _ _ _ _ _
------ -
SECTION DETAIL
SCALE: 1 11T =1'-a
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ELEVATOR HEAD
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SECTION DETAIL
SCALE: 11/2"- V -0"
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ELEVATOR HEAD
4 1/2• MINIMUM uEAR/WCe
BETWEEN FACE OF LADDER RUNGS
FROM ONE LADDER TO THE OTHER
PER OSHA 1926.1053(x){13). - - -
t OF SEE NOTE 4 BELOW. ";,2 172' x 1 /�," -
1• DIAMETER LADDER _ -STEEL WR -
STEEL RUNG I FRONT WALT- INSIDE - , - -BRACE :ACH
1• -6• ELEVATOR SHAFT SIDE - SPACED
2 1/2' x 1/2• MAXIMUM AS NEEDED
STEEL BAR O.C.
VERIFY DEPTH OF v; -
4' HIGH x 7/16• CUP
ANGLE ANCHORED TO j o -
BEAM SO THAT 4 1/2• v} _
MINIMUM CLEARANCE I z
IS PROVIDED BETWEEN
THE FACE OF THE
LADDER RUNG AND THE A a.
ADJACENT STEEL BEAM °
_
FLANGE PER OSHA
1926.1053(x)(13) IFLOOR UNE-
STEEL BEAM
STRUCTURAL)
ATE
(x x 3' x APPROPRIATE 1VI
(x
LENGTH — -
ANGLE ) N CCUHP O R —
� - r
ELEVATOR PIT
FLOOR
Cgs- _ in
V -4' a
MINIMUM
CLEAR I
"All ELEVATION 1'_g• »B» VERTICAL SECTION
NOTES:
1. SEE 'GENERAL NOTES FOR ELEVATORS" ON SHEET A7.11 FOR ADDITIONAL REQUIREMENTS.
2. LADDERS SHALL COMPLY WITH ALL REQUIREMENTS OF OSHA REGULATONS (STANDARDS- 29CFR)
LADDERS- 1926.1053 AND ASME A17.1, SECTIONS 2.2.4 do 3.2.4.
3. PROVIDE AND LOCATE A LADDER IN THE PR BELOW EACH ELEVATOR CAB TO COMPLY WITH
ASME A17.1, SECTION 2.2.4 AND OSHA REGULATIONS (STANDARDS- 29CFR) LADDERS- 1926.1053.
SHALL MANUFACTURER WAS ALLOWED FOR
4• THE CONTRACTOR
CLEARANCE WITH N TH FOR THE LADDERS.
5. EACH LADDER AND ITS ATTACHMENTS SHALL BE DESIGNED AND INSTALLED TO BE CAPABLE OF
SUSTAINING A('M,I(NI)MUM LIVE LOAD OF 500 POUNDS, AND EACH SHALL COMPLY WITH OSHA
6. 1ALL STEM us1� ,11 0. CONSTRUCT AND ATTACH THE LADDERS SHALL BE GALVANIZED.
SECTION DETAIL PIT LADDER
f' NOT TO SCALE
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'; • APPROVED EQUAL
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°' - .: WATERPROOFING MFG'S CANT
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4
MFG'S FLASHING STRIP • •
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REMPROOF
250GC @ 90 MILS
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. _ ,• STRUCTURAL WATER STOP
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OR APPROVED EQUAL
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PROVIDE LAP IN ACCORDANCE
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MFG, REQUIREMENTS & STD. DET
LS
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PARATERMBAR
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PARASEAL LG;
. ,• • . • •
--- -� - - -- - - - -�
PERMANENT SEAM TAPE
BENTONITE SIDE
• • •
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i
AT LAP JOINTS
AGAINST CONCRETE
•..
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TREMDRAIN MAT
4
• s
5 SECTION DETAIL NOT USED
SECTION DETAIL
NOT USED
%
SECTION DETAIL
BOTTOM OF ELEVATOR PIT
Q SECTION DETAIL WATER PROTECTION AT PIT
SCALE 1 1/2"= l-(r
SCALE 1 112"= 1'-0'
/
SCALE.1 1/2"z 1' -0"
V SCALE: 11/2* = V_0"
9 SECTION DETAIL NOT USED
O SECTION DETAIL
NOT USED
SECTION DETAIL
1
NOT USED
SECTION DETAIL NOT USED
NOT TO SCALE
SCALE: 1"- 11-0"
SCALE I"- V-0"
SCALE: V- V-0"
•
Design Services
For The Built
Environment
0
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
0
G R E S H A M
S M I T A N D
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
I B26000797/LC26000381
SEAL: Kristin S. Herman -Druck
AR95172 ,
O'� Zi.
REVISION
I No. - Date - Revision I
ELEVATOR SECTION
DETAILS
A7.12
FILE: 9080a712.dgn
PROJECT: 29080.00
DATE: 12/14/2012
I
Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
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SEAL: Kristin S. Herman -Druck
AR95172 ,
O'� Zi.
REVISION
I No. - Date - Revision I
ELEVATOR SECTION
DETAILS
A7.12
FILE: 9080a712.dgn
PROJECT: 29080.00
DATE: 12/14/2012
I
Copyright 2012 Gresham, Smith and Partners. All Rights Reserved.
I
I
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