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1. ALL COMPONENTS ARE IS DESIGNCD ACCORDING TO THE FLORIDA BUILDING CODE 2004, LATEST EDITION.
2. ALL WELDING THICKNESS SHALL EE A MINIMUM OF 3/16" IN ACCORDANCE WITH AWS D1.11 USING EXX 70
ELECTRODES U.O.N. ON DETAILS.
3. CONTRACTOR TO REVIEW EXACT DIMENSION ON FIELD AND REPORT TO THE ENGINEER OF RECORD IF
THERE IS ANY DISCREPANCY.
4. ALL STEEL SECTIONS SHALT_ BE ACCORDING TO ASTM A -36. U.O.N. ON LIST OF COMPONENTS.
5. POST SPACING IS 4' -0" MAX. FOR STAIR GUARD RAIL.
6. MINIMUM DISTANCE FROM POST CENTER LINE TO CONCRETE SLAB EDGE IS 4 ".
7. CENTER LINES SPACING BETWEEN PICKETS IS 4" MAX.
8. DO NOT FIELD WELD NEAR EPDXY ANCHORS.
9. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS, FLOOR AND WALL CONDITIONS AT SITE BEFORE PROCEEDING
W/ THE WORK AND SHALL NOTIFY NATIONAL CONSULTING ENGINEERS (NCE) SHOULD ANY DISCREPANCIES BE
FOUND THAT MIGHT ALTER THE STRUCTURAL DESIGN OF THIS SYSTEM.
10. SUBCONTRACTOR TO VERIFY THE EXISTENCE OF ANY UTILITIES WHICH MAY INTERFERE WITH THIS
CONSTRUCTION AND SHALL NOTIFY NCE SHOULD ANY ALTERATION BE NECESSARY.
'11. NCE IS NOT RESPONSIBLE FOR CONSTRUCTION SAFETY AT SITE WHICH IS THE SUBCONTRACTOR'S RESPONSIBILITY.
- LIST OF COMPONENTS
FOR RAILING
#N0.
COMPONENT
MATERIAL
SECTION
1
FLOOR BEAM
STEEL ASTM A -992
4
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STEEL ASTM A -36
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STRINGER
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4' -0"
841.611
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3" 11/2"
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STEEL ASTM A-36
Date
05 -23 -10
Scale:
As Shown
SUPPORT
Job: NC10
028
Sheet Number
S1
L 411 X 4" X 114"
STEEL ASTM A -500
01 1/4"
11
TOP RAIL
GRADE 11B11
SCHED. 40
Fy = 42 Ksi
STEEL ASTM A -500
1/811 0 3/4"
12
PICKET
GRADE 11B"
_-
Fy = 42 Ksi
STEEL ASTM A-500
01 1/4"
13
BOTTOM RAIL
GRADE "B"
-i SCHED. 40
Fy = 42 Ksi
STEEL ASTM A -500
01 1/2"
14
POST
GRADE "B"
SCHED. 40
Fy = 42 Ksi
STEEL ASTM A -500
01 1/4"
15
HAND / WALL RAIL
!GRADE "B"
SCHED. 40
Fy = 42 Ksi
LANDING
IV ELEV.: +7' -0"
NOTE: SEE 3 /S1 FOR STAIR FRAMING PLAN
ICK. BENT
ASTM A -36
3/16" THICK. PLATE ASTM A -36.
SHALL BE CONNECTED AS PER
11211 STIFFENER TO
GROUND FLOOR FRAMING PLAN
SCALE: 1/8 " =1'
" THICK. PLATE ASTM A -36. STET
LL BE CONNECTED AS PER 2/S2
0110
6" 1/4" V
3/8" THICK. BENT
----- -
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B. SIRE VIEW
A. ELEVATION
SCALE:1 112"==
STAIR ELEVATION_
SCALE: 3/4 " =1'
LANDING
ELEV.: +7101,
SECOND FLOOR
_IVE +111 -811
J GROUND FLOOR
IV ELEV.: +0' -0"
M
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V U V V
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11' -6114" 8'- 21/4" 8' -2 1/4" 8'- 21/4" 8' -2114" 8' -21/4" 1, 411 111.811 ; J J
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8'- 21/4"
T- 21/4"
24' -0"
4' -0"
841.611
LANDING
IV ELEV.: +7' -0"
NOTE: SEE 3 /S1 FOR STAIR FRAMING PLAN
ICK. BENT
ASTM A -36
3/16" THICK. PLATE ASTM A -36.
SHALL BE CONNECTED AS PER
11211 STIFFENER TO
GROUND FLOOR FRAMING PLAN
SCALE: 1/8 " =1'
" THICK. PLATE ASTM A -36. STET
LL BE CONNECTED AS PER 2/S2
0110
6" 1/4" V
3/8" THICK. BENT
----- -
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ti CENTER BENT PLATE
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B. SIRE VIEW
A. ELEVATION
SCALE:1 112"==
STAIR ELEVATION_
SCALE: 3/4 " =1'
LANDING
ELEV.: +7101,
SECOND FLOOR
_IVE +111 -811
J GROUND FLOOR
IV ELEV.: +0' -0"
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8' -4" 8'- 21/4" 8'- 21/4" 8'- 21/4" 8'- 21/4" 1, 8'- 21/4" T- 21/4" -�. 241 -011 41 -011
84' -611
NOTE: SEE 4 /S1 FOR STAIR FRAMING PLAN � SECOND FLOOR FRAMING PLAN
1 SCALE: 1/8"=T N
SECOND FLOOR
<: a. ELEV.. +11' -811
STAIR ELEVATION
SCALE: 3/4 " =1'
44 TOCAr1Q V 41"- 101111
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ELEV.: +0' -0"
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SECOND FLOOR
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SECOND FLOOR STAIR FRAMING PLAN
SCALE: 1/2 " =1'
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ALE: 112 " =1'
SECOND FLOOR
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SCALE: 1/2 " =1'
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Date
05 -23 -10
Scale:
As Shown
Drawn: AG
Job: NC10
028
Sheet Number
S1
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