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IIAII Ilytll
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TrTTII 3/ I G" DIA�IOND PLATE nol"'�""Ims"" rrrrT, 3/ 1 G" DIAMOND PLATE NNN rrlrrr lllTNT TNTTlTllTTl TNTT TrrrTT TTTTTTT TlNNl WALLRaIL ~1W2 rrlrrr
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NOTES:
DESIGN LIMITED TO STEEL STAIR
AND RAILING.
ANY CORRECTIONS, INK MARKS, WHITE -OUT
OR STICK -ONS WILL VOID THESE DRAWINGS
AND CALCULATIONS
IIAII II[�II
7-4 3/8" LJ
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PLAN VIEW AT +70' -0 "LEVEL
F R
' 4 V 4 4• 4 Y •
PAG • • • v • Y • r • • •
• ..
L D.1 D � Y.. B ... A AA W.A. • STAIR # 2
• • r • • •
1.8 —
4 —
E_71 - - - - - -
7
9 — —
10
- - - - - - - - - -
STAIR # I
14 —
TYP. GARAGE FLOOR PLAN NORTH
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST DE VEKIFIED IN THE FIELD.
DO NOT SCALE THE DKAWING5, FOLLOW WRITTEN DIMENSIONS ONLY.
ANY DISCICErANCIE5 5HALL DE 6R01LJGHT TO THE ATTENTION OF THE
ENGINEEK rF,IOK TO rKOCEEDING WITH THE AFFECTED rAKT OF THE WORK.
THE STRUCTURE 15 DE51GNED TO 6E 5ELF SUrrOKTING AND STABLE AFTER
THE 6UILDING 15 COMrLE7E. IT 15 THE CONT"CTOR'5 KE5rON51151LITYTO
DETEKMINE ERECTION rKOCEDUICE5 AND SEQUENCES TO INSURE SAFETY
OF THE 6UILDING AND ITS COMrONENTS DUKING ERECTION.
DESIGN LOADS FOR RAILING:
The structural framing was design uSing the following 5urerlmposed loads.
I G 1.5.4.0 Railing
I G I 6,4.6. I Railings, stair- railin's and other similar 5afcguard5 Shall Ire
dc5igncd to re515t a load of 50 rounds rer (meal foot (74 kg/m) or a
concentrated load of 200 rounds (090 N) applied In any direction at
the toF of Such barrler5 at any location on the safeguard, whichever condition
Froduce5 the maximum 5tres5e5.
The reactlon5 and 5tre55e5 caused Illy the above referenced uniform and
concentrated I0ad5 Shall Ire considered not We acting 5lmultaneou5ly.
I G 1,5,4,G,2 Intermedlgte rails, balusters and Fanel fdler5 shall Ire de5lgned for
a uniform horizontal load of not Ie55 than 25 rounds pier square foot (1 197 ra)
over the gro55 area of the guard, including the area of any openmg5 In the guard,
of which they are a Fart without restriction by deflection. Reactlon5 resulting from
this loadlnq need not Ire added to the loading 5peclfied In � I G 17.4.G. I in
designing the main suFrortln&3 members of guards.
I 1- 4.26.3 Structural Strength. The structural Strength of gran Fars,
tub and Shower seats, fasteners, and mounting dcv+ces shall meet the
following 5reciflcation:
I 1- 4.2G.3(1) bending stress In a gran Far or Scat induced by the
maximum bending moment from the arnccation of 250 ibf (I 112N)`5hall be
Ie55 than the allowable stress for the material of the grab bar or Scat.
I 1- 4.26.3(2) Shear 5tre55 Induced in a grab bar or seat by the
arrllcatlon of 250 Ilrf (I 112N) Shall Ire Ie55 than the allowable shear
5tre55 for the material of the grab bar or Seat. If the connection
Vretween the grab bar or scat and Its mounting bracket or other 5urport
15 considered to be fully restrained, then direct and tor5lonal Shear
5tre55e5 5ha11 Ire totaled for the comblncd shear 5tre55, which shall
not exceed the allowable Shear stress.
I 1- 4.2G.3(3) Shear force induced In a fastener or mounting device
from the aryl cat on of 250 IV (I 112N) Shall Irc Ie55 than the
allowable lateral load of either the fastener or mounting device or the
5uFrortmg Structure, whichever 15 the 5mallcr allowable load,
I 1 - 4.X.3(4) Ten5lle force Induced in a fastener by a direct tension
force of 250 Ilrf (I 112N) FI1.15 the maximum moment from the application
of 250 Ibf ( I I 12N) shall Ire Ie55 thin the allowable withdrawal load
between the fastener and the SuFrortmaj structure.
11- 4.20.3(5) Grab bars Shall not rotate within their fittmg5.
FINISH: HOT - DIP - GALVANIZED
DESIGN LOADS FOR STAIR:
LL= 100.00 P5F. CITY OF SOUTH MIAM
STAIRTPfAD5 BUILDING DI=PT.
CONCENTRATED LOAD
LL. = 300.00 L135 CONCENTRATED LOAD T)RUCTUF'.r� .. �. CTtON
�,�-� ,•� y:
N 1h'�`"' � 'ik� .�.,L:.;arai+•rsx�,� "a1 tJ � !�'j •� � l _
DETAIL NOTE5:
-ALL 5ECTION5 AND DETAILS ARE AT THE DRAWING M1 -13. 10
RAILING NOTES:
WELDING ELECTRODES - AWS E -70XX
-2" X I "X I /8 STEEL TUBE FOR TOP CORD
-'I 12"X 1 " STEEL FLAT BAR FOR MIDDLE * 60TT. CHORD
- I 112"X I 1/2"X3/1 G" STEEL RAILINGS FOR P05T
- 1 112" O O.D. STEEL HANDRAILS
112"X 112" PICKET5 SOLID BAR.
GUARDRAIL DESIGN IN ACCORDANCE WITH LOADING
REQUIREMENT OF 1`6C.
- G.W.S. TO FIELD VERIFY ALL DIMENSION DEFORE
FABRICATION.
STRUCTURAL NOTE5:
- WELDING ELECTRODES - AW5 E -70XX
- STRUCTURAL STEEL "MCI' * "C" SHAPES A5TM AG
- STRUCTURAL STEEL "L" SHAPES A5TM AG
- OTHER STEELS CONFORM -TO A5TM A3G
- CONNECTION BOLTS - ASTM A 325
- G.W.S. FIELD VERIFY ALL DIMENSIONS BEFORE
F,
3 5PC @ 1'-2"
I
11
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4 I/2
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3/ 1 G" DIAMOND PLATE rrrrTTTrTTTrrrll
' ^ NTTTTTTTNTTli Tll
u ! rTlrrlrrlrTTrlrrl Ln
I TllllTTTlTlTNTTT I
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WALLRAIL ~1 W2
- TYP. EL. +20' -0"
THRU EL. +GO' -0"
"All
IT
PLAN VIEW AT + 15-0" THRU 55' -O "LEV [yi,- -- ._ .----
NOTES:
DESIGN LIMITED TO STEEL STAIR
AND RAILING.
ANY CORRECTIONS, INK MARKS, WHITE -OUT
OR STICK -ONS WILL VOID THESE DRAWINGS
AND CALCULATIONS
IIAII II[�II
7-4 3/8" LJ
NZ
�- RAILING --1 R5 u
' I F="
3/1 G" DIAMOND PLATE TrrTT
rrNrNrr
TTTTTTNNN
TTTTNTT TT�rTTITTl
rrrTTrlrTrrrTrrrrr
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IIAII IIBII
PLAN VIEW AT +70' -0 "LEVEL
F R
' 4 V 4 4• 4 Y •
PAG • • • v • Y • r • • •
• ..
L D.1 D � Y.. B ... A AA W.A. • STAIR # 2
• • r • • •
1.8 —
4 —
E_71 - - - - - -
7
9 — —
10
- - - - - - - - - -
STAIR # I
14 —
TYP. GARAGE FLOOR PLAN NORTH
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST DE VEKIFIED IN THE FIELD.
DO NOT SCALE THE DKAWING5, FOLLOW WRITTEN DIMENSIONS ONLY.
ANY DISCICErANCIE5 5HALL DE 6R01LJGHT TO THE ATTENTION OF THE
ENGINEEK rF,IOK TO rKOCEEDING WITH THE AFFECTED rAKT OF THE WORK.
THE STRUCTURE 15 DE51GNED TO 6E 5ELF SUrrOKTING AND STABLE AFTER
THE 6UILDING 15 COMrLE7E. IT 15 THE CONT"CTOR'5 KE5rON51151LITYTO
DETEKMINE ERECTION rKOCEDUICE5 AND SEQUENCES TO INSURE SAFETY
OF THE 6UILDING AND ITS COMrONENTS DUKING ERECTION.
DESIGN LOADS FOR RAILING:
The structural framing was design uSing the following 5urerlmposed loads.
I G 1.5.4.0 Railing
I G I 6,4.6. I Railings, stair- railin's and other similar 5afcguard5 Shall Ire
dc5igncd to re515t a load of 50 rounds rer (meal foot (74 kg/m) or a
concentrated load of 200 rounds (090 N) applied In any direction at
the toF of Such barrler5 at any location on the safeguard, whichever condition
Froduce5 the maximum 5tres5e5.
The reactlon5 and 5tre55e5 caused Illy the above referenced uniform and
concentrated I0ad5 Shall Ire considered not We acting 5lmultaneou5ly.
I G 1,5,4,G,2 Intermedlgte rails, balusters and Fanel fdler5 shall Ire de5lgned for
a uniform horizontal load of not Ie55 than 25 rounds pier square foot (1 197 ra)
over the gro55 area of the guard, including the area of any openmg5 In the guard,
of which they are a Fart without restriction by deflection. Reactlon5 resulting from
this loadlnq need not Ire added to the loading 5peclfied In � I G 17.4.G. I in
designing the main suFrortln&3 members of guards.
I 1- 4.26.3 Structural Strength. The structural Strength of gran Fars,
tub and Shower seats, fasteners, and mounting dcv+ces shall meet the
following 5reciflcation:
I 1- 4.2G.3(1) bending stress In a gran Far or Scat induced by the
maximum bending moment from the arnccation of 250 ibf (I 112N)`5hall be
Ie55 than the allowable stress for the material of the grab bar or Scat.
I 1- 4.26.3(2) Shear 5tre55 Induced in a grab bar or seat by the
arrllcatlon of 250 Ilrf (I 112N) Shall Ire Ie55 than the allowable shear
5tre55 for the material of the grab bar or Seat. If the connection
Vretween the grab bar or scat and Its mounting bracket or other 5urport
15 considered to be fully restrained, then direct and tor5lonal Shear
5tre55e5 5ha11 Ire totaled for the comblncd shear 5tre55, which shall
not exceed the allowable Shear stress.
I 1- 4.2G.3(3) Shear force induced In a fastener or mounting device
from the aryl cat on of 250 IV (I 112N) Shall Irc Ie55 than the
allowable lateral load of either the fastener or mounting device or the
5uFrortmg Structure, whichever 15 the 5mallcr allowable load,
I 1 - 4.X.3(4) Ten5lle force Induced in a fastener by a direct tension
force of 250 Ilrf (I 112N) FI1.15 the maximum moment from the application
of 250 Ibf ( I I 12N) shall Ire Ie55 thin the allowable withdrawal load
between the fastener and the SuFrortmaj structure.
11- 4.20.3(5) Grab bars Shall not rotate within their fittmg5.
FINISH: HOT - DIP - GALVANIZED
DESIGN LOADS FOR STAIR:
LL= 100.00 P5F. CITY OF SOUTH MIAM
STAIRTPfAD5 BUILDING DI=PT.
CONCENTRATED LOAD
LL. = 300.00 L135 CONCENTRATED LOAD T)RUCTUF'.r� .. �. CTtON
�,�-� ,•� y:
N 1h'�`"' � 'ik� .�.,L:.;arai+•rsx�,� "a1 tJ � !�'j •� � l _
DETAIL NOTE5:
-ALL 5ECTION5 AND DETAILS ARE AT THE DRAWING M1 -13. 10
RAILING NOTES:
WELDING ELECTRODES - AWS E -70XX
-2" X I "X I /8 STEEL TUBE FOR TOP CORD
-'I 12"X 1 " STEEL FLAT BAR FOR MIDDLE * 60TT. CHORD
- I 112"X I 1/2"X3/1 G" STEEL RAILINGS FOR P05T
- 1 112" O O.D. STEEL HANDRAILS
112"X 112" PICKET5 SOLID BAR.
GUARDRAIL DESIGN IN ACCORDANCE WITH LOADING
REQUIREMENT OF 1`6C.
- G.W.S. TO FIELD VERIFY ALL DIMENSION DEFORE
FABRICATION.
STRUCTURAL NOTE5:
- WELDING ELECTRODES - AW5 E -70XX
- STRUCTURAL STEEL "MCI' * "C" SHAPES A5TM AG
- STRUCTURAL STEEL "L" SHAPES A5TM AG
- OTHER STEELS CONFORM -TO A5TM A3G
- CONNECTION BOLTS - ASTM A 325
- G.W.S. FIELD VERIFY ALL DIMENSIONS BEFORE
F,
3 5PC @ 1'-2"
11
IIBII
4 I/2
A II
"All II
X5
N
L 4X4 3/8
O-
--
r
- - --
- - --
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E
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G4'- 1
1
13/1
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m
CL
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x
x
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X
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- - - - -- - - - - --
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--------- - - - - --
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X 5�
- - - - -- - - - - --
- - - .
- - - - - - --
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STEEL PLAN VIEW AT +70' -0 "LEVEL
N
lSi
I
C\
II
V
W
l(i
,s,
DN UP
O in
I
U —1
RAILING -1R2 RAILING -1R3 —
N TrrTT CV
T�TNTINTl
3/ 1 G" DIAMOND PLATE rrrrTTTrTTTrrrll
' ^ NTTTTTTTNTTli Tll
u ! rTlrrlrrlrTTrlrrl Ln
I TllllTTTlTlTNTTT I
V
WALLRAIL ~1 W2
- TYP. EL. +20' -0"
THRU EL. +GO' -0"
"All
IT
PLAN VIEW AT + 15-0" THRU 55' -O "LEV [yi,- -- ._ .----
NOTES:
DESIGN LIMITED TO STEEL STAIR
AND RAILING.
ANY CORRECTIONS, INK MARKS, WHITE -OUT
OR STICK -ONS WILL VOID THESE DRAWINGS
AND CALCULATIONS
IIAII II[�II
7-4 3/8" LJ
NZ
�- RAILING --1 R5 u
' I F="
3/1 G" DIAMOND PLATE TrrTT
rrNrNrr
TTTTTTNNN
TTTTNTT TT�rTTITTl
rrrTTrlrTrrrTrrrrr
EL. +70'-0" TTfTTTTT JTNTTT
IIAII IIBII
PLAN VIEW AT +70' -0 "LEVEL
F R
' 4 V 4 4• 4 Y •
PAG • • • v • Y • r • • •
• ..
L D.1 D � Y.. B ... A AA W.A. • STAIR # 2
• • r • • •
1.8 —
4 —
E_71 - - - - - -
7
9 — —
10
- - - - - - - - - -
STAIR # I
14 —
TYP. GARAGE FLOOR PLAN NORTH
STRUCTURAL NOTES
GENERAL NOTES:
ALL DIMENSIONS AND CONDITIONS MUST DE VEKIFIED IN THE FIELD.
DO NOT SCALE THE DKAWING5, FOLLOW WRITTEN DIMENSIONS ONLY.
ANY DISCICErANCIE5 5HALL DE 6R01LJGHT TO THE ATTENTION OF THE
ENGINEEK rF,IOK TO rKOCEEDING WITH THE AFFECTED rAKT OF THE WORK.
THE STRUCTURE 15 DE51GNED TO 6E 5ELF SUrrOKTING AND STABLE AFTER
THE 6UILDING 15 COMrLE7E. IT 15 THE CONT"CTOR'5 KE5rON51151LITYTO
DETEKMINE ERECTION rKOCEDUICE5 AND SEQUENCES TO INSURE SAFETY
OF THE 6UILDING AND ITS COMrONENTS DUKING ERECTION.
DESIGN LOADS FOR RAILING:
The structural framing was design uSing the following 5urerlmposed loads.
I G 1.5.4.0 Railing
I G I 6,4.6. I Railings, stair- railin's and other similar 5afcguard5 Shall Ire
dc5igncd to re515t a load of 50 rounds rer (meal foot (74 kg/m) or a
concentrated load of 200 rounds (090 N) applied In any direction at
the toF of Such barrler5 at any location on the safeguard, whichever condition
Froduce5 the maximum 5tres5e5.
The reactlon5 and 5tre55e5 caused Illy the above referenced uniform and
concentrated I0ad5 Shall Ire considered not We acting 5lmultaneou5ly.
I G 1,5,4,G,2 Intermedlgte rails, balusters and Fanel fdler5 shall Ire de5lgned for
a uniform horizontal load of not Ie55 than 25 rounds pier square foot (1 197 ra)
over the gro55 area of the guard, including the area of any openmg5 In the guard,
of which they are a Fart without restriction by deflection. Reactlon5 resulting from
this loadlnq need not Ire added to the loading 5peclfied In � I G 17.4.G. I in
designing the main suFrortln&3 members of guards.
I 1- 4.26.3 Structural Strength. The structural Strength of gran Fars,
tub and Shower seats, fasteners, and mounting dcv+ces shall meet the
following 5reciflcation:
I 1- 4.2G.3(1) bending stress In a gran Far or Scat induced by the
maximum bending moment from the arnccation of 250 ibf (I 112N)`5hall be
Ie55 than the allowable stress for the material of the grab bar or Scat.
I 1- 4.26.3(2) Shear 5tre55 Induced in a grab bar or seat by the
arrllcatlon of 250 Ilrf (I 112N) Shall Ire Ie55 than the allowable shear
5tre55 for the material of the grab bar or Seat. If the connection
Vretween the grab bar or scat and Its mounting bracket or other 5urport
15 considered to be fully restrained, then direct and tor5lonal Shear
5tre55e5 5ha11 Ire totaled for the comblncd shear 5tre55, which shall
not exceed the allowable Shear stress.
I 1- 4.2G.3(3) Shear force induced In a fastener or mounting device
from the aryl cat on of 250 IV (I 112N) Shall Irc Ie55 than the
allowable lateral load of either the fastener or mounting device or the
5uFrortmg Structure, whichever 15 the 5mallcr allowable load,
I 1 - 4.X.3(4) Ten5lle force Induced in a fastener by a direct tension
force of 250 Ilrf (I 112N) FI1.15 the maximum moment from the application
of 250 Ibf ( I I 12N) shall Ire Ie55 thin the allowable withdrawal load
between the fastener and the SuFrortmaj structure.
11- 4.20.3(5) Grab bars Shall not rotate within their fittmg5.
FINISH: HOT - DIP - GALVANIZED
DESIGN LOADS FOR STAIR:
LL= 100.00 P5F. CITY OF SOUTH MIAM
STAIRTPfAD5 BUILDING DI=PT.
CONCENTRATED LOAD
LL. = 300.00 L135 CONCENTRATED LOAD T)RUCTUF'.r� .. �. CTtON
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N 1h'�`"' � 'ik� .�.,L:.;arai+•rsx�,� "a1 tJ � !�'j •� � l _
DETAIL NOTE5:
-ALL 5ECTION5 AND DETAILS ARE AT THE DRAWING M1 -13. 10
RAILING NOTES:
WELDING ELECTRODES - AWS E -70XX
-2" X I "X I /8 STEEL TUBE FOR TOP CORD
-'I 12"X 1 " STEEL FLAT BAR FOR MIDDLE * 60TT. CHORD
- I 112"X I 1/2"X3/1 G" STEEL RAILINGS FOR P05T
- 1 112" O O.D. STEEL HANDRAILS
112"X 112" PICKET5 SOLID BAR.
GUARDRAIL DESIGN IN ACCORDANCE WITH LOADING
REQUIREMENT OF 1`6C.
- G.W.S. TO FIELD VERIFY ALL DIMENSION DEFORE
FABRICATION.
STRUCTURAL NOTE5:
- WELDING ELECTRODES - AW5 E -70XX
- STRUCTURAL STEEL "MCI' * "C" SHAPES A5TM AG
- STRUCTURAL STEEL "L" SHAPES A5TM AG
- OTHER STEELS CONFORM -TO A5TM A3G
- CONNECTION BOLTS - ASTM A 325
- G.W.S. FIELD VERIFY ALL DIMENSIONS BEFORE
F,