08-84-0024
MIN EXT CLR 2 -0 II OPTION: THRESHOLD FLASHING
TO FILL GAP - ATTACH W/TS
MIN INT CL I'-6° W /(4) 10XI 1/2" SCREWS
VA50 EXTERIOR GRADE
ABOVE KTERIC R W tADE
I I -
TYPICAL ANGLE BRACING C 3x5 -1
11/4" X 11/4" X 1 /6" i 5,_5„ I `n
5' -5" P.T. 2 X 8 FASTEN RAILING AT EACH -
DECKING TUBE 2 1/2 X 2 1/2" 12 GA I I a
I
I
I
M
3X
I
I
i
I
I
3/S" BAR x'4 GA. 3/8' BAR x 14 GA.
I
I
I _
I 3/16 3�i�3jlb�
00 CO CO
T
C 3X5
I v
I
�
_
BO
XTER OR E
5/6" H.S. BOLT -
BASE AD
C 3X5 — — — — - - - - - - -1 e
— — — — — — — — — — — — — — — — — — — — -' —
I II 11 11 11 3),s
I -
I 2x2 TUBE 1 I MAX SLOPE 1:12 lT PICAL) 2x2 TUBE I
I I
11 t 1:20 FOR PRE KI 4ACLITIES I 6„ i
I 11 11 I
I II 11 II I I
_ __ I
- - - -- - - -- -- C 3X5 - - - - -- -� -- - - --
I - - - -- TYPICAL DOWN
I 1 1 I I 1 1 j r PER DET 12' ( +l -I O.C.
2x2 TUBE EACH SID
ILI
I 11 II II I
it II II I
1 - -- - -- - - - - -J
- -- - - - -- -- G 3X5
M14 6' -0" (MIN)
RAMP LENGTH
BOTTOM LANDING
B A SITE, INSTALLED
BY OTHERS
TYPICAL PLAN OF HANDICAP RAMP
WITH PLATFORMS & SWITCHBACKS
SCALE: 1/4" = 1' -0" not to exceed 36-0"
- I" X 2" TUBE 14 GA
- 11/2" PIPE
HANDRAIL
- 3/8" .BAR x 14 GA.
7-<3/I6
-TUBE 2 1/2 X 2 1/2" 12 GA
1" x 2" BAR (typ).
3/4 "X3/4" ROD 14 GA
e All O.C.
-<3/16
7h
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I
I
- I" X 2" TUBE 14 GA
-
11/21, PIPE
HANDRAIL
- 3/8" BAR x 14 GA
-3/16
TUBE 2 1/2 X 2 1/2" 12 GA
1 "x 2" BAR(typ),
- 3/4 "X3/4" ROD 14 GA
a 4" O.G.
C 3 x 5 2X8 P.T. DECKING
2 ANGLE FASTENED TO 624 TUBE
EDGE PROTECTION W/ 14 TEK SCREWS TWO PER BOAR
x 2" x2" TUBE 14 GA.
2 I/2" x2 I/2" TUBE POST 11 %J 5/8" H.S. BOLT —� WELDED t0 C 3x5 BEYOr
I
�C3x5 1 3/16
2" ANGLE 2X8 P.T. DECKING 1 3/16
EDGE PROTECTION FASTENED TO 82x2 TUBE I
/ 14 TEK SCREWS TWO PER BOARD - f 2 1/2" x2 1/2" TUBE POST 12 GA.
2" 4" TUBE 14 GA I BASE AD
WELDED TO C 3x5 BEYOND - I
I
SECTION A
SCALE: 3/4" = 1' -0"
I I
I '
III' -6" I `n
I I
I
(, 5' -5" -
STAIR PLAN
SCALE: 1/4" =1' -0"
(2) 5/16" X 4" LONG LAG
SCREWS TO BUILDIWG
IX21,
TUBE (TYP)
HAND RAIL
ENCLOSE RISERS
1,11" 1,1'40" I,
EARTH e
ANCHOR -
fn
STAIRS
2 "xb" TUBE 1" RISERS
II" TREADS
LANDING STAIR SIDE ELEVATION
SCALE: 1/4" = 1' -0"
I
SECTION e
SCALE: 3/4" = 1' -0"
M
I
TO FILL GAP ATTACH W/TS
W /(4) "10X1 1/2 SCREWS
$
I
MIN INT CLR
3/S" BAR x'4 GA. 3/8' BAR x 14 GA.
I
4; ..
I 3/16 3�i�3jlb�
00 CO CO
0"
C
1
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BO
XTER OR E
I
-6
V
3/16
1 3/16 6
1
o in
z
O
Y ABOVE
s 4" O:C. @ 4" or-
B
-
-
I
i I' X 2" SQ TUBE (tv). IN X 2" SQ TUBE (tv). -�
I C 3X5
I -
�-C3x5 03x5\
/ Lr_ STEEL STAIR STEEL STAIR -7 N
1 1/4" X 11/4" X 1/8"
O
Wo(/)zO
I
5/6" H.S. BOLT -
BASE AD
C 3X5 — — — — - - - - - - -1 e
— — — — — — — — — — — — — — — — — — — — -' —
I II 11 11 11 3),s
I -
I 2x2 TUBE 1 I MAX SLOPE 1:12 lT PICAL) 2x2 TUBE I
I I
11 t 1:20 FOR PRE KI 4ACLITIES I 6„ i
I 11 11 I
I II 11 II I I
_ __ I
- - - -- - - -- -- C 3X5 - - - - -- -� -- - - --
I - - - -- TYPICAL DOWN
I 1 1 I I 1 1 j r PER DET 12' ( +l -I O.C.
2x2 TUBE EACH SID
ILI
I 11 II II I
it II II I
1 - -- - -- - - - - -J
- -- - - - -- -- G 3X5
M14 6' -0" (MIN)
RAMP LENGTH
BOTTOM LANDING
B A SITE, INSTALLED
BY OTHERS
TYPICAL PLAN OF HANDICAP RAMP
WITH PLATFORMS & SWITCHBACKS
SCALE: 1/4" = 1' -0" not to exceed 36-0"
- I" X 2" TUBE 14 GA
- 11/2" PIPE
HANDRAIL
- 3/8" .BAR x 14 GA.
7-<3/I6
-TUBE 2 1/2 X 2 1/2" 12 GA
1" x 2" BAR (typ).
3/4 "X3/4" ROD 14 GA
e All O.C.
-<3/16
7h
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- I" X 2" TUBE 14 GA
-
11/21, PIPE
HANDRAIL
- 3/8" BAR x 14 GA
-3/16
TUBE 2 1/2 X 2 1/2" 12 GA
1 "x 2" BAR(typ),
- 3/4 "X3/4" ROD 14 GA
a 4" O.G.
C 3 x 5 2X8 P.T. DECKING
2 ANGLE FASTENED TO 624 TUBE
EDGE PROTECTION W/ 14 TEK SCREWS TWO PER BOAR
x 2" x2" TUBE 14 GA.
2 I/2" x2 I/2" TUBE POST 11 %J 5/8" H.S. BOLT —� WELDED t0 C 3x5 BEYOr
I
�C3x5 1 3/16
2" ANGLE 2X8 P.T. DECKING 1 3/16
EDGE PROTECTION FASTENED TO 82x2 TUBE I
/ 14 TEK SCREWS TWO PER BOARD - f 2 1/2" x2 1/2" TUBE POST 12 GA.
2" 4" TUBE 14 GA I BASE AD
WELDED TO C 3x5 BEYOND - I
I
SECTION A
SCALE: 3/4" = 1' -0"
I I
I '
III' -6" I `n
I I
I
(, 5' -5" -
STAIR PLAN
SCALE: 1/4" =1' -0"
(2) 5/16" X 4" LONG LAG
SCREWS TO BUILDIWG
IX21,
TUBE (TYP)
HAND RAIL
ENCLOSE RISERS
1,11" 1,1'40" I,
EARTH e
ANCHOR -
fn
STAIRS
2 "xb" TUBE 1" RISERS
II" TREADS
LANDING STAIR SIDE ELEVATION
SCALE: 1/4" = 1' -0"
I
SECTION e
SCALE: 3/4" = 1' -0"
5/8" H.S. BOLT —" i 3 1-1/8"
DGE PROTECTION 3A6
3116 3
I
I
1 I/2" x2 1/2' TUBE POST 12 GA, 2 1/2' x2 VV TUBE POST 12 GA.
I
N 1 BAABS6PAD
I
I
SECTION THRU STAIR HANDRAIL BOTH SIDES
crer F•'U1 "= t'.n"
OPTION: THRESHOLD FLASHING
M
IN X 2' TUE 14 GA IN X 2' TUBE 14 GA. -�
11/2N PIPE 11/2' PIPE
CIA HANDRAIL HANDRAIL —�
TO FILL GAP ATTACH W/TS
W /(4) "10X1 1/2 SCREWS
°_
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0
MIN INT CLR
3/S" BAR x'4 GA. 3/8' BAR x 14 GA.
00 CO
to@
4; ..
I 3/16 3�i�3jlb�
00 CO CO
0"
3/16
TUBE 2 1/2 X 21/2' 12 GA, TUBE 2 V1 X 2 I/2" 12 GA.- -�
U
TYPICAL DOWN
IN X 2" $a TUBE (tV). IN X 2" $a TUBE Ryp). -�
BO
XTER OR E
I
-6
V
3/16
1 3/16 6
ter' •�� i !1 •S�J a• n
3/4 "X3/4' ROD 14 GA. 3 /4'X3 /4' ROD 14 GA. -�
z
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s 4" O:C. @ 4" or-
B
-
-
I
i I' X 2" SQ TUBE (tv). IN X 2" SQ TUBE (tv). -�
I C 3X5
I -
�-C3x5 03x5\
/ Lr_ STEEL STAIR STEEL STAIR -7 N
5/8" H.S. BOLT —" i 3 1-1/8"
DGE PROTECTION 3A6
3116 3
I
I
1 I/2" x2 1/2' TUBE POST 12 GA, 2 1/2' x2 VV TUBE POST 12 GA.
I
N 1 BAABS6PAD
I
I
SECTION THRU STAIR HANDRAIL BOTH SIDES
crer F•'U1 "= t'.n"
OPTION: THRESHOLD FLASHING
NEA IDE AND FAR51DE
2X8 P.T. DECKING
FASTENED TO 024 TUBE
W/ 14 TEK SCREWS TWO PER BOARD
2 "x2" TUBE 14 GA.
TIE DOWN STRAP
FASTENED TO TUBE
W/ 1/2 "x2" TROUGH BOLT
FASTEN TIE DOWN
STRRP TO EARTH ANCHOR
• W/ 1/2 "4-1/2" TROUGH BOLT
EARTH ANCHOR
I EA POST SPACED
e 12' -0" O.C.
MIN, CAPACITY
1600" 1ANCHOR
ANCHOR DETAIL 2
SCALE: 3/4" = 1'4'
4 X 3 X 3/8" PLATE
_^ 5/8" H,S. BOLT -�
$ G
2 1/2 X 2 1/2" TUBING 14 GA. J
5/8" H.S. BOLT I
C
2 X 2" TUBING
12 GA I
5/8" 14.0. BOLT c�
BASE
I
I
I
ABS PAD
BASE
DETAIL
SCALE: 3/4" = 1' -0"
1/2 X 2 1/2" TUBING 12 GA.
`rl LTS 2 1/2 x 2 1/2 x 14 G�
TYPICAL ANGLE BRACING
11/4" X 11/4" X 1/8"
Noo HANDICAP RAMP SIDE ELEVATION
NOTE:
I. DESIGN LIVE LOAD = 100 PSF
2. HANDRAILS AND GUARDRAILS DESIGNED IN ACCORDANCE
WITH THE LOADING INDICATED IN SECTION II -4263 160.1:1 - 1601.'1.1 -OF
THE FLORIDA BUILDING CODE - 2004
3. RAILING PATTERN IS SO AS TO PREVENT A 4" SPHERE FROM PASSING THROUGH
C
C'-1,
LJ
T/5 RAMPS:
RAMP RAMP WIDTH■ 5' -0"
L.L • 100PSF
TS 24 14 GA.
W =100PSF (100X433)/3 =144 OFT
1 BXIf III 210 K -FT 2 6X12'
(A) C3X5 5 =1.24 FD 124 ■ 25 KSI
N (B) TS DOX14GA T =.015 t =015
S= 2 k I FY- �Ka
P
J015X/85X2X.% = 36
P=1444XI221 =1.1"
4161' M'4 i4 -'1.98
2 i FB =Imn ■660 KG
TRY 2; X2' X14 GA
S. 29X.015X2 ■J6
�. -- 6
1 2X235X.015XI21' ■ 168
FB ■�� =35"�
WAND RAIL
M ■200X35.100""
250 100X12 _
FD= 36 _23 0 1134.50 -K
TS 24XI2 GA. FOR RAMP TO REMAIN AT 15 GROSS
"' MEMBEROPOST(B)HAS TO BE
TS 2 -1/2 X 2 -1/2 12GA FY =46
PLAN CF LAND INCA 4 PLATT -ORM
TUBE. (A) .
W= 105X_4 =420'x'
M • 62 X0154.
1890
36
R =126
S. (0 60154■.9
1b5X2X 015X2.96'= 333
� FB =616X4 =212
PLATFORM OK
T46 INTERPRISES (OUTSIDE RAMPS)
DADE COUNTY (ASCE 1 -02)
BASIC WIND SPEED P150 M.P.H.
- EXPOSURE D CATEGORY I
_ r•ra� rr ---
KZT■ 1.0 KD •.95
KZ--103
F=.00256XII03X.95XI5d X.11
F =44 PSF
P =FN3i4(GCF'F) (GCPI)14
GCPF ■ 169
GCPN ■55
P■44Xi24.54bPSF UP LIFT
RAMP D L■6PSF
bDL+W ■3b- 5416.51 PSF NET UPLIFT
EARTH ANCHOR WILL BE SPACED 6 12' -0"
UP LIFT /ANCHOR =51XI2X f =1530'
FOR-110 MPH FZ = -( ) X5416) ■29.4- 3b■25.1PSF
12OMPH F ■ 34.9 -3b ■ 313PSF
13OMPH FZ ■41- 3f6■31APSF
140MPH FZ= 415- 3b=44PSF
150MPW FZ =540- 316 =50.4PSF
FB=1b9X12 =6.8'0
333
F5=6bX4 =212
PLATFORM O.K.
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MIN EXT CLR 2' -0"
TO FILL GAP ATTACH W/TS
W /(4) "10X1 1/2 SCREWS
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MIN INT CLR
a
00 CO
to@
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00 CO CO
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U
TYPICAL DOWN
DRAWN:
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PER OE ! 12' l +l -) O.C.
V
I - - - - 30� -
ter' •�� i !1 •S�J a• n
EACH SID
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TER OR GRADE
J
TYPICAL ANGLE BRACING
zU
I C 3X5
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1 1/4" X 11/4" X 1/8"
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P.T. 2 X 8 FASTEN RAILING TO EACH
DECKING
I
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TUBE 2 1/2 X 2 1/2" 12 GA.
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ICA)
I I
1 Ln
1 :20 FOR PRE K
IL TIES
I I
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I I
II II II
2 "x2" TUBE
II
I
1
I
L - -- -
- -- - - -- --- - - - - -- ---- - - - - -- --- - - - - --
- - -
C 3X5
6' -0"
TYPICAL RAMP SECTION MFG0 IN 6'-0' SECTIONS
TYPICAL DOWN
A
PER DET 12' ( +l -) O.C.
BOTTOM LANDING
B
EACH $ID
SITE, INSTALLED
A
-
1
BY OTHERS
- TYPICAL PLAN OF HANDICAP RAMP
& DECK LAYOUT 30 MAX RISE - NO SWITCHBACKS
SCALE: 1/4" = 1' 4"
NEA IDE AND FAR51DE
2X8 P.T. DECKING
FASTENED TO 024 TUBE
W/ 14 TEK SCREWS TWO PER BOARD
2 "x2" TUBE 14 GA.
TIE DOWN STRAP
FASTENED TO TUBE
W/ 1/2 "x2" TROUGH BOLT
FASTEN TIE DOWN
STRRP TO EARTH ANCHOR
• W/ 1/2 "4-1/2" TROUGH BOLT
EARTH ANCHOR
I EA POST SPACED
e 12' -0" O.C.
MIN, CAPACITY
1600" 1ANCHOR
ANCHOR DETAIL 2
SCALE: 3/4" = 1'4'
4 X 3 X 3/8" PLATE
_^ 5/8" H,S. BOLT -�
$ G
2 1/2 X 2 1/2" TUBING 14 GA. J
5/8" H.S. BOLT I
C
2 X 2" TUBING
12 GA I
5/8" 14.0. BOLT c�
BASE
I
I
I
ABS PAD
BASE
DETAIL
SCALE: 3/4" = 1' -0"
1/2 X 2 1/2" TUBING 12 GA.
`rl LTS 2 1/2 x 2 1/2 x 14 G�
TYPICAL ANGLE BRACING
11/4" X 11/4" X 1/8"
Noo HANDICAP RAMP SIDE ELEVATION
NOTE:
I. DESIGN LIVE LOAD = 100 PSF
2. HANDRAILS AND GUARDRAILS DESIGNED IN ACCORDANCE
WITH THE LOADING INDICATED IN SECTION II -4263 160.1:1 - 1601.'1.1 -OF
THE FLORIDA BUILDING CODE - 2004
3. RAILING PATTERN IS SO AS TO PREVENT A 4" SPHERE FROM PASSING THROUGH
C
C'-1,
LJ
T/5 RAMPS:
RAMP RAMP WIDTH■ 5' -0"
L.L • 100PSF
TS 24 14 GA.
W =100PSF (100X433)/3 =144 OFT
1 BXIf III 210 K -FT 2 6X12'
(A) C3X5 5 =1.24 FD 124 ■ 25 KSI
N (B) TS DOX14GA T =.015 t =015
S= 2 k I FY- �Ka
P
J015X/85X2X.% = 36
P=1444XI221 =1.1"
4161' M'4 i4 -'1.98
2 i FB =Imn ■660 KG
TRY 2; X2' X14 GA
S. 29X.015X2 ■J6
�. -- 6
1 2X235X.015XI21' ■ 168
FB ■�� =35"�
WAND RAIL
M ■200X35.100""
250 100X12 _
FD= 36 _23 0 1134.50 -K
TS 24XI2 GA. FOR RAMP TO REMAIN AT 15 GROSS
"' MEMBEROPOST(B)HAS TO BE
TS 2 -1/2 X 2 -1/2 12GA FY =46
PLAN CF LAND INCA 4 PLATT -ORM
TUBE. (A) .
W= 105X_4 =420'x'
M • 62 X0154.
1890
36
R =126
S. (0 60154■.9
1b5X2X 015X2.96'= 333
� FB =616X4 =212
PLATFORM OK
T46 INTERPRISES (OUTSIDE RAMPS)
DADE COUNTY (ASCE 1 -02)
BASIC WIND SPEED P150 M.P.H.
- EXPOSURE D CATEGORY I
_ r•ra� rr ---
KZT■ 1.0 KD •.95
KZ--103
F=.00256XII03X.95XI5d X.11
F =44 PSF
P =FN3i4(GCF'F) (GCPI)14
GCPF ■ 169
GCPN ■55
P■44Xi24.54bPSF UP LIFT
RAMP D L■6PSF
bDL+W ■3b- 5416.51 PSF NET UPLIFT
EARTH ANCHOR WILL BE SPACED 6 12' -0"
UP LIFT /ANCHOR =51XI2X f =1530'
FOR-110 MPH FZ = -( ) X5416) ■29.4- 3b■25.1PSF
12OMPH F ■ 34.9 -3b ■ 313PSF
13OMPH FZ ■41- 3f6■31APSF
140MPH FZ= 415- 3b=44PSF
150MPW FZ =540- 316 =50.4PSF
FB=1b9X12 =6.8'0
333
F5=6bX4 =212
PLATFORM O.K.
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STRUCTURAL STEEL NOTES Q
I. STRUCTURAL STEEL A -36 PER AISC.02 �--
2. WELDS E -10XX PER 01.1
W
3. STEEL PIPE AND TUBING PER ASTM A53 4 A500.
GRADE B. z
4. TOP HANDRAIL DESIGNED FOR 2500 IN ANY ^
DIRECTION OR LOCATION
z
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Cn J C.0 �
W m (0 Q
BASED ON 2004 FLORIDA BUILDING CODE W U) Liz
DE51GN LOAE)5
WIND: 150 MPH
EXPOSURE CATAGORY: D
IMPORTANCE FACTOR 1
INTER IAL PRESURE COEF� NA
RAMP LIVE LOAD 100 PSF
REVISION DATE:
YRIGHT 2004 - MELTON AND ASSOCIATES CHARTER
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(1)
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10/26/2007
NO °
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DRAWN:
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STRUCTURAL STEEL NOTES Q
I. STRUCTURAL STEEL A -36 PER AISC.02 �--
2. WELDS E -10XX PER 01.1
W
3. STEEL PIPE AND TUBING PER ASTM A53 4 A500.
GRADE B. z
4. TOP HANDRAIL DESIGNED FOR 2500 IN ANY ^
DIRECTION OR LOCATION
z
O
Cn J C.0 �
W m (0 Q
BASED ON 2004 FLORIDA BUILDING CODE W U) Liz
DE51GN LOAE)5
WIND: 150 MPH
EXPOSURE CATAGORY: D
IMPORTANCE FACTOR 1
INTER IAL PRESURE COEF� NA
RAMP LIVE LOAD 100 PSF
REVISION DATE:
YRIGHT 2004 - MELTON AND ASSOCIATES CHARTER
y
(1)
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10/26/2007
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DRAWN:
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