HomeMy WebLinkAboutPLANS 14' X 30' Ramp System
42/34/23 VP Ramp Rail
5'-4" Landing
42 VP Guard Rail
FIT ELEV
2'-6" (2.50')
I
5 4" x 5'-4"
I LANDING
ALL HARDWARE STAINLESS STEEL:
3/8 Bolts & Nuts
#14 X 1" TEK SCREWS
#10 X 3/4" PAN HEADS
#10 X 1" PAN HEADS
2010 FLORIDA BUILDWG CODE Iu/ 2012 SUFPLEMENTS
2010 FLORIDA FIB HU-- TION CODE
200'3 EPCOT BUILDING CODE
2005 EPCOT ACCESSIBILITY CODE
•V• aHi�i�..,G
L IN
4'-0" X 10'-V
RAMP SECTION
4'-06 X 10'-0'
RAMP SECTION
T-0" X 10'-0"
END RAMP SECTION
RAMP DOWN (1:12 MAX)
la— 5'-41.sl
PLAN VIEW
42/34/23 VP RAMP SYSTEM
ELEV-1
0'-0"(0.0")
5'-4" Y�
1'-6"
ELEVATION VIEW
42/34/23 VP RAMP SYSTEM
L ALUMINUM RAMP. LANDING AND STAIR SECTIONS SHALL BE A RIGID. FREESPAN DESIGN.
2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE
ALUMINUM ASSOCIATION SPECIFICATIONS AND pUmEUNES FORALUMINUM STRUCTURES.
3. ALL ALUMINUM CONSTRUCTION USING NOO SERIES ALUMINUM ALLOYS. STRUCTURALMEMBERSTO
BE 6061-TS SWITH AND BOOS-TS ALUMINUM ALLOY.
4. ALUMINIUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED.
5. WELDING SHALL BE IN ACCORDANCE WITH ANSVAWS DI 7-97 GAS METAL ARC WELDING (GMAW)
PROCESS BY EXPERIENCED OPERATORS.
6, ALL FASTENERS TO BE 1 SB (SERIES 3M) STAINLESS STEEL UNLESS OTHERWISE NOTED.
T. LANDING RAMP AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 100 PSF LIVE LOAD
B. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATEO
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12'x I - AREA. STAIR TREADS SHALL BE DESIGNED
TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LEE OVER A 4 SQUARE INCH AREA.
H. RAMPAND LANDING GUARDRAILS TO BE 421NCH MINIMUM HEIGHT UNLESS OTHERWISE SPECIFIED (M
AND 30 INCH TWO-LNE RAMP RAILS AND 34 AND 38 INCH VERTICAL PICKET RAMP RAILS AS WELL AS
CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REOUEST FOR SYSTEMS NO MORE THAN 30 INCHES
ABOVE FINISHED GROUND LEVEL.)
10. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED
IN PINY DIRECTION AT THE TOP OF THE RAIL.
11. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL HE ABLE TO RESIST A SINGLE CONCENTRATED LOAD
OF 200 LBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. THIS LOAD NEED
NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECEDING PARAGRAPH.
12. INTERMEDIATE RAILS (ALL THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE
DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF SO LBS CN AN AREA EQUAL TO 1
SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN BAILS,
13. GUARDRAIL SYSTEMS SHALL BE DESIGNED 50 THAT A (FOUR) INCH SPHERE CANNOT PASS
THROUGH ANY OPENING.
14. DECK SURFACE SHALL BE A SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A TRIPLE LBEAM.
SELF -MATING DESIGN.
16. ALL SURFACES. MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP
OR JAGGED EDGES,
16 ALL DESIGNS SHOLMN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING
CONDITIONS.
1w
SCANNED
BY
St. Lucie County
TNOMA L. NEI, TON
..
FLORIDP Nb1001IM3
`�
IOT4 S FLORIDAAVE.
I�
SUITE 201
W(E _'NO R. 33803
SCALE: N.T.S
6--'. �
REvML NS
6/25M 3
JOB NUMBER
AL L
S-1
[42/34/23 Ramp Rail
' 8° Solid Cap
%a"X1it6' Sol Tote
i 12"
1
_P X
Cios�re
i; .
atinc
- „ De%K3.'iQ i
5a Tabe-
0
G' i 2 X j:• i 0
Angle 0
0
0
0
v r. y
G fi J ,; S
Rec. Tube
1 fir., y
... ;v n2•
Rai Bar
3rc„ X , 3„
Round ,uhe
;;q„ X
Rect. gar
SECTION: ALUMINUM RAMP
42" TALL VERTICAL PICKET GUARDRAILS
I
O
0
0
0
0
0
R_V!SIONS
4rn
C m
7 Y
U h
tb
3 0
FhS m
6125/13
JOGNUMSM
AL L
w�
L�l� SCALE: N.T.S
I
(PLATFORM LANDING
Oil
TBD
-------------------------------------------------
Ribbed & Knurled Decking
SCALE: N-T.S
6/25113 1
JOB NUMBER
REVISION'S
PLATFORM LANDING
w
g n '
5_ t. 3ol;d Lap
0
i Q
14"X1116' J
Sq Tube
M
�\a
m
N
0
N
M
t X 1" Rai C't
!� 9
j.Al; Closure 1" r l - 0
X 12" Ge.^k,ng L
i
2„X,,X,g.+ B
0.&- 71116" � i B 0 o ��/ Rec. Tithe 0
2"XI18" i' 3 - m
Sri Tube
X3 X i;8"
L X 2" X. 1'8°" 2 1.4' X .OgS' 1" X 4" n 1 ° ReG. Tube
Sa Tube Re Tub- w rc
Angle 2" X V c m
Sq Tube 092
n
D
Dare:
1 3i4" X 1.+8'. sizsns
JOB NUMBER -
Round Tube
1 i4" X 8" SCALE: N.T.S CT d
61
ReCI. Bar °.....°..a:,.°.,p.°.�..�,� V T
2 3/8" Solid Cap p -- ---' "-' 5RISER7 42/34/23 VP REVMOKS
5' SQ. Landing W/ 42 VP Railing
(35" Threshold Height)
t
c
c
co
J
C3
LO
c—
LILI
! Round Tubl
it
IL
X 3" X
L.X4,.X918" m
r o
Rec. T; }e N
Re ;be 7" m
51 SO Landing ¢
(. n RVJ�`. Plate L
Sq Tube m
2" X 8" X 1%8" /` 34'' m
Rec. T ube s`
13h"X 11811 / / �v`I �C r
m
Round Tube Star T-ead % j D Y
48 3./4" Long ( i m N
ti4" X 6" ( m
Rect. Bar n N
g� m
6/25/'13
1211 s i i 2" JOB NUMBER:
4 II
,211 4A,CT SCALE: N.T.SKW 6. t{ Illl°^ DeKll� 2" ,I.':Q JCI( I fea� ..��a,...,.kmE,.,.,�..�o. - S -5
�
I
I
I
n
i
L''
X �` `Sali'„h;
3;4"
Sq
X 1-16"
Tube
i
1 " X 12" Decking
NOTES,
!. ALLTb A450CUTTOI ]Ta I.0 TOLEA.VQS APPLY.
U m NREO 07NE91ta
C ® I"XATE5 16TERN fYTRlRTOS OL
f COMM R h WHa OWI
I
I
I
I
I
I
PZ
AHEM
( 0044-
.-----_—_--_--.--------_—_-- E x P U 5 E U S U R F A C E-_---------
9 12.000
0.274
I �
I
I jai
I L062� 0.968
i [ i
e"[E
0.250
O0>
(fBXa
13.437
(b
0.262 R. • ' '
®xo
0.210
•0854
2.5130
w
------ -------- REMNS---- — -------- —
Ar : 1.670
P f
er ' L! e+ l
41.216
Bo dlma boxf
XI -5.000 — 6200
•EW14
YI -0265 -- 0.247
0.01 94
CJ Jtr-mldz
Xc Ii000
..s...
Y1 1&e00
Pz •
non t5 OF lHur- lal
Xf 0.165.
0.174
Yf 21.92a
T
Pooduct OF INertlaf
XY% 0.000
RadlI of %r atlom X: 0.314
Y+ 3.623
PrlNciv l naneNta aNd K-Y dlrectloNa about c trofdl
V MISS almN Cf. 2 RUM
J1 21.428 alaNa COMM 1.0003
0.040 R.
Cox4
�7
0.500
OJ
REf.
TV.
DETAIL/ SCALE 2X
(10 PLACES)
REF
11.453
• IT
q�f 0.173S
A
I
3000
a169
5 n TTP
CTUAL SIZE ____LL
0 SECTI❑N A -A
KNURLING
1.570 I 2F
2004 12.0 FULL 9/26/03
41216 SOLID �AAcr 6005 Ttxvca TS
171le2q-IA (03)
DATE
6/25/'13
N
RAi1P
JOB NUMBER:
ALL
Q
a
.rmww•
SCALE: N.T.S
S -6
1 112" X 12" Self -Mating Ramp Decking
E, ,51BN5
NU
1. AL
1. ALUMINUM ASSOC4ATION 51ANOARO TOIERAHCES APPLT, NOTED UNLE
SS OTHERWISE
T ® MARK (0.010 RE.R0110 DEEP) M.
sw-a1233 EASTERN METAL
CM. NUMBER MVOMER qE NUY6ER
Q 9620-20 (01)
_
r
- - - -
J. ASSEYBl6 WITH DSELF
- - - - - - - - - - - --------
EXPOS E D
S U R F A C E ------- - - - - - -
----------
*x.nq TES CRrtILLL
1. %,X%% IN
P.T.-REF.
12.250
V
J
gYENSNYIS
3. ALLOWARIE TUINE55 OAN< AFTER KNURL
*0 O45
1 2.000
L
P.T.
so.0 0.594
0.09944
B-_-_-
REF.
0.564
0)
1) 0.(a)
00 h
-_-_ -_-
- -_- --_-_-
AT BASE ONLY
ALLOWABLE FLATNESS 0.084 AFTER KNURL 0.202
A
t0.024
1.500 REF
1,06
x
0.094 R.
00X%)
0.047 R.
(10)
1
C
C
x x
0.062 R.
�
x \ x
x x
x
ID
0.1735�
*0.o16
0.375 ---+
(z) ;
*0.016 `
0.375 i
(4)
REF.
--- 0.564
n�
REF.
0.416
P,T.
*0.070
1.979 ----1
to.070
1.792
ACTUAL SIZE
{
\\.6(foA.\i,•�49f\33500�/J1Pba,\33803y
Pl.
*0.014 0.188
0.094
1
- - - -"N
0.188�
�0.015a20u0.5940045.
�-
D
0
P.T.
SDA740.086
43•
-
*0.016 P.I.
0.342 0.1-2 0.094
0,062 R.
(2X•)
+0.005
-0.015 *0.015
0.109 0.221
.:
DETAIL B SCALE 2X
7j,
ASSEMBLY VIEW -
(Nor To scALE)
R. 0.094 R.
0,125
+o.oz0
-0.000
- - OJ02
�
0.250.016 REF.
0.375
10.015
I 0.125
0.062 R.
*0.015 (2X•)
0.125
REF
0.25b
DETAIL SCALE 2X
PACKING CODE
0
BREAK SHARP CgtliERS AT 0.015 R.
wTE aEY DEsouPruxl er
a/</Oz A coRi¢ctm LErtER A k D ON DEruts AZ
cxANcm T1X5. sa.ocs wAs *o.aa4
a/4/a S� AZ
KIM
EST ARFJ1 FACTOR OWN
2.30$ 18
WT R. tlRCtE enr SGLE
2.766 12.1 FULL
m KMU ttAzs Aunt
48,782 SOLID 6063
50,
DETAIL A SCALE 2X
(11 PLACES)
*0.014
UNSPECIFIED WALL THICKNESS 0.094
i>w•T
_
,
CTIKO DFKCWm�Pm
,�. 1 1/2" X 12" VI-.m-
w r
4/26/01 ELF MALE DECK
TEMPER P E
G
C
7
0
sY
.'. j
C
�
C
G
D
a
I
0
m
m
Y
N
N
N
m
wTE:
6125113
......._ _. _ _. .....
JORNUMSERC6F
-,:
SCALE: N_T.S
�^ "
S-7
1 1 /2" X 14" Self -Mating Angled End Ramp Decking
1..tLUMNNI. A55002tpH 17-MAW Wt UINCES SPYV.
@'�IL\\ESF NOTEO 0 HETMS£
IN4(C,TE1 YIESIXT EN@OSt01LT T,.
NA11% (o.010 R- . O.OIV wEP)
1. AlSeN rt "IH 11N.0 3,4,13
zx.:[xxl
1. Y.1.X%,-... Ram:ATti Cer.xx
PpIClK:anS
S- }1J,UY:AVCf IIAIIPE'.'i V.OfiS .,.fi'Ji •i': CUfiF.T
NvFM7*
338039 j EASTERN METAL
CU51. NUSIREP CUSTOb1R —
ME HUNBER
4 12461-1 (02)
ASSEMBLY VIEW
(NOT TO SCA1P)
—' — E X P 0 S E 0 S U R F A C E —
P.T- 90.045
(AT BASE ONLY)
i,
-t... - - ti-�6d
-j.
•1,
}• I 01)
`
I
r
.. 20-G62
1500 i ;A
(1 )
t - B.a1t I
PT
+St !
2)
10.071,
DETAIL B SCALE 2X
ACTUAL SIZE
RL .
P1.
tB.o1.1
7
a
UETAIL q SCALE 2X
(13 PLACES)
IL V!SI[1NSl
_____--______-_-_ REGIONS ____________ --- __ J
45' 0-250 --
Area: 2.291 RO.030
Parlmntar: 48.531 l (z)
Bounding box: X:--6.528 --- 7.472 / 4
Y: -0.668 -- 0-827
Controld: X: 0-000
Y: 0.000 / -- 0.253
Moments of inertia: X: 0.371 /
Y: 37.993 RO.038 ....../// i" '7
Product of inertia: XY: -2.335 P4. -P.r. I
Radil of gyration: X: 0.402 �) �- 0.290
1'n 4.070 RO-062
Principal moments and X-Y directions about centrotd: 0.125
1: 0.227 along (0.998-0.062] _
J: 38.138 along [0.062. 0.9981 DETAIL C SCALE 2X y 7II
MEAK SHA[TP CWHOLS AT 0.015 R.
IlA,E REV OESMPo ION
2.293
48-531
WAu rMCKNESS 0.094
f
18
!r' CII
I fO
O [.-nw
OE=WMK
6/25113
1 1/2" X
i4" n A
4.3
%ME
FULL
DATE
5 12 05
JOB NSMBE2
u2nr
TEMPER
P Ir co
OLIO
6063
TS
N.T.S
1SCALE:
D1 L
12 5/8" Solid Cap
k
f — — — — EXPOSED SURFACE — — — —
II
I I
I �
I j
0.111 ], = 0.406 AEDd" Type, 00
= 0A20 , = 0.309 Criq Facto- 222 1 Mt El I A,,o.
STANDARD COHMERCIAL TOLERANCES FUR EXTRUDED--�
PRODUCTS APPLY UNLESS SPECIFIED OT14ERVISE
F—
Tenp. Nunber
Design Nunber r-
0
Q
2.625t.034 TAN —�
R4.500 SYM
I
RO.219 I Q
I ilI �
R0.875 0.125 1-500 1 C\!
�J TAN
I C��
0.438
0.695
m
n
0.800t 0t0 LD m
RECESSED RO.012 n
2.040=034 n
a
2.190
d
L
a
m
I
c
c
�0) m
E Y
LMs ecif'it
ed •010 Break Ex. Corners 0,
•atl Thckness, .075 .015 Rod is or as NatU a
ustoner's w p
.....
-
Part Number 7 N
Job Name -m
HANDRAIL N 0 m
Revisions ate PartP Cit aAP Scale
TO
Alley Est. Area fish Peri,rter to DATE
BOB 0.558 1nt 5289 [ O1-28-03 6/25113-
Temper st. Vt./ t. s Peritter prawn J➢n NUMBER
T—B 0.670 Lb 4.797 [ HOW
Cavity Size rCle Size ter Checked
Seri -hello. Class Hollow Class '•
2.7 .5 3 --
�� SCALE: N.T.S
oq S-9
12" Step
YfATm � i AZ "= T UNtESY
A70
1.014
.09�
i r-02aL
L500
tALG
.375
vo mm `+CALL Duren
_-------------------"-'----------------- EXPDSED
I.W 4 I
12=0
I
.I88 --I �— —{_500 I--
i as I f I
TrP. i I
.125 I
.o94 P- J i
FULL, R. 1
tT'P.C.XQs - TYP.C-X12 - tASi i I
YrP.(aX137� E 2.333 I I
286
Irv-
L-- ---' f
90' X 1010 DEEP I
I R MARKS
TYP/2} t
1.750 ! .I04
1.927 1.000
WALL THICKNESS Qi UNLESS SPECIFIED
INOICAIE3 MF'C CONTROLLED DIMENSIONS
ETA.I ltms x I ECM
RACKER HQ. 41232 No, or roml
60151ER rib. 41232 rg , X
c \r •1 i r\ r�
EASTERN METAL SLIPPLY.. INC.
1 1/2' z l2' STEP DECK FLOOR
2. 770 49. 1
3. 324 15
DATc .30-6.3-11
IL 5--1-00 1 E. K S. C
I+ SCALE: N.T.S
F� V iSl➢`iS
0
LL
6/25113
JOB NUMBER
S•10
L
4' X 30' Ramp System
42/34/23 VP Ramp Rail
5'-4" Landing
42 VP Guard Rail
F.I.F ELEV
2'-6" (2.50')
`*.'..
= I I [ It 4'-0" X 10'-0"
5'-4" x 5-4" RAMP SECTION
I LANDING
lo-- 5'-4"—�
ALL HARDWARE STAINLESS STEEL:
318 Bolts & Nuts
#14 X 111 TEK SCREWS
#10 X 314" PAN HEADS
#10 X 1" PAN HEADS
2010 FLORIDA BUILDM6 CODE W/ 2012 5l1PPLEI-TENT6
2010 FLORIDA FIRE PREVENTION CODE
200E EPCOT BUILDING: CODE
200E EFCOT ACCESSIBILITY CODE
44" X 10'-0"
RAMP SECTION
PLAN VIEW
42134/23 VP RAMP SYSTEM
ELEVATION VIEW
42/34/23 VP RAMP SYSTEM
`I\P a1-1! ..Z
4'-0" X 10'-0"
END RAMP SECTION
RAMP DOWN (1.12 MAX)
ELEV-1
0.-0-(0.0')
1'-6"
1. ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN_
2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION OF THE
ALUMINUM ASSOCIATION SPECIFICATIONS AND OUmELJNES FORALUMINUM STRUCTURES.
3. ALL ALUMINUM CONSTRUCTION USING 0000 SERIES ALUMINUM ALLOYS. STRUCTURAL MEMBERS TO
BE 6061-T6. 6063 T6 AND BOOS-TS ALUMINUM ALLOY.
4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED.
5. WELDING SHALL BE IN ACCORDANCE WITH ANSUAWS D12-97 GAS METAL ARC WELDING KWAW)
PROCESS BY EXPERIENCED OPERATORS.
G. ALL FAST ENERS TO BE 1 G-S(SERIES 3 ) STAINLESS STEEL UHL. ESS OTHERWISE NOTED,
T. LANDING RAMP AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 100 PSF LIVE LOAD
8. LANDING AND RAMP WALKING SURFACES SHALL BE DFSIGNED FOR A MINIMUM CONCENTRATED
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12' i 12' AREA. STAIR TREADS SHALL BE DESIGNED
TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 SOUARE INCH AREA
B. RAMP AND LANDING GUARDRAILS TO HE 421NCH MINIMUM HEIGHT UNLESS OTHERWISE SPECIFIED IN
AND 381NCH TWOLINE RAMP RAILS AND 34 AND 381NCH VERTICAL PICKET RAMP RAILS AS WELL AS
CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REOUEST FOR SYSTEMS NO MORE THAN M INCHES
ABOVE FINISHED GROUND LEVEL)
10. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED
IN ANY DIRECTION AT THE TOP OF THE RAIL.
I I. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD
OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL. THIS LOAD NEED
NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN THE PRECEDING PARAGRAPH.
12, INTERMEDIATE RAILS (ALL THOSE EXCEPT HANORAILS), BALUSTERS AND PANEL FILLERS SHALL BE
DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN AREA EQUAL TO i
SQUARE FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS.
13. GUARDRAIL SYSTEMS SHALL BE DESIGNED SO THAT A 4 (FOUR) INCH SPHERE CANNOT PASS
THROUGH ANY OPEN94G.
14. DECK SURFACE SHALL BE A SLIP RESISTANT. EXTRUDED ALUMINUM DECKING WITH A TRIPLE LBEAM,
SELF -MATING DESIGN.
15. ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM SHARP
OR JAGGED EDGES.
16. ALL DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATION OF EXISTING
CONDITIONS,.
TI.OMAS L. MEL TON
FLORIDA ARY M17033
111. 5, FIOPIDA AVE.
SU'l WL
LABE -'NO R-. 33003
8Y
St Lur-1A COI
SCANNED
BY
St. Lucie County
SCALE: N.T.S
REVISIONS
�L
3
6/25113
JOB NUMBER.
S-1
[42/34/23 Ramp Rail
2151
8" Solid Cap
Sq Tuba
u X 1:8' Round ube
I
X 1 R J
Vvl; C; s ifE 't
G' O
Sc i c ..
O
4'X2'X10' O
Angie °
O
O
O
O
6,t
!`L" X '�' Sell-y�iatinc
1@rk r:
Fla; Bar O
O
Round Tula-, 10
1;4„ X 6„
Rect. Bar
SECTION: ALUMINUM RAMP
42" TALL VERTICAL PICKET GUARDRAILS
.l���fisiuNs
6/25/'I 3
JOB NUMBER
ALL
w.:
SCALE: N.T.S
C
M-2
[PLATFORM LANDING
10"
A
12°
Ribbed & Knurled Deck!ng
er vu
RE
6/25113
JOB NUMBER
AL L
oq LILY SCALE: N.T.S
��.A.� S-3
REV (Slp`iS
PLATFORM LANDING
12 518 S o I i d Cap CIE>
3i 4" X 1/16"
Sq Tube
4z---j
nl
Ch,
N/Closure X 12" Deckmg
T U
BD
X X 8
V b
4 Rec.Tue 0 7116 0
2" X 118"
Scl Tube 14— x
141, X.095" X x !F,
A
2' X 2" X 1/8' So Tube Rey Tube
R-ac Tube I
Angle 2" X 118" c
So Tube
0
DAM
1314" X 118" 6125/13
JOB Round Tube ALBL
Ek
6 1 �1- 1.14 x SCALE: N.T.S
Rect. Bar
S-4,
2 �+ ` Solid Cap -- --__ ceslsians
� "-'i SRISER7 42/34/23 VP
a i 5' SQ. Landing W/ 42 VP Railing
(35" Threshold Height)
i
c
ca
J
42"
LU
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t I y
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0
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Re:; Tube
m
4f I o
SO Landing
iR," K Sei i lake i r
Sq Tube � m
2" x 8" X 1/ 8" /•-• 34 n I
o
Rec. Tube o
Round Tube Stair Tread
48 3./4" Long i� N
w
14"X6"
Rect. Isar � I ( cca
`J 6/25/ M'13
1 2" OB NUMBER
tit �1� MI
L'� SCALE: N.T.S
v Hru 1^ Gectin a i g 01 � Stair Tread
(5 V
1 ° X 12" Decking
NOTES+
E Auain ASSMATTEN srumAHn Trtwr+aa wpI_r.
(MESS M]IE'D ar, la
e VM21ATES NEMAN EXim)saa m
14l>ti WkQ R N M8I0 DEEP,
I
I
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i
------------------------------ E X P U S E U S U R F A C E----
0.274
I as
I 9 99a
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I
I .ea1a
I t.962 � 6.468
I ( I
t REF.
f-0.7S2 9.437
00> m
T1
MJ25 R.
Cox 0.062 R.
(SX4
-0e15 -Qasa
0.250 2.SMH -
REGIONS ---- —-------- —
Ar- a: 7.670
Aerl,"eterl 412215
1$
11.453
Iv
�0r 0 1735
0.040 R.
Qx J
1
0:Z10
3.000
0.500
a1
T>f
M
5 M
ACTUAL SIZE
I_
REf.
0.752
9.tse -- 4
TTP.
&Ouadlml boxl XI -6.000 — 6.000 +eels
Ya -0765 -- 0.297 0A 91 4
Cm.ltral d: V. M.909
YI W300
MOr is OF INArtlal X1 MISS. 0.174 '•: [is:i':i; . :5;'s,F` :--'
YI 2L92H
Product OF INvrtlal XY1 0.000
RadlI of srratlaN1 X' 0.314
YI 3.523
PJlNci-al nameNtz and K-Y dlraetloNm about ce troldl
I: 0.165 aloha C1.000 40003
JI 21.92H alaN9 CO.000 19003
TV.
BLTAILA SCAL£ 2X
(10 PLACES)
GII X � av oM Ar 0.10CI0 i
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MET
❑lle2q-IA (031
2EVISIUNS
0
C
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KNURLING s8B1A
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12.8
FULL
41.216�50LID
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15/03 RAMP]
TS ' a 1 p
SCALE: N.T.S
6/25/'13
JOBNUMBER
S-6
1 1/2" X 12" Self -Mating Ramp Decking
NOTES:
I. ALUUNLESS
N ASSOCIATION STANDARD TOL£AANCES "PLY.VNE
ESS OIED OTHERWISE
L�R ROWESTERN
EED%Nj0'YA(dIR0+c DaP
sw-41233 EASTERN METAL
CUST, NUMBER CU FOMER qE NUMBER
O 9620-2B (01)
_
______________________-
B. ASSEUBLLs wlrN rlsur
E X P O S E D
S U R F A C E _-_______-_,_-___-__-_______�
v
J
f�L%%X
'L %.%XX R1 TES CRInm
P.T.-REF.
12.250
T
dYENSHNIS
S. AIJDNA8IE FLATNESS 0084 AFTER KNURL
20 045
12.000
L
P.T.
PI 0.594
t0.D14
0.094 B -_-_-
REF.
0.564 0.500
(++> (+o)
-_-_- ---_-
AT BASE ONLY
ALLOWABLE FLATNESS 0.084 AFTER KNURL 0.202
-x X -X
X-X
X -X >i C
ozs
ta.oz< REF.
1 .500 1.406
0.094 R.
(Toxx)
0.062 R.
0.047 R.
(l o)
In
0.1735
I I
t0.016 30.016
0.375 -{ 0.375
(z) (4)
I
(
�
REF.
--- 0.564
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REF.
0.4t6
P.T. P.T.
*0.070 i-0.070
1.979 ---� 1.792
(T) D
ACTUAL SIZE
I
I\\,6tfon.\i,.d9\335Q0\/+/w1eR.\33803N,y
P.1.
30.014
0.D9{ 4� 0188
rn_
I
0.186 - - - -
D
E
of
0.015
0.594
P.T.
20.014
0.086
43•
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0.3426 L P0.
0.102 0.094
{
0.062 R.
(z62
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0.109 0.221 -
DETAIL B SCALE 2X
+0.020
-0.000
II 45 0.125
�J
+0.020
i0-70200
ASSEMBLY VIEW -
(NOT TO scuE>
30.076
0.094 R. 0.250 REF.
R. 0.375
I 015
0.125
0.062 R.
ma.a[s uX•)
0.125
REF.
0.250
DETAIL SCALE 2X C
PACKING CODE
0
REAX SNM 8P COMERS AT 0.015 R.
DATE REv DESCAIPDOH SY
a/yuz A CORRECTED ILTTE0. A k a ON Dame AZ
cxAN,ED TDIS. xOD4s WAs ko.Dx
s/4/os� AZ
(ST AREA FACTOR OWN
2.305 18 `WN
FST WT FT. tlRCIE STYE SGtL
2.766 12.1 1
ALLOY
EST xmY 48.782 SOLID
50'
O
DETAIL A SCALE 2X
(11 PLACES)
m0.014
ONSPEgFlED WALL TNKKHm 0.094
-
J
IWKU ppCNlrlwn
-
1 1/2" X 12" W
PATE
FULL 4/26/01 SELF MALE DECK
TFAIPER P E w
6063
E
E
7
W
E
lam'
4
r
0
m
m
c
c
v
Y
F
DATE:
6/25/13
JOB NUMBER
SCALE:
N.T.S
^
S-7
di
w:�
1 1/2" X 14" Self -Mating Angled End Ramp Decking
NOTES-
33e0se
I. IMLE V RO Ov1ItUH ll?NIIAU IVIEWNLCS iYYV,
VI�IIESS KOTEO O}HERaI]£ CVST, HVNBER
L �'✓ INL{CAIES YIr,51CPR+ canU 510i1.s 10.
umtx (o.om n.. o.mlo r<EPJ .... ....
.1. ASSEVmlrs M 0, On'J .f]f.111
2X.%%X1I
1 1.[Y% 1 fllntChK: r-.b Cal
rV?[(lK.;ptti
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ttO xW"K fcrrml
ASSEMBLY VIEW
(NOT TO SCAtL)
- - - - - - - - E X P O S E D S U R F A C E -
P.T. *0.045
- f 4.000 ---'
(AT %Esc ONUS
EASTERN METAL
CUSCONER
VE NUMOER
0 12461-T (02)
I
l\
.ru 0'f ._
'-
_ --
c• ALLOWABLE
FLATNESS 0.084 CONCAVE OR CONVEX
I
//�
j
1.500
to oic
I P.T.
:a) U2J
ACTUAL SIZE
i . I eil,uT.l
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O 5 1
lq_ J OJ;I 189 ..
\\ nP1E
0.062 R, I 7/IE/
-0.015 I 10.015
U. 109-0.221 ---
111 En u
UETAIL A SCALE 2X
DETAIL-
(13 PLACES) M W'
SCALE 2X
EST Pf
k "v[11UN1
_-___.____-_----_ REGIONS _-_____ __________ _
45' 0.250 --
m
area: 2.293
m
/�\ -
Porlmator: 48.531 RO.030(zJ
a
n
Bounding bor,: X:--6.528 --- 7.472
Y:-0.668--- 0.827 I k
m
D
`\
Cdntrold: X: 0.000 � 1 - -
`-"--- --
U
Y: 0.000 �
0.253
Mamonts of inertia: X: 0.371 /
m
Y: 37.993 RO.038
t
Product of inertia: XY: -2.335
L
Radii Of gyration: X: 0.402 /I 0.290
I
1•- 4.070 RO.062
Principal momants and X-Y dlrecflons about cortroid: t 0.125
E
m
I: 0.227 along [0.998-0.062]
J: 38.138 along [0.062 0.998] DETAIL C SCALE 2X
C y
L
SNIM CORNERS Ai 0.01 5 R.
U r
___ UNSPECY!CD WA{A MICRNE55__.Q_D94
N
� N
NEV
pE5CR1✓iION
3Y
s
c cols. to.ola
AZ
C
m
OMN Icwo OESCRIPT(OH
J• TOfoQ
A
2.293
FACTOR
18
DATE:
6/25/13
1
SCREE UATC 1 1/2" X 14" " N
JOB NUMBER
R.
CIRCIE 513F.
2.752
14.3
FULL 5/1 2 OS A OLED DECK g N
qL,L
w
£�5
--f
48.531
Aunr
unn
' • SOLID
6063
T5
N.T.S
1K1------
SCALE:
=`"
12 5/8" Solid
— EXPOSED SURFACE — — — — 7
❑ I lypn oo
Fntor 22
DrcA
0
STANDARD COMMERCIAL TOLERANCES FOR EXTRUDED
PRODUCTS APPLY UNLESS SPECIFIED OTHERWISE
2.625t.034
R4.500 SYM
RO.219�
,TAN
1{j�J U.438
0.695
0.600tgDt0 RECESSED Ro.w
2.040t.034
Unspecified t .010
)all Thickness, .075
I Temp. Number I
Break Ext. Corner
.015 Radius or as Note
ustoner's
Part Number
SCALE: N.T.S
n
0 "m _C m
C Y
�0 N
� t(
3 N
�C
0 n
� m
DATE
6125113
JOB M MBM
ALL
ww I
S-9
12" Step
1.034
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LS60�4
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t4LG
.375
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rrvc.xs>
i -ta7a 1
-i 1.750
ABS -11--
1 I
_ 1�'P.faXib�
REv[SIJ:uS
_.....................
DO Mf TAU VAWW
------- -- EXPOSED — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
500
sA8♦ "'
F2.000 i
I
I
I II .12s P
I
I
FULL R.
Tw.c-xy) E 2333�4 � I
L__ I
s.076 i
I
90' X .0f0 DEEP 281 P
I.S. MARKS
TTPu7
WALL THICKNESS a-Q,21 UNLESS
; INDICATES WPC CONTROLLED
M.1 Rmsm I ccR I e
RACKCR 80. 41232 N0. 0w TOKl's: I
eat=R HCL 41232 PP Sy1 3C
.104
L000
THIS SHAPF IS ►r KNURLED QN '
EASTERN XIETAL S[IPPLY. INC. rn
<c
3
CUSTOMER s i\U
NOuatR LJ �
o-
J
t 1/2' X 12' STEP DECK FLOOR Yhc
Y'CS'FL a'fir CUZ
063—T6 2. 770 49. I95 SOLID
7. 324 15 12-17
FULL 3R-1i.3-7 t I I p,�s
1 5-1-00E. K S. t FL
SCALE: N.T.S