13-1230-006f .I,F ELEV•
• �' .'..g „(2.50')
; x 14”
Ln
-�� LANDING
F 5 r „
-4
=6
- k
4' -0 "X 10' -0"
RAMP SECTION
DENOTES
ANCHOR LOCATION
SEE PAGE 9 FOR DETAILS
AND NOTE x%17 ON COVER
PAGE
T t
1 N 4'- 0 "z10' -0"
RAMP SECTION
II � •
i�'
tEH 42%34/23 VP RAMP SYSTEM
1 0 0
I f
1 z
8 A 2
T-- —
I.P. Ili VAJ. QN._ )L1 ;jY
42/34%23 VP RAMP SYSTEM
NO OPENIIJG WILL ALLOW A 4"
SPIIERE TO PASS THROUGH.
ALL 01IIER LANDING
,LKING RAILS SIMILAR
LIRFAC:E = = = -- -
• ELEVATION VIEW
1 DETAIL
6
5'-4" LANDING RAIL
/-PROVIDE ALUMINUM INSERT
I I /8" x 1 5/8x1/8"x2'--4" "
3/4'x0.062" /� , IN VERTICAL POSTS
" S PICKETS ✓ 6
x0.093'
SNIP - HANNEL� ��6+
V•I/ -.LOSURE
r
�< L e�
2"x5 "x1 '8' \
SELF- NA PING CHANZ
N
1 7/ 16'x 1
WALL RECT. ALUM._' u,
~ TUBE VERTICAL POSTS
WELD /
ISOAlET111C (EA. SIDE)
1 3 SECTION OF RAMP w/ RAILING
SCALE: 3" =1' -0"
4' -0 "X10' -0"
i END RAMP SECTION ELEV- I
I•
RAMP DOWN (1:12 MAX,.)
2
4
3 ■
2010 FLORIDA BUILDING CODE
DESIGN CRITERIA:
I. BASIC WIND 5 EE - 180 MPH (HVHZ)
2. R SK CATEGORY:
3. WIND EXPOSURE: C
DENOTES
LEVEL S-7611
(NP)
2' -10" 2'= f
xI /8"
DECK ANGLE
8" SELF MATING EXTRUDED
NUM DECK WITH
iESISTANT SURFACE
i "x 1
F MATING CHANNEL
ALL U.NDING
' CORNERS
1 "x.3 "x 1 /8" RECT.
ALUM. TUBE STRINGER,
'2 DETAIL
ej 5' -4 "SQ LANDING ALL LANDINGS SIMILAR)
SCCALE: 1/2'1'- 0
ALL REC'I- ANGULAR LANDINGS o
O
10P OF LANDING -
- -- THRESHOLE1
— I I 1 0 FA. LEG 18
1720 0 EA. RIB 1/8"
0
0
PRESSURE TREATED WOOD
BLOCKS (EVERY 18' TO 24" OC)-
4 1/2"4
DIFFERE_Nf TYLE� >_0��11.ALNI�f�li . • .
1.) FOR AITACIIMENT TO LIGHT GAGE METAL JOIST: THROUGH BOLT WITH 5/16 "' DIA.
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
2.) FOR ATTACHMENT TO WOOD- 5/16" DIA. HEX- HEAD LAG SCREWS (12" O.C. IMX.)
3.) FOR A11ACI1MENT TO CEMENT: 3/8" DIA. HEX- HEAD SLEEVE: ANCHORS. (12" O.C. MAX,)
2 SECTION
3 LANDING 10 9UILDING CONNECTION
SCALE: 3' =1' -0"
2 "xtt "x 1 /8 "
SELF MATING ALUM.
CHANNEL W/ 125"
RADIUS EDGES
TOP OF
RAMP DECK
2 PLAN VI EW
4R 1007• STAIR SYSTEM .
�. 1 15/16"
_..., ; j I i
(INSIDE /INSIDE) • PLASTIC ENI)CAP �• • : :. = = - - , = • . '�• �j•�j ' ,•
1' -6 MIN LEVEL . _ _2
T P --1 1
SEE NOTE BELOW
cc
,I
LOWER END HOOP
12 1 FINISHED t GRADE .
WALKING SUi?FACE
VERTICAL PICKET GUARDRAIL.. 1/4" THK TRANSITION PLATE
1 ' j/2% 6" AND 8" ALUM. DECK' W /SLIP RESISTANT SURFACE
Iti
�. W
2' -8" BLDG. SIDE
• � !
- -- — — 1
�-�
2 "x5'
URS
6" or
ALUMI
3 VIEW
_- —
- -
�, • , �'
- -_.-A f =
SLIP
INO OPENING WILL ALLOW . A 4" SPHERE TO PASS. THROUGH.
E.ND RAMP Q-12 SLOPE
SEL
I�
JOB #: R.T.C.R.
`�CALEi 3/ C-07
I:
1 /B.
SHEET NO.
o
DENOTES
LEVEL S-7611
(NP)
2' -10" 2'= f
xI /8"
DECK ANGLE
8" SELF MATING EXTRUDED
NUM DECK WITH
iESISTANT SURFACE
i "x 1
F MATING CHANNEL
ALL U.NDING
' CORNERS
1 "x.3 "x 1 /8" RECT.
ALUM. TUBE STRINGER,
'2 DETAIL
ej 5' -4 "SQ LANDING ALL LANDINGS SIMILAR)
SCCALE: 1/2'1'- 0
ALL REC'I- ANGULAR LANDINGS o
O
10P OF LANDING -
- -- THRESHOLE1
— I I 1 0 FA. LEG 18
1720 0 EA. RIB 1/8"
0
0
PRESSURE TREATED WOOD
BLOCKS (EVERY 18' TO 24" OC)-
4 1/2"4
DIFFERE_Nf TYLE� >_0��11.ALNI�f�li . • .
1.) FOR AITACIIMENT TO LIGHT GAGE METAL JOIST: THROUGH BOLT WITH 5/16 "' DIA.
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
2.) FOR ATTACHMENT TO WOOD- 5/16" DIA. HEX- HEAD LAG SCREWS (12" O.C. IMX.)
3.) FOR A11ACI1MENT TO CEMENT: 3/8" DIA. HEX- HEAD SLEEVE: ANCHORS. (12" O.C. MAX,)
2 SECTION
3 LANDING 10 9UILDING CONNECTION
SCALE: 3' =1' -0"
2 "xtt "x 1 /8 "
SELF MATING ALUM.
CHANNEL W/ 125"
RADIUS EDGES
TOP OF
RAMP DECK
2 PLAN VI EW
4R 1007• STAIR SYSTEM .
�. 1 15/16"
_..., ; j I i
(INSIDE /INSIDE) • PLASTIC ENI)CAP �• • : :. = = - - , = • . '�• �j•�j ' ,•
1' -6 MIN LEVEL . _ _2
T P --1 1
SEE NOTE BELOW
cc
,I
LOWER END HOOP
12 1 FINISHED t GRADE .
WALKING SUi?FACE
VERTICAL PICKET GUARDRAIL.. 1/4" THK TRANSITION PLATE
1 ' j/2% 6" AND 8" ALUM. DECK' W /SLIP RESISTANT SURFACE
Iti
�. W
:..
3 VIEW
- -
�, • , �'
DRAWN: R.C.S.
�
INO OPENING WILL ALLOW . A 4" SPHERE TO PASS. THROUGH.
E.ND RAMP Q-12 SLOPE
I�
JOB #: R.T.C.R.
`�CALEi 3/ C-07
-t com
SHEET NO.
o
b b v
..
p
a
00 cQ 1Y
�
Al -
O0 00 Q
COPYRIGHT 2007 - MODULAR PLANS DESIGN, CO.
CL a
1L M .-
» 2 -10
ELEVATION VIEW
4R1007 STAIR SYSTEM
1,9;1. '
I
1 1 /4 "x0.035"
STRAPPING ANSI &
1' -6" LONG x 05 — GROUND ASTM CERTIFIED
TIE DOWN EARTH T
ANCHOR WITH '
DOUBLE HELIX I
AND STABILIZER PLATE
BEHIND ANCHOR
i DETAIL
I\-VTIE DOWN EARTH ANCHOR;
SCALE: 1 1/2"=11-0"
I
•=,�01 ���- A� 1/4"x3/4" H.H. SELF
DRILLING SCREWS (TYP)
1/8' V 1/2' 0 EVERY RIB V -0" O.C. MIN.
3 DETAIL
3 RAIL TO RAMP CONNECTION
SCALE: 1 1/2"=I'-O"
APPROVED
MIAMI•DADE COUNT IRE DEPARTMENT
BLDG PERMIT ��// FIRE ALARM
FIRE SUPPRESSION WATER MAIN EXT.
DATE- 8Y: /
SLOPE
RAMP ® '
I '
TOP OF DECK • 1r
71/1 6 "x 1
TUBE
GENERAL NOTES: LL cl)
Z..
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 o
EDITION OF THE ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR p
ALUMINUM STRUCTURES. N
3. ALL ALUMINUM CONSTRUCTION USING 6000 SERIES ALUMINUM ALLOYS.
STRUCTURAL MEMBERS ARE TO BE 6061-T6,6063-T6, AND 6005 -T5 ALUMINUM
ALLOY. cl)
4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED. Z "
5. WIELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2 -97 GAS METAL ARC L■. 0 > p
WELDING (GMAW) PROCESS BY EXPERIENCED OPERATORS. U j Q w
6. ALL FASTENERS TO BE 18 -8 (SERIES 304) STAINLESS STEEL, UNLESS OTHERWISE 0 0 �-
NOTED. -i U- •
7. LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED TO A 100 PSF ,, u- °
LIVE LOAD.
8. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MIN. O w o es >k
CONCENTI A'I ED VERTICAL LOAD OF 400 LBS. APPLIED EVENLY OVER A 12"X 12" O � o g M •
AREA. STAIR TREADS SHALL BE DESIGNED TO WITHSTAND A MIN. `"' '"�•
CONCENTRATED LOAD OF 300 LBS OVER A 4" SQUARE AREA. d
9. RAMP AND LANDING GUARDRAILS ARE TO BE 42" MIN. HEIGHT UNLESS
OTHERWISE SPECIFIED. g�
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.
11. HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A
CONCENTRATED LINEAR LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY
POIN T ALON611iF, TOP OF THE RAIL. 1'1 EIS LOAD NEED NOT BE ASSUMED TO ACT W. +
CON%:URRENTLY WITH THE LOADS STATED IN THE PREVIOUS NOTE.
12. IPA T - RMEDIATE RAILS (ALL RAILS EXCEPT HANDRAILS), BALUSTERS, AND C) f;,)
:L
PANi 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" SPHERE CAN NOT
PASS THROUGH THEM. y�
14. DECK SUIi.1IACE SHALL BE A SLIP RNSISTATJT, EXTRUDED ALUMINUM DECKING
WITH A TRIPLE I -BEAM, 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 a
VERIFICATION OF EXISTING CONDITIONS.
17. RAMP HAS BEEN ENGINEERED TO 180 MPH, EXPOSURE C., IMPORTANCE r '
FACTOR 1.0. - O
1
.. u®
0-
CL
-- 0
.. • . _. �, ;_ ..�•_ w O
RAMP SECTION
(HANDRAIL NOT INSTALLED)
PROPRIETARY HINGE EXTRUSION
'(SAME WIDTH AS RAMP)
TOP OF
LANDING
1/8' I I/4"0 EA. LEG . t • ... .; , , - .... -, ;,': " . nw _.. • '. .
1/8" 1/2' G EA RIB
RAMP TO LANDING
CONNECTOR 1/4 "x3/4" SELF
DRILLING HEX HEAD
SCREWS
4 SECTION
RAMP TO ,LANDING CONNECTION
SCALE: 3 " =1' -0"
REVISION DATE:
DATE: 07 -26 -13
- -
�, • , �'
DRAWN: R.C.S.
JOB #: R.T.C.R.
SHEET NO.
:. 66 Q 1
Al -
COPYRIGHT 2007 - MODULAR PLANS DESIGN, CO.