HomeMy WebLinkAboutENGINEERING DRAWINGSSTATE 0.�'F'FLORI-DA'
ENGINEERED DRAWINGS
BY: Sapa Extrusions, Ilc. (REDD Team)-
DELHI, LA 1-800-779-5509 CONTRACTOR
RE: URS RAMP SYSTEMS WITH 42/34/23 VERTICAL PICKET RAILS,
THESE PLANS AND All. PI'IOPOSE WORK
ARE SUBJECT TO ANY CORRECTIONS
RE UIROD BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORMR TO
COMPLY WITH ALL APPLICABLE CODES.
Kevin M. Finn P.E., I•nc.
1716 Elkhart Rd., Suite 1
Goshen, IN 46526
FL Lic. # 41622
FL COA# 29887
BUILDING CODE REF. - 2010 FL BUILDING CODE
MAX. WIND SPEED - 160 MPH. EXP. B
GENERAL NOTES:
TABLE OF CONTENTS FOR A 42 " V E R T I 1. ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN.
C /� 2. DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE 2005 EDITION_ OF THE ALUMINUM
ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. PICKET RAMP 8c LANDING SYSTEM /�
3. ALL ALUMINUM CONSTRUCTION USING 6000 SERIES ALUMINUM ALLOYS. STRUCTURAL MEMBERS TO BE
6061-T6, 6063-T6 AND 6005-T5 ALUMINUM ALLOY.
PAGE CONTENTS 4. ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED.
DATE PAGE 5. WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.2-97 GAS METAL ARC WELDING (GMAW)
COVER SHEET & NOTES 7-3-12 COVER PROCESS BY EXPERIENCED OPERATORS.
6. ALL PLAN VIEW OF RAMP SYSTEMS 7-3-12 1-1 B 7. LANDING,
RAMP AND STAIR SECTIONS ARE TO BE ENGINEERENERS TO BE 18-8 (SERIES 304) STAINLESS STEEL D
OTHERWISE NOTED.
RAMP DETAILS 7-3-12 2-6 'oRA1ooPSFLIVELOAD.
8. LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM CONCENTRATED
STAIR CROSS SECTION D ETA_ I LS 7-3-12 7-8 VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12" x 12" AREA. STAIR TREADS SHALL BE DESIGNED
LEG C 0 N N ECTI 0 N DETAIL 7 — 3 —12 9 TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 SQUARE INCH AREA.
9. RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINIMUM HEIGHT UNLESS OTHERWISE SPECIFIED.
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 SINGLE CONCENTRATED LOAD
t 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 50 LBS ON AN AREA EQUAL TO 1
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 OPENING.
' 14. DECK SURFACE SHALL BE A SLIP RESISTANT, 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.
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1 7/16" X 1 15/16" ALUM. TUBE TOP RAIL
& VERTICALS TYP. ALL RAMP POSTS HAVE 37
TYP HANDRAIL 12 MATERIAL INSERTS 2'-3" LONG FROM
1 1/4" SCH. 40 ALUM. PIPE t 1/2' x 1" ALUM. SNAP CHANNEL W/ 1 1/2'
1.660 OD x 0.14 WALL) CLOSURE, TYP. (3' Y � �--- -10' CLEAR, REF.)
1 7l/SCH- 40 (1.66" OD x 0.14" ) ALUM.
PIPE HANDRAIL TYP, t
3/4" X .062" SQ. ALUM. TUBE PICK ® 3 3/4
MAX. SPACE BETWEEN
REDD TEAM EXTRUDED 34'
HANDRAIL BRACKET 2" X 5" X 1/8" SELF -MATING CHANNEL 23'
1 /4„ EVERY POST 4' DECK SURFACE
1 1/2" X 8" SLIP -RESISTANT
EXTRUDED ALUMINUM DECK TYP.
ALUM. TUBE o
1 7/16"x1 15/16"x1/8" _
NOTE: '
SIDE VIEW HANDRAIL SHALL BE SMOOTH
WITH NO SHARP EDGES,
1 DETAIL AT CONNECTIONS
2 34" RAMP HANDRAIL
SCALE:. 3"=1'-O"
1'-6" (30")x5/8"
TIE -DOWN EARTH
ANCHOR WITH
DOUBLE HELIX
2 DETAIL
2 OPTIONAL EARTH ANCHOR
SCALE:• 1 1 /2"=1 '-O"
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RAPPING ANSI &
TM CERTIFIED
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AND HEX NU•..,
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BOLT WITH STEEL EXPANSION
SLEEVE, WASHER, ANCHOR HEAD
AND HEX NUT
ANCHOR LOCATIONS SHOWN
(X) ON PLAN.
STANDARD RAMP
LEG ASSEMBLY
5'-10' (OUT TO OUT)
A —A SECTION A —A
2 RAMP CROSS SECTION
SCALE: 1 1 /2"=1 '-0"
GROUND
3" (CONCRETE)
a•:
3 DETAIL
2 OPTIONAL CONCRETE ANCHOR
SCALE: 1 1 /2"=1 '—O"
1 /4"xO.035"x8'-O"
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SELF —MATING CHANNEL
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WALL RECT. ALUM.
TUBE VERTICAL POSTS
i ISOMETRIC
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SCALE: 3"=1'-0" (EA. SIDE)
I. 1- 1 15/16"
2"x5"x1 /8"
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CHANNEL W/ .125"
RADIUS EDGES
TOP OF
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SCALE: 1 1 /2"=1 '-0"
3 DETAIL
3 LANDING RAIL
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NOTE:
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_KING RAILS SIMILAR
RFACE
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HEX BOLT- 3/8%
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96 MAT'L TUBE
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44 MAT'L TUBE
3/4"x2 1 /4"x 1 /8"
.X BOLT- 3/8x2 3/
43 MAT'L TUBI
5/16"x1 7/16"x1/8
LESCOPING LEG, TYF
10"x6"x1/4" PLU
FRONT VIEW
i DETAIL
t� LANDING LEG ASSEMBLY
SCALE: 1 1 /2=1'-O"
SIDE VIEW
O ''. ,
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(HANDRAIL NOT INSTALLED)
PROPRIETARY HINGE EXTRUSION
(RAMP WIDTH LONG)
TOPOF
LANDING
RAMP TO LANDING
CONNECTOR
3 SECTION
4 RAMP TO LANDING CONNECTION
SCALE: 3"=1'-O"
1 1/4" ® EA. LEG
1/2' ®,EA. RIB
1 /4"x3/4" SELF
DRILLING HEX HEAD
SCREWS
#100/4" PAN HEAD TEK SCREW-
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THRESHOLD
1/2'
#143/4° SELF TAPPING
HEX HEAD SCREW
URS BLANK MOUNTING CHANNEL (SELF -MATING)
DIFFERENT TYPES OF ATTACHMENT:
1.) FOR ATTACHMENT 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. MAX.)
3.) FOR ATTACHMENT TO CONCRETE: 3/8" DIA. HEX- HEAD SLEEVE ANCHORS. (12" O.C. MAX.)
2 SECTION
4 WALKWAY OR LANDING TO BUILDING CONNECTION
SCALE: 3'=1 '-O"
(INSIDE/INSIDE)
NOTE
12
WALKING SURFACE/
VERTICAL PICKET GUARDRAIL
1'-6" MIN LEVEL
END HOOP :-
i
CONCRETE
LANDING
(OTHERS)
`1/4" THK TRANSITION PLATE
1 1 /2"x6"/8" ALUM. DECK W/SLIP RESISTANT SURFACE
NOTE: .
NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH.
4 DETAIL
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SCALE: 3/4=1'-0"
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SHEEP NUNBER
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5/16"x1" S.S.
BOLTS (2 EACH SIDE)
2"x5"x1/8" SELF
MATING ALUM. CHANNEL
1 1/2"x6" SELF MATING ALUMINUM DECKING WITH
EXTRUDED SLIP RESISTANT SUFRACE (BOTTOM VIEW)
BOTTOM VIEW
A -A DETAIL VIEW
rj RAMP, ADJUSTABLE LEG ASSEMBLY
SCALE: 3/4"=1 '-O"
TOP SIDE
OF SWIVELCONE ASSY
3/16" x 2" x 7" ALUM. F
3/16" x 2" x 7" LEG ASSY.
MOUNTING PLATE, TYP.
2"x5"x1/8" SELF
MATING ALUM. CHANNEL
1 5/8" O.D. x1/8" WALL
�� 1� ROUND TUBE
SIDE TOWARDS °
5/16'x1" S.S.
BOTTOM OF RAMP o HEX BOLT
ASSEMBLY
O 1/B' 1/2' 0 EVERY RIB
° x 2" x 7" ALUM. F.B.
1/B' 2' 0 5'
2 1 /4"x 1 3/4"x 1 /8" 1/8' t13/16
RECT. ALUM. TUBE 2"x2"x1/8" RLA
LEG RECIEVER TUBE w/SPLINES
5/16" S.S. HEX NUT
#14x3/4" HEX HD TEK S(
B-B DETAIL VIEW
rj RAMP, ADJUSTABLE LEG ASSEMBLY
SCALE: 1 1/2"=1'-O"
R,ACT K
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SCALE: 1 "=1'-O"
SELF MATING ALUMINUM
HINGE TUBE WITH
EXTRUDED SLIP RESISTANT
SURFACE (PROPRIETARY
EXTRUSION SHAPE)
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5
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OA 2"x7" LEG ASSY. MOUNTING PLATE
1"
NOTE Z4
LEG ASSEMBLY
PERPENDICULAR
TO THE GROUND 1 15 16"
jo.--
1/4"x6"x10" FOOT PAD
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2 DETAIL
rj RAMP TO RAMP w/ ADJUSTABLE LEG ASSEMBLY
LEG ASSEMBLY MOUNTED TO RAMP SCALE: 1 1/2"-1'-O"
12"
RAMP
3/8"x2 3/4" H.H.
S.S. BOLT & NUT
THROUGH SUPPORT LEG
A -A
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SCALE: 1 /2"=1'-0"
SELF MATING HINGE UP �i • ''' rij
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SELF MATING HINGE DOWN 2 x5 x3/16" DECKING WITH EXTRUDED SLIP
/SELF MATING CHANNEL' RESISTANT SURFACE
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PLATE W/ NON-SKID SURFACE
NOTE: OTHER RAMPS SIMILAR
2 DETAIL
6 4'x8' END RAMP DETAIL
SCALE: 1 /2"=1'—O"
is
2"x5"x 1 /8" SELF
MATING CHANNEL WITH
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SCALE: 1/2"=1'-0" noZ
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SECTION VIEW
6 LANDING CROSS SECTION
SCALE: 3/4"=1'—O"
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URS CHANNEL
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DRILLING HEX HEAD SCREW
30"
A." (P.T.)
' CROSS SECTION
URS CHANNEL
2" x 5"-x 3/16"
1/8"
1/8"
RISER PLATE
5 1 /2' x 1 /8" THK
EACH VERTICAL LEG
(EVERY TREAD)
EACH
OCCURENCE
STAIR STRINGER
2" x 8" x 1 /8" ALUM TUBE
1 /8" V 1 "-3"
EACH LEG
(EVERY TREAD) 1 /8" 1 /2"
EXTRUDED SLIP —RESISTANT
ALUMINUM STAIR TREAD (TYPICAL)
11 1/2"
(TYPICAL)
6"
(TYPICAL)
SECTION C-C:
5RIO07 STAIRWAY CROSS SECTION
.(RAILINGS OMITTED FOR CLARITY)
SCALE. NTS
- - -----F-- ----
11.800" (P.T.)
i DETAIL
7 2 3/4"x1 1/2" UPPER STAIR HINGE
SCALE: NTS
RAIL MOUNTING POCKET
2" - x 2" x 1 /8" TUBE
P ��ETAIL
'7 SLIP -RESISTANT STAIR TREAD
SCALE: NTS
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NOSE OF TREAD (TYPICAL)
11 112" (NOSE OF TREAD
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—
1' MIN, LEVEL
(TYPICAL TOP & BOTTOM)
2'-10"
3'-6"
TATE OF
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8 -UPPER AND LOWER STAIR HOOP DETAILS.
SCALE: � 3/4"=1'-0"
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6' X 10' X 1/4' PLA
BASE
1 1/2' X 2' X 1/1
ALUM, TUBE LEG, TY
18" MIN.
16" MIN.
1 PLAN VIEW
LANDING LEG ATTACHMENT
SCALE: NTS
1 1/2' X 2' X 1/s'
ALUM. TUBE LEG, TYP.
NOTES:
1. WHEN RAMP AND LANDING SYSTEM
IS NOT ANCHORED TO BUILDING,
A CONCRETE PAD 24' X 24' X 8'
IS REQUIRED FLUSH WITH FINISHED .
GRADE.
(2) 1/4' X 3' LAG SCREWS (BY OTHERS)
P.T. WOOD PAD
(BY OTHERS) —7 F
6' X 10' X 1/4' PLATE
I iJjrl I —► I I-1 I C I I —III —I I L 3" (CONSIST OF TWO LAYERS OF
�—� � SOIL•- � � �_ � �� TWO 2' X 10' X 18' LONG &
TREATED FOR SOIL.EXPOSURE.
NAIL TOGETHER WITH (8) 10d
FRONT VIEW NAILS. [BY OTHERS.])
OPTION #2: WOOD BASE
LANDING LEG ATTACHMENT
SCALE: NTS
Fit ftMDIN\/i%MIVADiri' 1 1 1 9 tC TiR
3"(CONSIST OF TWO
LAYERS OF THREE 2' X
8' X 21 3/4' LONG 8
TREATED FOR SOIL
EXPOSURE. NAIL
TOGETHER WITH (18)
10d NAILS. [BY
OTHERS.])
CONCRETE PAD
(BY OTHERS)
FINISHED GRADE
1 1/2' X 2' X 1/8'
ALUM. TUBE LEG, TYP.
(2) 5/16' X 2 1/4' HEX HEAD WEDGE ANCHOR (BY OTHERS)
6' X 10' X 1/4' PLATE
d..
SOIL = 4f (8' THICK X 24' X 24'
CONCRETE WHEN RAMP AND
LANDING SYSTEM NOT ATTACHED
FRONT VIEW TO BUILDING) .
OPTION #1: CONCRETE BASE
LANDING LEG ATTACHMENT
SCALE: NTS
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SECTION A —A
LANDING -LEG ATTACHMENT
SCALE: NTS
3" (CONSIST OF TWO
LAYERS OF TWO 2' X
8'X18'&ONE 2'X
4' X 18' THAT ARE
TREATED FOR SOIL
EXPOSURE. NAIL
TOGETHER WITH (8)
10d NAILS. I BY
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1' THK. PLASTIC
BEARING PAD
1 1/2' X 2' X 1/8'
ALUM. TUBE LEG, TYP.
— (2) 1/4' X 2'
CARRIAGE BOLTS (BY
OTHERS)
FRONT VIEW
6' X 10' X 1/4'
PLATE
OPTION #3:
PLASTIC BASE
LANDING LEG ATTACHMENT
SCALE: NTS
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