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SHEET NUMBER:
REVISION: DATE:
CHECKED BY:
ISSUE:
DRAWN BY:
PROJECT NO.:
DATE:
PROJECT INFORMATION:
CLIENT:
CONSULTANT:
SHEET TITLE:
DISCLAIMER:
200 SW 1ST AVENUE, 14TH FL
FORT LAUDERDALE, FL 33301
954-769-4356
SITE PLAN
DATE PRINTED 4 MAY 2022
| LAST SAVED:5/8/23 8:40 AM BY POWELLC1 | DWG BY: $ | FILE LOCATION:C:\Users\Powellc1\OneDrive - AutoNation\00 Projects\Acura Stevens Creek\Acura Stevens Creek_Site_Trailers_5-8-23B.dwg |
ACURA STEVENS CREEK
TRAILERS & TEMP
4747 STEVENS CREEK BLVD.
SANTA CLARA, CA 95051
THIS SCHEMATIC DESIGN IS INTENDED FOR CONCEPTUAL
PURPOSES ONLY. INSTALLATION OF ANY EQUIPMENT OR
CONSTRUCTION DONE WITHOUT PRIOR VERIFICATION
FROM THE APPROPRIATE PARTIES WILL BE DONE AT SAID
PARTY'S OWN RISK. AUTONATION AND IT'S ASSOCIATES
WILL NOT BE HELD LIABLE FOR WORK DONE FROM THIS
SCHEMATIC DESIGN.
200 SW 1ST AVENUE, 14TH FLOOR
FORT LAUDERDALE, FL 33301
954-769-4356
A100
CLIFF POWELL
1/32" = 1'-0"1
PROPOSED SITE PLAN
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48x30 S 48x30 S
48x30 S
7 8
9 10
12 11
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48x30 S48x30 S
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4 48x30 S
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
NOTE: THIS SHEET SHOWS THE GENERAL SITE CONDITIONS. REFER
TO THE NEXT SHEET FOR THE ASSEMBLY REQUIREMENTS
20'-0" 7'-0"
10'-4"
5'-2"
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
1)
2)
3)
4)
5)
6)
7)
8)
9)
1)
2)
3)
4)
5)
6)
7)
8)
RAMP SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1 in 12 AND SHALL HAVE A SLIP RESISTANT WALKING SURFACE SECURELY ATTACHED TO STRUCTURE.
THE MAXIMUM VERTICAL RISE OF RAMP RUN SHALL BE 30" (1143MM) MAXIMUM BETWEEN
LANDINGS
THE SLOPE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND THE SLOPE ON LANDINGS SHALL NOT BE STEEPER THAN ONE UNIT VER TICAL IN 48 UNITS HORIZONTAL
WHEN CHANGES IN DIRECTION OF TRAVEL OCCUR AT LANDINGS BETWEEN RAMP RUNS, THE LANDINGS SHALL BE 60" WIDE BY 72" (1524MM x 1829MM) IN THE DIRECTION OF TRAVEL FROM THE UPPER RAMP RUN.
MANEUVERING CLEARANCE ON PULL SIDE OF EX TERIOR DOOR WHEN OPENING ON TO PLATFORM SHALL BE 42" (1066MM) FOR LATCH APPROACH AN D 36" (920MM) FOR HINGE APPROACH WITH 60" (1542MM) LANDING IN FRONT OF DOOR
BALUSTERS ARE INDEPENDENTLY DESIGNED FOR A CONCENTRATE LOAD OF 200# (0.9kN) STEPS, RAMPS AND PLATFORMS SHALL BE DESIGNED FOR 100 PSF (4.8 kPA) LIVE LOAD, 300 LBS
CONCENTRATED LOAD AND, BE DESIGNED SO WATER DOES NOT ACCUMULATE ON WALKING
SURFACE
A LANDING MAY BE OMITTED AT THE BOTTOM OF AN EXTERIOR STEP OR RAMP PROVIDED THAT
THERE IS NO GATE, DOOR, OR PERMANENT OBSTRUCTION WITHIN THE LESSER WIDTH OF THE S T A I RO RR A M PO R4 4” MINIMUM BY 72” IN LENGTH.
TOP
OF HANDRAILS SHALL BE MOUNTED BETWEEN 34" (864MM) AND 38" (965MM) ABOVE THE WALKING SURFACE.
CLEARANCE BETWEEN RAIL AND WALL SHALL BE A MINIMUM OF 1 1/2" (38MM) GUARD RAILS SHALL BE DESIGNED FOR A CONCENTRATED LOAD OF 200# (0.9kN) APPLIED AT ANY POINT AND ANY DIRECTION ALONG THE RAIL OR A UNIFORM LOAD OF 50#/L.F. (0.7kN) APPLIED
HORIZONTALLY TO THE GUARD HEIGHT
HANDRAILS WITH CIRCULAR CROSS SECTION SHALL HAVE A MINIMUM OUTSIDE DIMENSION OF 1-1/4" (31.75MM) AND NOT GREATER THAN 2" (50 MM). HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. GRIPPING
SURFACE SHALL BE UNINTERRUPTED BY POSTS OR OTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS.
HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS.
ENDS OF HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR, WALL OR POST 1)
2)
3)
4)
5)
6)
7)
8)
ALL STEPS SHALL HAVE A UNIFORM RISER HEIGHT AND TREAD WIDTH. TREADS SHALL NOT BE LESS THAN 11" (279MM) DEPTH AND 7" (178MM) HIGH AND HAVE A MINIMUM WIDTH OF 48" TREAD NOSING SHALL NOT BE ABRUPT OR HAVE A RADIANCE OF MORE THAN 1/2". BOTTOM OF NOSING SHALL BE VERTICAL OR HAVE AN ANGLE NOT MORE THAN 30 DEGREES FROM HORIZONTAL PROJECTION AND SHALL NOT EXTEND MORE THAN 1-1/4" (32MM) OVER STEP BELOW IT.
THERE SHALL BE NO VARIATION EXCEEDING 3/8" (9.2MM) DEPTH OF ADJACENT TREADS OR IN
HEIGHT OF ADJACENT RISERS AND A TOLERANCE BETWEEN LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 3/8" (9MM) IN ANY FLIGHT
OPEN RISERS ARE NOT PERMITTED.
OUTDOOR STAIRS AND THEIR LANDINGS SHALL BE DESIGNED SO THAT WATER WILL NOT
ACCUMULATE ON THE WALKING SURFACE
STEPS, RAMPS AND PLATFORMS SHALL BE DESIGNED FOR 100 psf (4.8kPA) LIVE LOAD AND 300 LBS CONCENTRATED LOAD.
WALKING SURFACE SHALL BE OF SLIP RESISTANT MATERIAL SECURELY ATTACHED TO STRUCTURE.
MANEUVERING CLEARANCE ON PULL SIDE OF EXTERIOR DOOR SHALL BE 24" (610MM) WITH 60" (1524MM) LANDING IN FRONT OF DOOR
NOTES NOT AUTHORED BY CODY K.
REFERENCE: CBC 2022
DESIGN LOADS:
LIVE LOAD:
HANDRAIL IMPACT:
HANDRAIL DIST. LOAD:
SNOW LOAD:
100 PSF (4.8 kPa)
200 LBS (0.9 kN)
50 PLF (0.7 kN/m)
30 PSF (1.44 kPa) (min.)
ROUND STEEL TUBE
GALVANIZED SQUARE STEEL TUBE
ALUMINUM DIAMOND PL SHEET
ALUMINUM SHEET
ALUMINUM TUBE / EXTRUSIONS
ASTM A847
ASTM A500 GR. C
3003-H22
5052-H34
6061-T6
6005
Fy= 50 KSI (345 MPa)
Ftu=27 KSI (185 MPa): Fcy=21 KSI (114 MPa)
MATERIALS
6063
Fy= 50 KSI (345 MPa)
Ftu=34 KSI (235 MPa): Fcy=24 KSI (165 MPa)
Ftu=38 KSI (260 MPa): Fcy=35 KSI (240 MPa)
WELDS
WELDING SHALL BE IN ACCORDANCE WITH AWS D.1.1-04 USING E70XX ELECTRODES FOR STEEL AND AWS A5.10 FOR ALUMINUM, USING ALMIGWELD ER4043
ALUMINUM STEEL CONNECTIONS: CARBON STEEL BOLTS SHALL BE GRADE 5 ZINC PLATED, HOT DIPPED GALVANIZED TO ASTM A153 OR ELECTROGALVANIZED TO ASTM B63.3 A490 BOLTS SHALL NOT BE USED.
FASTENERS SHALL BE LUBRICATED TO ELIMINATE GALLING
ALL STEEL MEMBERS IN CONTACT WITH ALUMINUM SHALL BE ZINC COATED AND DEBURRED TO
ELIMINATE GALVANIC REACTION
RAMP HANDRAILS SHALL BE CONTINUOUS ALONG B O T HS I D E SO FR A M P .H A N D R A I L SS H A L LB E PARALLEL WITH THE SURFACE. AT RAMPS WHERE HANDRAIL ARE NOT CONTINUOUS BETWEEN RUNS THE HANDRAIL SHALL EXTEND HORIZONTALLY 12" (301MM) MINIMUM OVER THE UPPER AND LOWER
PLATFORMS
Ftu=38 KSI (260 MPa): Fcy=35 KSI (240 MPa)
RAMP SHALL HAVE A MINIMUM CLEAR WIDTH OF 44" WITH NO OBSTRUCTIONS STAIR HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12" (305MM) BEYOND THE BOTTOM RISER. CLEAR SPACE BETWEEN THE WALL OR OT HER SURFACES SHALL BE A MINIMUM 1-1/2" (38MM). HANDRAILS SHALL RETURN TO A WALL
ALUMINUM TUBE / EXTRUSIONS
ALUMINUM TUBE / EXTRUSIONS
HANDRAIL GRIPPING SURFACES AND ANY SURFAC ES ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. (CBC, SEC. 11B-505.8). HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (CBC, SEC.11B-505.9). 9)
10) NO FIELD WELDING
ANCHORAGE TO FOUNDATION SHALL BE THE SCOPE AND RESPONSIBILITY OF THE RAMP INSTALLER
AND SHALL MEET ALL LOCAL BUILDING CODE RE QUIREMENTS AS ESTABLISHED BY THE LOCAL JURISTICTION.
10)
WIND DESIGN CRITERIA: Vult = 115MPH, EXPOSURE = C
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
5'-2"
7'-0"
Landing
5'-0"
7'-0"
Switchback
5'-2"
10'-4"
5'-0" 5'-0" 5'-0" 5'-0"
5'-2"
44" between
handrails
2
NOTE
RAMPS CAN BE INSTALLED IN BOTH DIRECTIONS
3'-0"
42"
7'-0"5'-0"5'-0"5'-0"
5'-0"
5'-0"5'-0"5'-0"5'-0"
30' MAX30' MAX
INTERMEDIATE REST
PLATFORM
30' MAX
30' MAX
SLOPE 1:12
SLOPE 1:12
SLOPE 1:12
4" O.C. MAX
LANDING
1'-0" FLAT
5'-0" 5'-0"5'-0"5'-0"5'-0"5'-0" 7'-0"
LANDINGRAMP SECTIONRAMP SECTIONRAMP SECTIONRAMP SECTIONRAMP SECTIONRAMP WEDGE 44" BETWEEN
HANDRAILS
EVENLY SPACED
RAMPS WITHOUT RESTING PLATFORMS CAN BE CONFIGURED FROM 10' TO 30'
BUILDING ACCESS
BUILDING ACCESS
5 A4
5 A4
5 A4 5
A4
5 A4
5 A4
5 A4
3 A5
3 A5
3 A5
3 A4
3 A4
3 A4
6 A4
6 A47
A4
7 A4
7 A4
4 A4
4 A4
4 A4
1 A6
1 A6
2 A4
US PATENT # 7240388-B2
1 A6
5'-0" 5'-0"
RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTION RAMP SECTIONRAMP WEDGE
RAMP WEDGE
LANDING
RAMP SECTION RAMP SECTION RAMP SECTION
RAMP SECTIONRAMP SECTION RAMP SECTION
12" min. Horiz.
for Handrail
12" min. Horiz.
for Handrail1' Flat
1' Flat
12" min. Horiz.
for Handrail
12" min. Horiz.
for Handrail
12" min. Horiz.
for Handrail
5'-2"
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
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Santa Clara,
California 95051, US
2" X
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ALUM SQ SLIDING
POST POCKET
SEE: 3 / A4
42"
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5'-2"
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4"
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50"
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P
see: 1 / A4
see: 1 /A4
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4 A4
4 A4
6 A4
see: 1 /A4
3 A4
5 A4
3 A4
see: 1 / A4
4 A4
5 A4
DOWN
LEVEL / REST
PLATFORM
3 A4
2 A5
3 A4
2 A4
see: 1 / A4
or
LEVEL / REST
PLATFORM
78"
60" Min
see: 1 / A4
12" min.Horiz.
for Handrail
12" min.Horiz.
for Handrail
12" min.Horiz.
for Handrail
12" min.Horiz.
for Handrail
12" min.Horiz.
for Handrail
12" min.Horiz.
for Handrail
PROVIDE A 2" WIDE
MIN. CONTRASTING
S T R I P EA TT H EE D G EO F
THE TREADS
(CBC 11B-504.4.1)
12" min.
12" min.Horiz.
for Handrail
12" MIN.
12" min. Horiz. for Handrail
12" min. Horiz. for Handrail
min.
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
11 / 2 "
MIN
JOIST PER PLAN
DIAMOND PLATE
DECK
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INSIDE POCKET
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ALUM. ANGLE
RAIL POST
SLEEVE
5/8" [M16]
ASTM ZINC
PLATED BOLT
1 1
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1 8"
ALUM. SQ. TOP RAIL
2" SQ. X
1 8"
ALUM. SQ. RAIL
POST SLEEVE 5
8" [M16]
ZINC SQ. NUT.
/ SPECIAL CHANNEL
1/8 1-2
5"
3/4"
1/8
1/8 1.5-16
1/8 1.5-16
1/8 1.5-16
1/8 1.5-16
1/8 1-2
1/8 1.5-16
1/8
1/8
1/8 TYP.
SPECIAL CHANNEL
2"X0.188" [51X4.8] SQ.
ALUM. POCKET
5/8" [M16]
SQ. NUT
1-1/4"X1/8"
ALUM. (6066-T6) SQ. TOP
HORIZONTAL RAIL
5/8" [M16] BOLT42"
30" MIN
WALKING
SURFACE
4"X4"X1/4"
ALUM. BASE PLATE
20" MAX
11 / 4 "x11 / 4 "
SPECIAL CHANNEL
INSIDE SLIDING POST
1.6" SQ X 0.15" ALUM OR
1.5" SQ X, 14GA GALV. STEEL
SLIDING POST
INSIDE POCKET
1.6" SQ X 0.15" ALUM OR
1.5" SQ X, 14GA GALV. STEEL
SLIDING POST
INSIDE POCKET
3/16
6 A4
7 A4
1.25 1.25
.188.656
.125
ALUMINUM EXTRUSION
SPECIAL CHANNEL
/ LEG CHANNEL
11 / 4 "x11 / 4 "
SPECIAL CHANNEL
INSIDE SLIDING POST
5/8" [M16]
SQ. NUT
WALKING
SURFACE
2"X0.188" [51X4.8] SQ.
ALUM. POCKET
5/8" [M16]
SQ. NUT
4"X4"X1/4"
ALUM. BASE PLATE
5/8" [M16] BOLT
5/8" [M16] BOLT
2"X2"X0.150" or
4"X2"X0.150"
ALUM. ANGLE BOTTOM
RAIL TOE GUARD
W/ 1/8"X2" FILLET WELD
TO RAIL POST SLEEVE
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
0.10"
101/4"
3/4"
1/8
11 / 2 "M I N
12"
7"M A X
4" O.C. MAX
P
1/8 1/2
5'-2"
2'-0"
EXTENSION
48"
BETWEEN HANDRAILS4'-6" 5'-2"
SEE: 6 / A4
42"
36"
1 1/4" x 1 1/4"
SPECIAL CHANNEL
INSIDE SLIDING POST
11 / 4 "x11 / 4 "
SPECIAL CHANNEL
INSIDE SLIDING POST
3 A5
1 A5
3 A4
7 A4
7 A4
2 A5
12" min.
12" min. Horiz.
for Handrail
PROVIDE A 2" WIDE
MIN. CONTRASTING
STRIPE AT THE EDGE OF
THE TREADS
(CBC 11B-504.4.1)
24 1/2"
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek
Blvd,
Santa Clara,
California 95051, US
1/8 1/8
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek Blvd,
Santa Clara,
California 95051, US
NOTE: THIS SHEET SHOWS THE GENERAL SITE CONDITIONS. REFER
TO THE NEXT SHEET FOR THE ASSEMBLY REQUIRMENTS
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SYSTEMS
4747 Stevens Creek Blvd,
Santa Clara,
California 95051, US
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SYSTEMS
4747 Stevens Creek Blvd,
Santa Clara,
California 95051, US
1 2 3
4 5 6
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10 11 129
42"
7.875"
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COMPLETE ACCESS
A DIVISION OF INTEGRATED STAIR
SYSTEMS
4747 Stevens Creek Blvd,
Santa Clara,
California 95051, US
1/8 1/8
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16 17 18
11 / 4 "X11 / 4 "
ALUMINUM SPECIAL
LEG CHANNEL
4"X4"X 1/4"
ALUMINUM BASE PLATE
PAVED OR
UNPAVED
GROUND
(2) 2 X 10. 12" LONG
(OR LARGER) P.T.
PAD CENTERED TO
COLUMN POST
SPECIAL CHANNEL
4" X 4" X
1 4" ALUM. BASE
PLATE W/ (1)
1 2"P X3 "L A G
SCREW CENTERED ON PAD
1" TYP
PAVED OR
UNPAVED
GROUND
SPECIAL CHANNEL
4" X 4" X 1/4" ALUM. BASE
PLATE W/ (1) 1/2" P X3 "L A G
SCREW CENTERED ON PAD
(2) 2 X 10. 16" LONG
(OR LARGER) P.T.
PAD CENTERED TO
COLUMN POST
1" TYP
.125
.656
.188
1.25 1.25
40" or 60"
5 A3
5 A3
7 A3
7 A3
9 A3
9 A3
1.60 1.60
.120
.150
1/8
MINIMUM FOUNDATION
REQUIREMENTS: 4" THICK
SLAB/FOOTING, 2500 PSI
NORMAL-WEIGHT
CONCRETE. DESIGN BY EOR
1/2" DIA. DEWALT
POWER-STUD+ SD1 PER
ICC-ESR 2818 w/ 2 1/2"
MIN. EMBEDMENT INTO
CONCRETE
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