2. snow load = 4. wind: kzt wind design per asce 7-10

NOTES:LOADS: (Site Specific)1. RAMP LIVE LOAD = 2. SNOW LOAD = 3. NO FLOOD LOADING4. WIND:

WIND SPEED = RISK CATEGORY = EXPOSURE =

KZT = WIND DESIGN PER ASCE 7-10 CHAPTER 29

5. SEISMIC:RISK CATEGORY =

Ie =

SS =

S1 = SITE CLASS =

SDS =

CS = R =

6. ALLOWABLE SOIL BEARING = 1500 PSF

CODES:2015 IBC

5 4 3 2 1

AMRAMP55in PRO Series

3'-0"

42.50"

42.50"

42.50"

TYP.12"

TYP.12"

TYP.12"

2'-4" 2'-6" 2'-9" 3'-0" 2'-4" 2'-5" 2'-4" 2'-5" 3'-11" 3'-11"

2'-11"

R15

4'-7"

5'-0" 6'-0" 5'-0" 5'-0" 4'-0" 4'-0" 3'-0" 2'-0"

5'-0"

5'-0"

4'-7"

4'-7"

6'-0" 6'-0" 5'-0" 6'-0" 5'-0" 4'-0" 3'-0" 3'-0" 2'-0"

5'-0"

5'-0"

4'-7"

5'-0"

3'-0"

42.50"

42.50"

TYP.12"

TYP.12" TYP.12" TYP.12"

2'-4" 2'-4" 2'-10" 3'-0" 2'-10" 3'-0" 2'-4" 2'-6" 2'-10" 3'-0" 2'-4" 2'-6" 3'-11" 2'-11"

2'-10"

R25

3'-0"

42.50"

42.50"

TYP.12"

TYP.12" TYP.12"

TYP.12"

2'-10" 3'-0" 2'-4" 2'-4" 2'-9" 3'-0" 2'-4" 2'-6" 2'-9" 3'-0" 2'-4" 2'-5" 3'-10" 2'-11" 2'-11"

Typical Ramp Elevation view Straight.

B3

C3

A3

5'-0" 4'-7"

5'-0" 6'-0" 6'-0" 5'-0" 6'-0" 5'-0" 4'-0" 3'-0" 3'-0" 2'-0"

Typical Ramp Plan view Straight.

F3

E3

D3

M4

U5

42.50"

3'-0" 42.50"

TYP.12"

TYP.12"

2'-4" 2'-4"

2'-11"

3'-11" 3'-11" 2'-6" 2'-4" 2'-5" 2'-4" 3'-0" 2'-10"

R35

5'-0"

4'-7"

5'-0"

5'-0"

6'-0" 5'-0" 5'-0" 4'-0" 4'-0" 3'-0" 2'-0"

Typical Ramp Plan view with Switchback.Typical Ramp Elevation view with Switchback.

Typical Ramp Plan view 5x10 Platform Start.Typical Ramp Elevation view 5x10 Platform Start.

Typical Elevation view of Ramp 90. Typical Plan view of Ramp 90.

NoneDO NOT SCALE DRAWING

Commercial RampSHEET 2 OF 6

UNLESS OTHERWISE SPECIFIED:

SCALE: 1:96 WEIGHT:

REVDWG. NO.

ASIZE

NAME DATE

COMMENTS:

Q.A.

MFG APPR.

ENG APPR.

CHECKED

DRAWN

FINISH

MATERIAL

INTERPRET GEOMETRICTOLERANCING PER:

DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL

5 4 3 2 1

27.65

1.00 14.63

30.63

42.50 41.00

4.80

60.00

TYP.1.5"x1.5" 14GA 80ksi Picket

3/4"x3/4" 16GA Picket Tube TYP.

3/32"TYP.

3/32"TYP.

3/32"TYP.

1/16" 3/4"

42.50

TYP. 3.50"

60.00

TYP.8"

Q5

42.50

1.00 14.63

30.63

42.50

4.80

44.875

.375

48.00 3/4"x3/4" 16GA Picket Tube TYP.


S5

3/32"TYP.

1/16" 3/4"

3/32" TYP.

42.50

27.75

.375

60.00

0

1.00

14.625

30.625

42.50 3/4"x3/4" 16GA Picket Tube TYP.

TYP. 1.5"x1.5" 14GA 80ksi Picket



3/32"TYP. 3/32"TYP. 1/16" 3/4"

3/32"TYP.

2.00

0 3.50

27.50

51.50

2.00

0 3.50

27.50

51.50

< 2"x2"x1/8" TYP.

2.00 0 3.50

8.50

20.50

27.50

32.50

39.50

51.50

56.50

L 2"x2"x1/8" TYP.

55.00

5.688

48.00

L 2"x2"x1/8" TYP. 1/8" 2"TYP.

1/8" 1-1/2"TYP.

44.00

0

3.37

5

8.

375

39

.375

44

.375

47.7

5

27.00

60.00

5.57

55.00

T5

L 2"x2"x1/8" TYP.

L 2"x2"x1/8" TYP.

T25

T15

1/8" 2"TYP.

1/8" 1-1/2"TYP.

1/8" 1-1/2"TYP.

60.00

5.19

60.00

27.00

L 2"x2"x1/8" TYP.

1/8" 2"TYP.

1/8" 1-1/2"TYP.

1/8" 1-1/2"TYP.

56.00

0

3.37

5

8.

375

27

.375

32

.375

51

.375

56

.375

59.7

5

L 2"x2"x1/8" TYP. 56.00

0

3.37

5

8.

375

20

.375

27

.375

32

.375

39

.375

51

.375

56

.375

59.7

5

L 2"x2"x1/8" TYP.

7 116 " 5 3

16 "

5 14 " 9"

7 716 " 5 9

16 "

9 516 " 5 9

16 "

12.00(Variable lengths) .375

.125

9.00

1.25"x1.25" 12GA Tube

4.00

4"x4"x1/8" Plate

1/8" 3/4"

A CB

G

E

TYP. Elevation View of 4' Picket

TYP. Commercial 4' Ramp Section

TYP. Commercial 5'x5' PlatformTYP. Commercial 5' Ramp Section

TYP. Elevation View of Picket and Bracing


D


F

TYP. 1.25"x1.25" 12GA 80ksi Leg HNoneCommercial Ramp

SHEET 3 OF 6


SCALE: 1:16 WEIGHT:

REVDWG. NO.

ASIZE


5 4 3 2 1

THE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OF<INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF<INSERT COMPANY NAME HERE> IS PROHIBITED.

PROPRIETARY AND CONFIDENTIAL

1" Hex Screw with Standard Washer TYP.

Self Tapping TEK Screws through the Mounting bracket into Leg

2.5" TEK Screw

Standard WasherStandard Washer

Hex screw TYP.Nut

Mounting BracketRamp Section/Platform

55.0 59.0

22.5

24.0

1.875

1.50

L 2"x2"x1/8" Angle

L 2"x2"x1/8" Angle

R.3/8"x7/8" TYP.

1/8" TYP.

1/8"

1.25" 14 GA Handrail

42.50

2.00

48.00 1.75

36.00

Ramp Section


1.25"x1.25" 12GA 80ksi Leg

Straight Rail Brackets

Torx Head Screw

Hex Screw and Nut

Ramp Cross Section - IBC

Mounting Bracket Min. TYP. 8" 2.75

Handrail

0.3125 Lock Washer

Connector Caps

1.25"x1.25" 12GA 80ksi Leg

Picket Frame

Max. Handrail Span 48"

1.5"x1.5" 14GA 80ksi Picket #1 1.5"x1.5" 14GA 80ksi Picket #2

58.00

42.50

1.25" 14GA Handrail 48.00

20.325

36.00

14.575

1.25"x1.25" 12GA 80ksi Leg

Mounting Bracket

Ramp Section

Hex Screw and Nut

Straight Rail Brackets

Torx Head Screw


Min. TYP. 8" 2.75

Max. Handrail Span 48"

1.5"x1.5" 14GA 80ksi Picket #21.5"x1.5" 14GA 80ksi Picket #1

Connector Caps

Handrail #2

0.3125 Lock WasherPicket Bracing

1.25"x1.25" 12GA 80ksi Leg

Handrail #1

Concrete

1.25"x1.25" 12GA 80ksi Leg

Simpson 3/8"x2.5" Titen HD

or Equiv. TYP.2 Anchors per Leg

AAG SP12 Bolthold 3/8"x4" Anchoror Equiv. TYP.

2 Anchors per LegAsphalt

1.25"x1.25" 12GA 80ksi Leg

Ground

Handrail bolted to Bracket and Picket - IBCI

J

Ramp to Ramp Connection Detail K

L

Concrete Anchor

Bracket to Section Connection

M

P1

NTYP. Top view & Isometric of Bottom Transition Plate

P2Asphalt Anchor

Ramp Cross Section - AAB

O

Handrail bolted to Bracket and Picket - AAB

NoneCommercial RampSHEET 4 OF 6


SCALE: 1:32 WEIGHT:

REVDWG. NO.

ASIZE


PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THISDRAWING IS THE SOLE PROPERTY OF<INSERT COMPANY NAME HERE>. ANY REPRODUCTION IN PART OR AS A WHOLEWITHOUT THE WRITTEN PERMISSION OF<INSERT COMPANY NAME HERE> IS PROHIBITED.

5 4 3 2 1

25.00

Brace bolted to the Ramp Section above 24" by 5/16" TEK Screws

Brace

TEK Screw

TYP.1.5"x1.5" 14GA 80ksi Picket Frame

TYP.1.25"x1.25" 12GA 80ksi

1"x1/4" (min.) Flat Bar, TYP.

2.00

.375

1.625

2.00

1.50

0

.75

3.

50

8.

50

10

.00

.125 1.625

2.00

1.50

4.80

.375

0

.67

3.

50

8.

50

10

.00

.125 1.625

2.00 4.80

.375 1.50

0

1.

50

5.

85

8.

50

10

.00

1/8" 1-1/2" TYP.

1/8" 2"TYP.

TYP. Stiffener Weld

3/32" TYP.

1/16" 3/4"

3/32" TYP.

1/8" 1-1/2" TYP.

1/8" 1-1/2" TYP.

1/8" 1-1/2" TYP.

1/8" 1-1/2" TYP.

Patio Block placedon soil/ground

Platform/Ramp Section Bracing Detail Q

R1Mounting Bracket - BPC Mounting Bracket - BSSEL R2

Mounting Bracket - BSSSR R3 TWelds on the Ramp Section and Platform

UTYP. Mesh Surface1/2"#13 SXM .090"x.088/.093

Opt. 14GA Diamond Plate U

SWelds on the Pickets

TYP. Weld on Ramp Section T1 T2TYP. Weld on Ramp Section

Leg on Patio Block VNoneCommercial Ramp


SCALE: 1:32 WEIGHT:

REVDWG. NO.

ASIZE




5 4 3 2 1

SHEET 5 OF 6

36" TYP.

42.50

56"

12" Handrail Extension

3.5" TYPSpacing

34" Max.

66" Max.

11" Tread TYP.

11" width beyond the

final riser

36"

1-1/4"-14GA Handrails

1-1/2"x1-1/2"x 14GA 80ksi

3/4"x3/4"x16GAPicket Tube

1-1/4"x1-1/4" 12GA 80ksi Leg

3/16" Thick C ChannelStringers

Ground

55" TYP.

48" Min. Clear Spanbetween Handrails

36"

1-1/2" Handrailspacing

Riser heightfrom 4" to 7" TYP.

42.50

36" TYP.

56" 1"x1/4" Min. Flat Bar Bracing

1" Hardware usedto connect to rampsection/platform

Ground

ARiser height

from 4" to 7" TYP.

11.00Tread width

Solid Riser Plates

Solid C Channel Stringers

1" Bolt Hardwareconnecting Stringerto Stair Tread

1-1/2"x1-1/2"x 14GA 80ksi

11.00 2.00 1/4" Thick 50ksiSolid Riser Plate

1/8"

2"x2"x1/8" 55ksi AngleUsed on all membersexcept Riser Plate

1/8"

1/8"

11"

316 "

1 12 "

Stair Tread to be coveredin same mesh surface asthe ramp sections.Stringer Cross Section

Commercial Ramp

SHEET 6 OF 6


SCALE: 1:48 WEIGHT:

REVDWG. NO.

ASIZE




5 4 3 2 1

2. snow load = 4. wind: kzt wind design per asce 7-10

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