NOTES: LOADS: (Site Specific) 1. RAMP LIVE LOAD = 2. SNOW LOAD = 3. NO FLOOD LOADING 4. WIND: WIND SPEED = RISK CATEGORY = EXPOSURE = K ZT = WIND DESIGN PER ASCE 7-10 CHAPTER 29 5. SEISMIC: RISK CATEGORY = I e = S S = S 1 = SITE CLASS = S DS = C S = R = 6. ALLOWABLE SOIL BEARING = 1500 PSF CODES: 2015 IBC 5 4 3 2 1 AMRAMP 55in PRO Series
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NOTES:LOADS: (Site Specific)1. RAMP LIVE LOAD = 2. SNOW LOAD = 3. NO FLOOD LOADING4. WIND:
TYP. 1.25"x1.25" 12GA 80ksi Leg HNoneCommercial Ramp
SHEET 3 OF 6
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:16 WEIGHT:
REVDWG. NO.
ASIZE
DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL
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
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
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:32 WEIGHT:
REVDWG. NO.
ASIZE
DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL
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
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
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:32 WEIGHT:
REVDWG. NO.
ASIZE
DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL
PROPRIETARY AND CONFIDENTIAL
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.
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
UNLESS OTHERWISE SPECIFIED:
SCALE: 1:48 WEIGHT:
REVDWG. NO.
ASIZE
DIMENSIONS ARE IN INCHESTOLERANCES:FRACTIONALANGULAR: MACH BEND TWO PLACE DECIMAL THREE PLACE DECIMAL
PROPRIETARY AND CONFIDENTIAL
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.