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MIAMI TECH, INC.
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AST Standard Duty
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A/C Stand Design Tool
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FBC 6th Ed. (2017) - HVHZ & NON-HVHZ
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CONTRACTOR & JOB INFORMATION
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Contractor Name:
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Job Name:
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Job Address:
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Job City/State:
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, FL
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DETERMINE SITE SPECIFIC DESIGN PRESSURES
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(STEP 1)
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Exposure Category:
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Lateral Wind Load (psf) =
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(STEP 2)
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Roof Height (ft):
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Uplift Wind Load (psf) =
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(STEP 3)
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Windspeed (mph):
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STAND AND UNIT INFORMATION
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(STEP 4)
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(STEP 5)
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Unit #
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Width (in)
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Depth (in)
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Height (in)
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1
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Post Height (in) =
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See Requirements
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2
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Stand Depth (in) =
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3
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Number of Frames =
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4
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Roof Substrate:
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5
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Part No.
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DESIGN CHECK SUMMARY
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Moment
In Post
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Moment
In Frame
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Moment
In Rail
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Axial
Load In Post.
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Frame
Weld (Moment)
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Frame
Weld (Shear)
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Base
Weld (Moment)
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Base
Weld (Shear)
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Channel
Weld (Moment)
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Channel
Weld (Shear)
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Anchor Capacity
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Clip
Capacity
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Moment
CAB Angle
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CAB
Angle Tie-Down
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This document is not legally binding without
the certification of a Professional Engineer.
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NOTICE TO ALL CONTRACTORS AND BUILDING OFFICIALS:
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ALL CALCULATION
RESULTS CAN ONLY BE ACHIEVED BY AND USED FOR MIAMI TECH A/C ROOF STANDS
COMPLETE SYSTEM
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OF FRAMES AND I
-BEAMS BEARING THE MTI STAMPED MARKING ON ITS COMPONENTS.
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Contractor to determine beam length based on unit width(s) PLUS the required
spacing of units as specified by the euipment manufacturer.
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When specified stand depth indicated is greater than the unit to be mounted,
Cross Mounting Angles (MTI part # AS17CAB-xx) are a
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required accessory for installation.
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If no results found using this calculator, please Contact Miami Tech Inc at
(800)-339-2290 for further assistance.
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