PAD SPECIFICATION:
GREATER THAN OR EQUAL TO 4” THICK SOLID CONCRETE 3000 P. S. I. OR GREATER LOAD RATING
PAD LENGTH GREATER THAN OR EQUAL TO UNIT LENGTH +6”
PAD WIDTH GREATER THAN OR EQUAL TO UNIT WIDTH +6”
MINIMUM 18 GA. X 5” WIDE GALV. STEEL STRAP
(G90) OR EQUIVALENT (MIN. QTY. OF 4 STRAPS)
WITH (3) 1/2” LONG #12 SELF DRILLING SCREWS
EACH STRAP (MIN. 1000 HR. COATING)
(2) 1/4” CONCRETE SCREWS
LENGTH TO PENETRATE
2-3/8” MINIMUM.
CONCRETE PAD
(SEE PAD SPECS.)
UNIT
HIGH WIND LOAD RESTRAINT DETAIL 1
SEE HIGH WIND LOAD
RESTRAINT DETAIL 1
2-1/2” MIN.
SPACING TYP.
(4) VIBRATION ISOLATION
PADS TYP. EA. CORNER
COVERED UNIT
HEIGHT BETWEEN
37-1/2” - 49-3/4”
NOT INCLUDING
ISOLATOR PADS
27” MIN
32” MAX
RESTRAINT
SPACING
C
L
THIS DRAWING USED AS A GRAPHICAL REPRESENTATION ONLY AND IT
MAY NOT APPEAR EXACTLY LIKE YOUR SPECIFIC UNIT.
186 MPH, 3 SEC. GUST IN ACCORDANCE WITH:
ASCE 7-2010 CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING
FLORIDA BUILDING CODE 2010 - SECTION 1609 WIND LOADS
FLORIDA BUILDING CODE 2010 - SECTION 1620 HIGH VELOCITY HURRICANE ZONES - WIND LOADS
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