7
Figure 2. High Wind Installation Requirements
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)
CONCRETE PAD
(SEE PAD SPECS.)
UNIT
HIGH WIND LOAD RESTRAINT DETAIL 1
SEE HIGH WIND LOAD
(4) VIBRATION ISOLATION
PADS TYP. EA. CORNER
C
L
THIS DRAWING USED AS A GRAPHICAL REPRESENTATION ONLY AND IT
MAY NOT APPEAR EXACTLY LIKE YOUR SPECIFIC UNIT.
186 MPH (299 km/h), 3 SEC. GUST IN ACCORDANCE WITH:
ASCE 7-2010 CHAPTER 30 WIND LOADS - COMPONENTS AND CLADDING
FLORIDA BUILDING CODE 2017 - SECTION 1609 WIND LOADS
FLORIDA BUILDING CODE 2017 - SECTION 1620 HIGH VELOCITY HURRICANE ZONES - WIND LOADS
PAD SPECIFICATION
GREATER THAN OR EQUAL TO 4" (10 cm) THICK SOLID CONCRETE 3000 P.S.I. OR GREATER LOAD RATING
PAD LENGTH GREATER THAN OR EQUAL TO UNIT LENGTH +6" (+15.2 cm)
PAD WIDTH GREATER THAN OR EQUAL TO UNIT WIDTH +6" (+15.2 cm)
COVERED UNIT
HEIGHT BETWEEN
37-1/2" – 49-3/4"
(92.3 cm – 126.4 cm)
NOT INCLUDING
ISLATOR PADS
27" (68.6 cm) MIN
32" (81.3 cm) MAX
RESTRAINT SPACING
2-1/2" MIN.
(6.4 cm)
SPACING TYP.
(2) 1/4
LENGTH TO PENETRATE
2-3/8" (6 cm) MINIMUM
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