HomeMy WebLinkAboutFoundation Design ( Mobile Home)_ � t
FIRST PIERS
SET VIN TWO FEET OF END CM)
EXST GROUND LINE
STEEL FRAME
I7'' X25"
1.5X3.5X6
WOOD SHIMS
3XBX16 CMU
= TYPE V PIER
® = TYPE A' PIER
TIE DOWN ENGINEERING SYSTEM (LONGITUDINAL AND
LATERAL BRACING) INSTALLED PER MANUFACTURERS WRITTEN
SPECIFICATIONS.
1. 48" GALVANIZED CROUND ANCHOR
2. MINILlUN FOUNDATION PAD FOR PIER SIZE "B"
IS f7" X 25" ABS.
S. ANCHOR AND STRAP REQUIRED AT FACTORY TIE
DOWN LOACTIONS. FOLLOW MANUFACTURE'S
INSTRCTIONS FOR TIE DOWN AND STRAPPING.
4. MIN. SOIL CAPACITY.- f000 PSF
S. ALL EXTERIOR DOORS. BAY WINDOWS, RECESSED
SIDEWALLS. AND EXTERIOR WALL OPENINGS 48"
OR WIDER WILL REQUIRE BLOCA7NG ON EACH SIDE.
RANDALL MERRITT
PR❑FESSI❑NAL ENGINEER
CHMED 97 LONNIE RAKER LANE
CRAWFORDVILLE, Ft 32327
REV610fEi FR(IcCr FIMMEFR 850-251-9860
—1N
CD
I certify, to the best of my knowledge, that the foundation is designed as adequately anchored
to prevent flotation, collapse and lateral movement of the structure resulting from
hydrodynamic and hydrostatic loads, including the effect of buoyancy. The design has taken
into account the provisions of (FBC R42/FBC 1612/ASCE 24) an the flood loads imposed by
a Base Flood event of 100 year flood as shown on the current St. Lucie County Flood
Insurance Rate Map.
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MODULAR HOME PIERy,.
F❑UNDATI❑N DESIGN
NOTE:
THIS FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH
FEMA 85 GUIDELINES FOR ALTERNATIVE PIER DESIGNS FOR
FLOOD VELOCITIES UP TO 1 fps.
�-FEMA F❑UNDATI❑N
G•. "" 4291 N US 1
) LOT 117
PROJECT NO.
SCME I M NO.