HomeMy WebLinkAboutFOUNDATION PLANi
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NOTE: PER TITE'A• HAS A
ARE PM
MAXWM fEIGH tl' 36' FROM
T
NOTE Am TIPE'B' HAS A
MA10MUM mwT w 54• FROM
CRUDE iO TOP P.T. 2 X 8
f%tAOE TO TOP OF P.T. 2 X 8
STRUCTURAL LOAD LIMITATIONS:
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1. YLn'm,MEON`UffiI
1 NOMINALOEESNYAlEMT3II
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•RSa .IDA UTESOR
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APSE
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6. MIN ASSUMED SOIL BURINS GpAOIN. IOMM
B. OCC.O,.1U,C`MON P]
IO. CONB,XUODON]YPE: VB
11. T1136WLOINO I9 NOT LfSGNBJ FORNALB19iFPlANOX
VELOCIGYHALO GNEDONEAa OEEDMUSLEFBO
rz Twn GI9LInxG la xoroEslatrnroBEvASSESclnoR
xoxE onia xe iR(AAnDi ABOW� EBLAONO IEIERE.
1 aNUSTBBLOGIEOTBO TOIEI. kMINNLOO
PRONEOAZONRNTII8RTxENGMIUUAT SxxOUOO
FR MOR EEAOO EA ORD2DH ILEATTEOMML
511E NILRBEPIlOy):TXEGl000RNE1E48
I FACTORY
I FACTORY
® 16"xI V ABS PAD =1785 LBS. CAPACITY
0 1rxU' ABS PAD = 2500 LBS. CAPACITY 11
SYMBOLS
v F.T. -FRAME TIE -DOWN FASTENED TO
OC-A. GROUNDANCHOR.
0-OLIVER TECHNOLOGIES OR EQUIVALENT
LONGITUDINAL 8 TRANSVERSE BRACING SYSTEM
13-OLIVER TECHNOLOGIES OR EQUIV.
LONGITUDINAL BRACING SYSTEM ONLY
FOUTATION NOTES:
1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY.
2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE
DOUBLE BLOCKED.
3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES. INC., OR EQUIVALENT AND ALL SIDEWALLANCHORS ARE
SPACEDPERPIAN. FOUR FOOTGROUND ANCHOR MAYBE USED.
4. THE MODEL 1101 N'(LONGITUDINALB LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES
AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERALARM
STABILIZING LOCATION. THIS FRAME TIEAND STABILIZER PLATE MUSTBE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN.
5. WOOD SHIMS MAYBE INSTALLED WHEN NECESSARYSETWEEN THE I -BEAM AND THETOP OF THE PIER SHIMS SHALL BE FREE OF
KNOTS, SPUB,AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T.LUMBER, CEDAR, OR ASS AND BEARS AT ALL CONTACT
POINTS SWUl NOT BE LESSTHAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS.
6. ALLTIE DOWN ANCHORS SHALL HAVEA MINIMUM 4,725 LB. CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURERS SPECIFICATIONS.
7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDA
8. ALL PIERS SHALL BE CONSTRUCTED OF B'XB' X IV CONCRETE MASONRY UNITS CONFORMING TOASTM DID.
9. INSTALL BLOCK PIER ON EACH S1DE OF ALL EXTERIOR DOOR OPENINGS.
10. FBEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (M DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE
LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE.
11. ALL MASONRY PIERS MAYBE INSTALLED IN ADRY STACK SUBJECTTO LOCAL JURISDICTION
45'-4' DOOR END
4Z'-4' DOOR START
� - — E
s'—s"
7'-0"
A
5'-0" O.C.
MAX SPACING 4'-0" O.C. _p^
MAX MAX
ff
• - 7'-0" MAX
A
IAXJ 5'-0" O.C. F-1 P-1 B I Lt2'-2•FRWT DOORFILE
MAX MAX -
MAX SPACING 15'-2' FRONT DOM END
C
THE FOUNDATION IS DESIGNED TO RESIST FLOTATION,COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS OURINGTHE BASE FLOOD.
IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES ATTHE BASE FLOOD.
-GRADING UNDER THE HOME SHALL BE CROWNED TO
PROVIDE POSITIVE SLOPE TO EXTERIOR OF HOME.
- FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD TONE
A
-LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 18.3,
AND 183
a-MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 21.5'
ds- �.—
ST. LUCIE DOUNrY
BU14DING DIVISION
REVIEIED
FOR COM E
REVIEWED BY
DATE
MUST BE KdydPL6.BNDUSB
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DESIGNIDFORDO
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THE 2010 F.B.C.-RESIDENTIAL
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Par Ave., Ft
Address: 3318 Orange Park Ave., Ft Pierce, FL 34947
PANDIOFLNELOAD
318. S. Scenic
Lake Wales, FL 33853
WIT=ULTIMATE DESIGN WND SPEED= 17OMPH(RISKCATERGORY II BUILDING
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FOUNDATION PLAN AND DETAILS
AND1mDP6Esoa
BEARINGGAPACRY
Phone: 8635895980
V-s=NOMINAL DESIGN WIND SPEED= 132 MPH (CATERGORY II BUILDING)
PROVIDED BY
DATE:
Fax: 1-866-855-2044
(TABLE 16N.&1)
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LEoNARO G.wOOs P.E. 947377
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SENYR ENGINEERING SERVICES
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REGIEONARDSTERED OFFESOIONAL
OFFICE: eGHaessefia
SERVRCES
TOSCNE
Lake Wales, FL 33853
SHEET10F1
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ENGINEER#47377
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