HomeMy WebLinkAboutFOUNDATION PLANSI -REAM
210BVID00CAP
TRICK SOLD BLOCK CAP
VXWM6* CONCRETE
WASONRY UNITS
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C®rp 56'-0"
0. 36 D 5'-0' O.C.
MAX SPACING 4' 0" 0
MAX MAX
P.T. 2 x a 1003D CAP
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FACTORY
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FACTORY 1-11�
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2'-2FRONr-DOOR.START
MAX 5'-0" O.C.
MAX SPACING
ABS PAD 15'-2' FRONT DOOR END
XOM' ROD T� 'W HAS A
.� New " w FRO&I
TO TOP OF P.T. 2 X 0
THE FOUNDAT10N IS DESIGNED TO RESIST FLOTATION. COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURINGTHE 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.
STRUCTURAL LOAD LIMITATIONS:
LEGEND
CODE EDITION: MID ROWM WImmu CODE SAmBE7.10
1.
16'XI6'ABS PAD= 1785LBS. CAPACITY
2. NOMINAL DEMON.
17)2r ASS PAD = 2500 UBS. CAPACITY
NFERNAL.�
A
END
SYMBOLS
0. DEMONN."...
m�
7. ES1BN.B.RUVRUB�.
`B�
F.T. -FRAME TIE -DOWN FASTENED TO
G.A.
GROUND ANCHOR.
-OLIVER TECHNOLOGIES OR EQUIVALENT
�.WMNOIBNOT CEO .83POR�[NARGH
LONGITUDINAL &TRANSVERSE BRACING SYSTEM
12. �SBIAMNOHIN.TDSSIGNEDTDBB�EEOR
-OUNERTECHNOLOGIES OR EQUIV.
PRO�OREOM�WEBOMWOF��
LONGITUDINAL BRACING SYSTEM ONLY
P.LEYEL�.R�.IKE.l . TO ME
'RONE ORZ
MMUV BE ABO� � �D
FOUDA71ON NOTES:
1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOFAND IODO PEP SOIL BEARING CAPACITY.
2. CONCRETE BLOM ARE ONLY RATED AT BOOD POUNDS, 8000 POUND PIERS OR HIGHER MUST BE
DOUBLEBLOCKED.
3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE
SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED.
4. THE MODEL 1101 V(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES
ANDIERAMETIES. EACH SYSTEM IS REQUIRED TO RAVE A FRAME TIEAND STABILIZERATTACHEDAT EACH LATERALARM
STABILIENGLOCAT10N. THIS FRAME TIEAND STABILIZER PLATE MUST BE LOCATEDWITHIN 18' FROM CENTER OF GROUND PAN.
5. WOOD SHIMS MAYBE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THETOP OFTHE PIER. SHIMS SHALL BE FREE OF
MOTS, SPUTS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR. OR ASS AND BEARG ATALL CONTACT
POINTSISHALL NOT BE LESS THAN 2f3 OFTHE BEARING PRJOR TO ADDING THE SHIMS.
S. ALLTIE DOWN ANCHORS SHALL HAVEA MINIMUM 4.725 US. CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURB?S SPECIFICATIONS.
7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOMEAFTER SETUP, AND IS INTENDED FOR USE ASAIDERMANENT FOUNDN
B. ALL PIERS SHALL BE CONSTRUCTED OF8X WX WCONCRETE MASONRY UNITS CONFORMING TO ASTM C90.
9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTEMOR DOOR OPENINGS.
10. I -BEAM SUPPORT PIERS MAYBE INSTA I Fn LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN� MUSTBE
LOCATED DIRECTLY BELOWTHE I -BEAM CENTERUNE
11. ALL MASONRY PIERS MAYBE INSTALLED INADRY STACK SUBJECT TO LOCAL JURSDICTION
51 mu BLOCKIS
STACKED
- GRADING UNDER THE HOME $HALL BE CROWNED TO
PROVIDE POSITIVE SLOPE TO EXTERIOR OF HOME.
- FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE
A
-LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 16.1'.
AND 18.3'
-MINIMUM ELIEVATIONAT BOTTOM OF I -BEAM TO BE 21.3'
_O" at
OUTRIGGER
FLOORJOSM
PRAUE
+.T. 2xs WDOO SHIM
TOOMS-4'-W
TIE DOWN STRAP INSTALLATION (OPTION)
If _r m Ilr
--SIDEWALL
SCANN
It", .111)
Ir max
BY
I -Ile
St. LucieC
x 6 FLOOR JOIST
IN=
mmmm Man STRUNDI. � THICKNESS
IDEWALL TEDOWN STRAP
(PLus m iuxus m a mo,,&D
nNISH B - NOT -UPPED �MQVED ZINC
5/16' X 3- FULL THREAD LAGS
-aa
INU MMI"M 6AM
RU BRACKET INTO OUTER MOST
4M
POUNDS MINIMUM BREOC SIVENGIR. NMIKED �
RIM JOIST AT EXTERIOR WALLS.
GROUND ANCHOR INSTAILATION
A17
W,=
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nu.mL BmDILY V�
M."PER1100I
WMI
� B,
MIGMU10L YIELD SIREWIM, JOW MMM THICKNESS
O'LUS ON "'N"S = R - MMW
FINESH a - HOT-OPPED CALMkN1V00 ZINC
IDDIDING MAUDD
OUNCES
,j:,ZYdVU1E
ERBr
Bfia. � 4750
POUNDS MUNCED EMERY
12 To 15 INCIIES RMIE NAME
AND � SPEEB 'g%!r
I Ile
CERBM BY A
J4'- DO =.=.
O;A ING LOAD wXTY SHOULD BE a UDem, EAU& m
.M025.
Senyb Engineedng Sewices
THESE STANDARDS AND PLANS MEET
Al /Z
DMWNGINFORMATION
LOT # 66 (12'-0- X 56'-0')
DESIGNEDFOR20
318. S. Scenic Hwy. Ste. Too
THE 2010 F B.C. - RESIDENTIAL
Address: 3318 Orange Park Ave., Ft Pierce, FIL 34947
PSFROOFUVELOAO
NAME.
m�
Lake Wales, FL 33853
V- =ULTIMATE DESIGN VMND SPEED � IM MPH (RISK CATERGORY 11 BUILDING) AT
I
I SSIESS
FOUNDATION PLAN AND DETAILS
ANDIMPISFEnOR.
SEARING CAPACITY
Phone: 863-58M980
V-- =NOMINAL DESIGN WIND SPEED= 132 MPH (�TERGORY 11 BUILDING)
fa"
Fm: 1-666-865-2044
(TABLE 160911)
LEONARD G. WOOD RE #473"
—
' SENYB
CAM
11�13
PROVIDED BY
F-1
3185.8CEMCHNINISTE.100 I LEONARD G. WOOD
ENGINEERKNG
SENVO ENGINEERING SERVICES
SCALE. -
NOT PRINTED TO SCALE
LAKE WALES, FL � REGISTERED PROFFESSIONAL
OFFICE: 863-689-5980 ENGINEER#47377
I
SERVICES
Lake Wales, FL 33853
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