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THE FOUNDATION IS DESIGNED TO RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD.
IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD.
FLOOD ZONE NOTE:
HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 19 HYDROSTATIC VENTS.
(BASED UPON EACH VENT PROVIDING 65 SQ. INCHES OF FREE FLOW SPACE). ACTUAL VENT
FLOOD ZONE INFORMATION LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR.
FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE
AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. THAT IS IMMEDIATELY UNDER EACH OPENING.
-LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.5'
-MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 7.0'
COLUMN LOADS
O
= 3465 LBS.
= 3465 LBS.
3Q
= 2310 LBS.
n
= 2310 LBS.
FOUDATION NOTES:
1. BLOCKING SPACING BASED ON 20PSF 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 SIDEWALL ANCHORS ARE
SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED.
=4=7fiE-MODEL=V[01 -(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES
AND FRAME TIES. EACH SYSTENITSitEi iLQRED-T4HAVE e°GRAM TIEAND-STABILIZER ATTACHED AT EACH LATERAL ARM
STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BEt6bW D W1TfltN=iS"-'FRO F GROUND P-AN.
5. WOOD SHIMS MAYBE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER SHIMS SHALL BE FREE 0 -
KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ASS AND BEARG AT ALL CONTACT
POINTS SHALL NOT BE LESS THAN 2J3 OF THE BEARING PRIOR TO ADDING THE SHIMS.
6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S 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 FOUNDATION.
8. ALL PIERS SHALL BE CONSTRUCTED OF 8° X 8° X 16" CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.
9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.
10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE
LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE.
�..klo o:ooc uev Rc 1N.STAI I Gn w A nRv GTAr.K SUBJECT TO LOCAL JURISDICTION 1
Received By
Planning Divisi
COPY
ILt
St. Lucie Coun
SYMBOLS
F.T. -FRAME TIE -DOWN FASTENED TO
0° G.A. GROUND ANCHOR.
ANCHOR ANCHOR STRAP FASTENED TO GROUND
OLIVER TECHNOLOGIES OR EQUIVALENT
LONGITUDINAL & LATERAL BRACING SYSTEM
-0LIVER TECHNOLOGIES OR EQUIVALENT
AY�R�( BRACKET FASTENED TO QERIMETER RAIL
W/ g10 WOOD SCREWS MIN. 1 PENETRATION
WITH MIN. 14 SCREWS OR SOX SCREWHOLFS
FILLED, EVENLY SPACED.
2XB . MIN. PERIMETER RAIL
ALL RE -DOWN STRAPS, ETC., SHALL BE TYPE 1
FINISH B, GRADE 1, STEEL STRAPPING 109,000
MINIMUM YIELD STRENTH, .035" MINIMUM 719CKONPSS
(PLUS OR MINUS .002 IN. - 0.05M M)
FINISH B (-- HOT -DIPPED GU.VANRE)D� ZINC
COATING
PEtt �U DR00Tt2PERRSSURFACE. 47I0
POUNDS MINIMUM BREAK STEN01H. MARKED EVERY
E NAME
AND ASTM SPEC. 39S3-BCHES �N1% - WIDTH.
GROUND ANCHORS SHOULD RE
COMM BY A PROFESSIONAL ARCHITECT.
ENGINEER AND/OR NATIONALLY RECOGNIZED
TESTING LASORITORY. THE MINIMUM WORKING
LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO
4725 LBS. ANCHORS SHOULD BE EMBEDDED
BELOW THE FROST LINE AND AT LEAST 12" ABOVE
THE WATER TABLE
TIEDOWNS-4'-O" D.C.
IDEWALL MATEUNE WALL--�j
THESE PLAN
AND ALL PROPOSED WORK
AME OUTRIGGER
:. ARE SURD
T TO ANY CORRECTIONS
FIELD INSPECTORS THAT
8"X16, CMU BLOCKS
DRY STACKED PIER
FLOOR JOISTS
®
CESSARY IN ORDER T
FRAME
8"xl6" CM A ��$�
DRY STACK`I ���
T. 2xa WOOD SHIM
H ALL;APPLICAOLE CODES,
0EXISTING io
a THICK SOLID BLOCK CAP
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CONCRETE SLAB -I I
(GOOD CONDITION
8"X16" CMU BLOCKS �'ol
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PERNHT NIUS TBEKEPT ON
ANCHOR INSTALATION —
"E—E++ FASTING CONCRETE INSTALLATION ORN
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G SECTION V-0" GROUND ANCHORS MATH A 5/8" SHAFT AND A
F-1 6" SINGLE DISC OR EQUIV. -
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.----..... -•-• -----------
CUSTOMER: ROUSSELLE
Senyb Engineering Services
318. S. Scenic Hwy, Ste. 100
THESE STANDARDS AND PLANS f�v E T
THE 2010 F.B.C. - RESIDENTIAL - --
___RE-11:110
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DRAWING INFORMATION
NAME:
ADDRESS: 2136 NETTLES BLVD JENSEN BCH FL 34957
+ +
Model # I MP-2403A-746
DESIGNED FOR 20
PSF ROOF LNE LOAD
AND 1000 PSF SOIL
Lake Wales, FL 33853
Vuu =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILD D
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.
M.B•J-
_---JACIOBSEN HOMES-24+-0" X 50'-0'
BEARING CAPACITY
Phone: 863-589-5980
Vw =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDIN
1609.3.1)
S ENY3
FOUNDATION PLAN AND DE-T-AIIL-S
__
DATE:
Fax: 1-866-865-2044
(TABLE
+ ENGINEERING
OB-23.2013
PROVIDED BY
F-1
LEONARD G. WOOD P.E. #47377
G. W OD
;, �LEONED
J' ► EN S)E)[a�vlC>ES
SENVB ENGINEERING SERVICES
SCALE:
318 S. SCENIC HWY, STE.100
LAKE WALES, FL 33853 REGISTERED PROFFESSIONAL
P
NOT PRINTED TO SCALE
Lake WaI@S+ Florida 33853
SHEET 1 OF 1
OFFICE: 863-589-5980 ; iENGINEER#47377
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