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ST LUCIE COUNTY LJ
,SCANNED BUILDING DIVISION
��y FOR
COMP CE gT PUBLIC yy0
St" Lucie Countv REVIEWED BY 5'-0" O.C. 4'-0"
�t� �""T'• FL I
DATE -0" MAX SPACING 25'-9' DOOR END ._W-4- DOOR END 4'-0" O.C, '-p
PLANS AND PERMIT MAX - 22-9- D006A START � 13Y-4' DOOR START MAX MAx
Acrarr I -BEAM O INSP LC B F - - - - - -
.T. 2 X8 ROOD CAP ❑0 ❑ G: ❑ .Z p❑T €.. - .. O❑ LF-TT - ❑ ❑❑ 7 �� F.: F ❑❑ 0 Ft-01
G FACTORY I-
4' THICI( soup BLOCK cAP '-OTYP
�• •ter 8•X6'X16' CONCRETE iV MAX'-6'-6" MAX A
- MASONRY UNITS F-1 6'-6" MAX MAX
SINGLE -STACKED) Q I Q
o
B'X8'X16' CONCRETE
•• �. ASONRY UNITS ••4•;• FACTORY I-
',�.•y: (SNGLE-STACKED) a :. �:� F.T. T p F.T. F.T.
•,.i.. .�.•"!t G. F. T, F G.A G.A.
A PIER "A" ,. L ❑ ❑ Q ALT.
G - 'Z. �o A ❑❑ G ' ❑ -®
�.;� : J%'..; F'1 11I
i.;, • 0
c 4'-0" O.C. '-0
n• X 22' MAX 5'-0" O.C. F-1 B MAX MAX
` GRADE WITH WAM PAD GRADE MAX SPACING
�•--B_NL POLYETHYLENE 18' X le F-1
FILM NOTE. PIER TYPE 'A' HAS A SS PAD
TYPE '8' HAS A
MAXIMUM HEIGHT OF 38' FROM NOTE.MAXIMUM HEIGHT OF 64" FROM
GRADE TO TOP OF P.T. 2 X 8 ,,,,•„- -„
STRUCTURAL LOAD LIMITATIONS:
CODE EDITION: 2010 FLORIDA BUILDING CODE BASCE7.10
1. ULTIMATE DESIGNWID SPEED:
170 mph WIND SPEED
2. NOMINAL DESIGN WINO SPEED:
132 mph WINDSPEEO
3. WIND EXPOSURE CATEGORY: 'C"
A. IMPORTANCE FACTOR: 1�
6. INTERNAL PRESSURES:
s26.9 -28A INTERIOR
•2S9 4H.6 END
6. DESIGN ROOFLNELOAD:
20 PSF
T. DESIGN FLO OR LIVE LOAD:
m PSF
8. MIN. ASSUMED SOIL BEARING CAPACITY: IOMPSF
9. O CCUPANCY CLASSIFICATION: R3
10. CONSTRUCTIONTYPE: VB
11. THIS BUILDING IS NOT DESIGNED FORPLACEAEJTINA HIGH
VELOCITY HURRICANE ZONE AS DEFINED BYTHE FBC.
12. THIS BUILDING IS NOT DESIGNEDTO BESDTMERGEDOR
SUBJECTED TO WAVE ACTION WHEN LOCATE) INA FLOOD
PRONE OR ZONE AREA. THE BOTTOM OFTHE STRUCTURAL
,.BEAM MUST BE LOCATED ABOVE TESULDING SITE FLOOD
PLANE LEVEL FOR THIS BUILDING TO BE LOCATED W A FLOOD
PRONE OR ZONE AREA OR THE THE GRADEATTHE BUILDING
SITE MUST BE ABOVE THE FLOOD PLANE LEVEL
LEGEND
16'X16' ABS PAD =1785 LBS. CAPACITY
® 17"1Q2" ASS PAD = 2500 LBS. CAPACITY
SYMBOLS
F.T. -FRAME TIE -DOWN FASTENED TO
G.A. GROUND ANCHOR.
Q -OLIVER TECHNOLOGIES OR EQUIVALENT
LONGITUDINAL 81 TRANSVERSE BRACING SYSTEM
®-OLIVER TECHNOLOGIES OR EQUIV.
LONGITUDINAL BRACING SYSTEM ONLY
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 EQUIVALENTAND ALL SIDEWALL ANCHORS ARE
SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED.
4. THE MODEL 1101-f(LONGITUDINAL 8 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 LATERAL ARM
STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN.
5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF
KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, DRABS AND BEARG AT ALL CONTACT
POINTS SHALL NOT BE LESS THAN 2(3 OF THE BEARING PRIOR TO ADDING THE SHIMS.
=B=AI:LT)E.DOWN:ANCHOR&SHALtHAVE-A-MINIMUM-472SU W- ACFYAND'SAA[tBl1bSTAfEEDPER?HENIANUFACTUFER3SPECIFICA7(OAS.
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 8' X 6" X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90.
9INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS.
16. 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
11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION
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 INFORMATION �r -- TIE DOWN STRAP INSTALLATION (OPTION)
2. 1�
-GRADING UNDER THE HOME SHALL BE CROWNED TO (� DEWALL
PROVIDE POSITWE SLOPE TO EXTERIOR OF HOME. �+� 1-3/B' �I
7/16' HOLE -+
- FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE roIAUEEFJt)
A
-LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 18.6. 1-1/4' t-Ile
AND 18.8' S/B•
-MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 21.8' 1/2'
ALL TIE -DOWN STRAPS. ETC.. SHALL BE TYPE 1 2 x 6 FLOOR JOIST
FINISH B. GRADE 1, STEEL STRAPPING 109.000
MINIMUM YIDD SMENIH, .OW NINNUM THICKNESS IDEWALL 11EDOWN STRAP
(PLUS OR Mows .002 N. - 0.05MN)
FINISHPED ZINC 5/16' X 3' FULL THREAD LAGS
G
(AM STANiDARD tj2yp3�g�� THRU BRACKET INTO OUTER MOST
PER
OUNCES SOUNM FOOT, PER SURFACE. 4750 RIM JOIST AT EXTERIOR WALLS.
POUNDS MINIMUM BREAK STENGTH. MARKED EVERY
12 TO 18 OkH6 (MINUFAC. ME NAME
I
AND ASTM SPEC. 0�95]-91), 1 1/4' VADTH.
OEIYALL EDt:Y/ALL
GROUND ANCHOR INSTALLATION
TIEDOWNS-4•-Or O.C, TIEDOWNS-4'-0' 0.G
BRACKET FASTENED TO PERNETER RAIL
W /, tToOD SOREYRS MN. 1PEFILTRAnON
WITH LON. 14 SCRLIYS OR 50% SCRERMOLES
E OUTRIGGER
FlLLm, EVENLY SPACED,
BLOCKS
D
FLOORJOISTS
(CHED)
2XS . MN. PERIMETER RAG.
.
L
FRANE
ALL TIE-OOXTI STRAPS. ETC.. SHALL BE TYPE 1
B GRADER STEEL .STRAPPING 109,000H!CK
L 2X8 V/OOD SHIM
MIOSI
uINNuu TIED smEemL .o3s' MINIMUM iRCA01Ess
(PLUS OR MNUS .002 9L - O.OSYM)
I
i a
FINISH B - HOT-O PPED GALVANIZED ZINC
..
NXunuD AsrM STANDARD 123-69A..0
`
DRY STACKED Q
(SINGLE-STACKED)MID
KSFE_NNUM-BRENC SD3IGIH. ALARMED EYERf
12 TO 15 MM (MANUFCNRFR'E NAME
ASTM SPEC. D3953-91)• 1 1/4' WIDTM.
GROUND ANCHORS DSHOULDFESSIO LCEFYflilm BY A PRDFESSIONIL ARCNIIECT.
ENGINEER AND/OR NATIONALLY RECOGNRED O.C. TESTING LABOWTORY. THE MINIMUM WORKING
44�'-O"
MAX SPACING LOAD CAPACITY SHOULD BE AT LEAST EMIAL 70
4725 LBS. ANCHORS SHOULD BE EMBEDDED
BELOW THE FROST LINE AND AT LEAST 12' ABOVE
11 THE WATER TABLE
'PRIEM"
-
-MIL MINIMUM POLYETHYLENE FILM
-JOINTS SHALL BE LIPPED 12-INCHES
AND SEALED IMTH ADHESIVES
Senyb Engineering Services
_s_scenictlWyrste too-
Lake Wales, FL 33853
THESE STANDARDS AND PLANS MEET
THE 2010 F.B.C. - RESIDENTIALDESIGNED
l - - -
Vu =ULTIMATE DESIGN WIND SPEED =170 MPH (RISK CATERGORY II BUILDING)
SE S__
DRAWING INFORMATION
ru,ME,
L_OT69_(12'�_X64'-0°�
Address: 3318 Orange Park Ave., Ft. Pierce, FL 34947
FOUNDATION PLAN AND DETAILS
FOR 20
PBFROOFLNELOAD
AND 1000 PSF SOIL
BEARING
Phone: 863589-5980
VA =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING)
(TABLE1609.3.1)
M.B.J.
PROVIDED BY
CAPACITY
DATE:
11-05-2013
Fax: 1.866-865-2044
LEONARD G. WOOD P.E. #47377
S]ENY I
318 S. SCENIC100 EONA G. WOOD
]EN G A N]E]EIMI h (G
SEMB ENGINEERING SERVICES
1
SC NOTPRINTEDTOSCALE
WALES FIiWY�TE
EGI P S ONAL
OFFICE:863589-5980
ENGINEER # 47377
I V �
�]E]M IOE5
Lake Wales, FL 33853
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