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--T.----F.T-1— F.T. --F.T. M
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60,-0" f
SEE "ANCHOR SPACING" 2'-0'
CHART BELOW FOR DIMENSIONS
i B A
—--- ------------ TYP_--TYP.—
F.T.-
^ F.T. — F.T. - F.T. - F.T. F.T. F.T. -- -
BB!_=mlmOl R mmmomm 0 BBBBBIo ommimm n m I mmmmmN 0 IN mmmum
11111���II111 F.T.
A
—VERIFY THIS DIMENSION FD2
WITH BUILDING MANUFACTURER 4 t
PRIOR TO INSTALLING PIERS LONGITUDINAL ENDWALL I 1$
FRAME TIE -DOWN STRAP
AND GROUND ANCHOR, TYP._
13'-1" 9'-10" F.T.
0 NNOWE m SWOON m mmmmm m mmimmm 0 BBBBBBBB* BBmmum \,
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—VERIFY THIS DIMENSION I B 6
WITH BUILDING MANUFACTURER
PRIOR TO INSTALLING PIERS E
FD2
FjF.
����� I-�a� ��� �� IN
F.T.----F.T. --- F.T.----- F.T.----F.T�1—�F�T.--�=F.T��. J
FOUNDATION PLAN
SCALE: 3/16"=1'—O"
110 to 140
MPH (EXP. B)
ANCHOR SPACING
2000 P.S.I. SOIL BEARING CAPACITY
MPH
EXP.
A
B
y OF ANCHORS
110
B
8'-0"
8'-0"
8 (® EA. SIDEWALL)
120
B
7-0"
7'-0"
9 (0 EA. SIDEWALL)
130
B
4'-0"
6'-0"
11 (® EA. SIDEWALL)
NOTE: THIS FOUNDATION PLAN SHOWS
140
B
3'-0"
s•-o"
13 (® EA. SIDEWALL)
�,I, PIER AND ANCHOR LOCATIONS FOR
PIER SPACING
THE WORST CASE SCERNIO (140 MPH. - EXP.B).
IF THE BUILDING IS TO BE LOCATED IN A
2000 P.S.I. SOIL BEARING CAPACITY
WIND ZONE AREA OTHER THAN 140 MPH
MPH
EXP.
C
D
# OF PIERS
(EXP•B) PLEASE REFERENCE THE CHART
110
B
5'-0"
8'-0"
9 (UNDER EA, I -BEAM)
ON THIS PAGE FOR THE PROPER PLACEMENT
120
B
5'-0"
8'-0"
9 (UNDER EA. 1-BEAM)
OF BOTH THE PIERS AND THE ANCHORS.
NOTE: STRAP SPACING MAY VARY DUE TO SITE
CONDITIONS
NOTE: FRAME TIES ONLY, NO OVER —THE —ROOF
STRAPS REQUIRED. SEE DETAIL E—FD1.
NOTE: FIRST STRAP FROM END WALLS NOT TO
EXCEED 3'-4"
NOTE: MATELINE SUPPORT COLUMN LOCATIONS
TO BE VERIFIED PRIOR TO INSTALLING
MATELINE SUPPORT PIERS
BELOW FOR -DIMENSIONS
_
I 11
SSAW
pVc"Oeow
OCCUPANCY:
BUSINESS
MAXIMUM WIND SPEED:
110 to 140 MPH (EXP. B)
FLOOR DESIGN LIVE LOAD:
50/100 PSF
ROOF LIVE LOAD:
20 PSF.
CONSTRUCTION:
TYPE VI, UNPROCTECT
SYMBOLS:
SF.T. - FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
- HURRICANE STRAP FASTENED
TO GROUND ANCHOR
SMAL N0. k
BUILDING Siff:
2B'z60'
1 0t 2
JOB NO R
130 B 5'-0" 8'-0" 9 (UNDER EA. I -BEAM)
140 B 4'-6" 7'-0" 11 (UNDER EA. I -BEAM)
FD1
�w
P.T. 2x8 SHIMS
4�c8"x1.6-CAP--BLOCKC
1 8"x8"x16" CMU'S
16"x16'x4" • •
(DEEP) PAD '•'•{'�%• '. ,. NOTE: MAXIMUM OF (2) LAYERS
I I WOOD MAY BE USED. WHEN ML
BE SCREWED AND GLUED TOGETHER.
PIER NOTE: LEAST 4'x4"x16' CAP
MUST U57 BE USED AT ALL PIERS.
SCALE: N.T.S.
^ SHIMS
4"x8"x16" CAP BLOCK
8"x8"x16" CMU'S
(8) 8'x16"x4" (DEEP) PADS,
TYP. STAGGERED (AS SHOWN)
PIER "B"
SCALE: N.T.S.
16"
SECTION "C-C"
FD1 SCALE: 3/4"=V-0"
RAIL
ER
:ANE
ROUND
R
32" MAX.
OUTRIGGER
TYP. GROUND
ANCHOR
16" �
SECTION "D-D"
FD1 SCALE: N.T.S.
FRAME TIE -DOWN STRAP
TO BE INSTALLED ABOVE
I -BEAM
FOUNDATION NOTES:
NOTE: ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED
FOR AND OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO
ANY WORKED BEING DONE ON THE ABOVE SHOWN FOUNDATION DESIGN.
ACCORDANCE WITH 2O01 FBC 1801.1.4 TEMPORARY BUILDINGS ARE EXEMPT FROM
THE REQUIREMENTS OF CHAPTER 18 - 2D01 FBC.
END HEADER 2. IF THE ABOVE BUILDING DOES NOT MEET THE QUALIFICATIONS OF A 'TEMPORARY
BUILDING' THEN AN ALTERNATIVE FOUNDATION DESIGN SHALL BE REQUIRED IN
ACCORDANCE WITH CHAPTER 18 - 2001 FBC.
3. TIE -DOWN STRAPS TO BE 1-1/4' X .035 GALVANIZED STEEL FEDERAL SPECIFICATION
GOS-781-H TYPE-1 FINISH -El GRADE-1. TIE -DOWN STRAPS AND CONNECTING
INSTALLED IN ACCORDANCE WITH THEIR FL USTING AND CHAPTER 16 OF THE 1997 SBCCI
AND THE 2001 FLORIDA BUILDING CODE.
5. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
6. ALL PIERS SHALL BE 8"x8'x16" MASONRY BLOCKS ON 16'x16"x4' (DEEP) CONCRETE
PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN,
7. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER.
8. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL GRASS,
LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING, (FOOTING) AND THAT
THE GROUND IS LEVELED TO WITHIN 6' AND FIRMLY COMPACTED.
9. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND THE TOP
OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPUTS, AND SIMILAR
IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER OR CEDAR AND BEARING AT
ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO
ADDING THE SHIMS.
10. MASONRY PIERS MAY BE INSTALLED IN A DRY STACK FOR TEMPORARY BUILDINGS.
NON -TEMPORARY BUILDING FOUNDATION DESIGN TO BE DICTACTED BY LOCAL
JURISDICTION. SEE NOTE #1 ABOVE.
11. OVERALL WIDTH DIMENSION IS NOMINAL AND IS BASED ON UNIT WIDTH x NUMBER OF
UNITS. ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS, MATERIAL
TOLERANCES. FAILURE TO REMOVE CLOSE-UP MATERIAL AND/OR OTHER FACTORS
BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. -
12. FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34' SHALL REQUIRE
EXTERIOR FONDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL
13. WHERE REQUIRED BY LOCAL JURISDICTION ALL MASONRY PIERS MAY BE LAID IN TYPE
SIDEWALL 'M" OR 'S" MORTAR IN COMPLIANCE w/ASTM C887, OR SHALL HAVE SURFACE BONDING
MORTAR IN COMPLIANCE w/ASTM. C 946.
18" MIN.
34" MAX, vy
TO BOTTOM OF CHASSIS TIE -DOWN
FLOOR JOISTS STRAP (F.T.)
tr
NOTE: CRIMP STRAP WITH A o i
LISTED STRAP CRIMP OR J-HOOK a S
WRAPPED AROUND I -BEAM
E SECTION "E-Ell
FD1 SCALE: N.T.S.
I
I
i
VW (DEEP)
BLOCK
3%16" CONCRETE
ONRY UNITS
8"x16"x4" (DEEP)
DADS, TYP. STAGGERED
AS SHOWN
ISOLATED PIERS
AT MATELINE
HEAVY LOAD PIER AT MATELINE
FDI NOTE: FINAL CONCRETE PAD MAY BE A COMBINATION OF
8"xt6"x4" (DEEP) UNITS AND 16"x16"x4" (DEEP)
UNITS
16"x4" (DEEP)
11 BLOCK
8"06" CONCRETE
SONRY UNITS
16%16"x4" (DEEP)
CONCRETE PADS, TYP.
AS SHOWN
ISOLATED PIERS
AT MATELINE
H HEAVY LOAD PIER AT MATELINE
FDI NOTE: FINAL CONCRETE PAD MAY BE A COMBINATION OF
8"x16"x4" (DEEP) UNITS AND 16"x16%4" (DEEP) UNITS
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES CHAPTER 15C-1.0103 ' I
MAX PIER LOADS IN POUNDS BASED ON SOIL VALUES
1.000, LBB0SOIL I 1,502,E OSOIL I 2,000 LB SOIL I 2,500 LB SOIL I 3,000 OSOIL I MAX 5,340
16' MIN,
z
io
PERIMETER PIER IN CORNERS 16"x16'x3/4" ABS PAD OPTION
AND ALONG I -BEAMS 16"x16IN—LIEU—OF
"x4' CONCRETE PAD
FDI NOTE: PAD MAY BE EITHER (1) 16'x16'x4" (DEEP) PAD MODEL #SPA 264-1 -OR- #4148-5
(OR AN APPROVED EQUAL)
-OR- (2) B"x16'x4" (DEEP) PADS AS SHOWN
NOTE: OPTIONAL ABS PADS
8"x16"x4' (DEEP)
CAP BLOCK
8"x8"06" CONCRETE
MASONRY UNITS
16%16"x4" (DEEP) PAD
-OR-
8"x16%4" (DEEP) PADS
NOtED
kwN BY:
NO f
a, F
0
Vip
�MN
viN
=YA All
M o
�1S�v�i 0
%Lo 15 H
O�� -it
A
z
FD2
(TYP. PIER "G" ONLY)
-OR-
(8) 16'x16"x4" (DEEP) PADS,
(TYP. PIER "H' ONLY)
32" ______'J"MAY
OMIT BOTTOM COURSE
WHEN INSTALLED OVER CONCRETE
OR ASHPALT SURFACE