11-358-013FRAME TIE -DOWN STRAP AND GROUND Ono.,-,
ANCHOR ON CENTER SPACING CHART
WIND SPEED
WITHIN V -0" OF END WALLS
ELSEWHERE
90 MPH
10' - 4" *+
12' - 0"
100 MPH
81- 41's,
110 MPH
�10' - 4"
120 MPH
5' - 6" ..
8' _ 811
130 MPH
4' - 6" •.
1' - 4"
140 MPH
3' - 9" ••
6' .411
150 MPH
31. 41100
5' _ 4"
• ALL POINTS ALONG 1 -5EAMS SHALL BE WITHIN 1/2 OF THESE '
DIMENSIONS OF A STRAP /ANCHOR LOCATION.
•• THE FIRST STRAP /ANCHOR LOCATION FROM EACH END SHALL
NOT EXCEED 1/2 OF THIS DIMENSION.
M
FOUNDATION NOTES:
NOTE: ALL REQUIRED BUILDING .AND /OR CONSTRUCTIONPERMITS MUST BE APPLIED FOR AND +
OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO ANY WORKED RFING
DONE ON THE ABOVE SHOWN FOUNDATION DESIGN. p
1. THE ABOVE FOUNDATION DESIGN IS TO BE SUBMITTED TO THE LOCAL JURISDICTION HAVING AUTHORITY. THE
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APPROVAL OF THIS FOUNDATION IS SUBJECT TO LOCAL JURISDICTION.0
2. TIE -DOWN STRAPS TO BE 1 -1/4" X.035 GALVANIZED STEEL FEDERAL SPECIFICATIONS QQS -781 -H
TYPE -I FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725# "' f
MINIMUM ULTIMATE CAPACITY (3,150 # X 1.5).
3. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 6,500 LB: CAPACITY AND SHALL BE INSTALLED IN
ACCORDANCE WITH THEIR FL LISTING APPROVAL:
4. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING.
5. ALL PIERS SHALL BE 8" X 8" X16" MASONRY BLOCKS ON 16" X 16" X 4" DEEP CONCRETE PADS EXCEPT AS
OTHERWISE NOTED ON FOUNDATION PLAN,
6. MINIMUM SOIL BEARING CPACITY JS 2,000. PSF. TO BE VERIFIED BY BUILDING'S OWNER.6
° 7. 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 WTHIN 6" AND FIRMLY
COMPACTED,
8. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS
SHALL BE FREE OF KNOTS, CHECKS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER OR to M t
CEDAR AND BEARING PRIOR TO ADDING THE SHIMS. o O N C
D 9. MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION. o o a
10. OVERALL WIDTH DIMENSIONS IS NOMINAL AND IS BASED ON UNIT WIDTH X NUMBER OF UNITS. ACTUAL � M m >
OVERAL WIDTH MAY INCREASE LIVE TO SITE CONDITIONS, MATERIAL TOLERAN ES, FAILURE Z co ac
TO REMOVE CLOSE -UP MATERIAL AND /OR OTHER FACTORS BEYOND THE CONT OL OF THE BUILDING
MANUFACTURERS. a "�
11. FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34 i
SHAL L REQUIRE FO DATIONS TO BE
C
ENGINEERED BEYOND THIS APPROVAL:
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12. WHERE REQUIRED BY LOCAL JURISDICTION ALL MASONRY PIERS MAY LAID IN TYPE' M OR . MORTAR IN
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° COMPLIANCE w /ASTM C887, OR SHALL HAVE SURFACE BONDING MORTAR IN COMPLIANCE w /ASTM C 946. a
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FRAME TIE -DOWN FASTENED
A, F.T. , _
— ` -- -- —
— TO GROUND ANCHOR.
MI. dX6.5H1Mt1
J 2x8 SKIMS
- MI II TIPI P I AYPipS ARP 1104m iailaiall..aiA" Anna =AM OF WOOD MAY BE USED WHEN