HomeMy WebLinkAboutANCHOR ATTACHMENT DETAILPLYWOOD FL❑ORING
FLOOR J❑IST
2x4 BASEPLATE
2x4(6) PT RIM J❑IST
2"x2"x1/8" ZINC PLATED WASHER
1/2'X4" GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2'x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM J❑IST &
INT❑ END OF FLOOR J❑IST
GRADE
PIER SPACING
REQUIREMENTS SAME z 1/2" EYE AUGER ANCHOR WITH
AS SPACING 4" SINGLE HELIX & MIN.
REQUUIREMEIREME NTS EMBEDMENT OF 24'. LOCATE
ANCHORS ONLY ALONG LONG
a SIDE OF BUILDING. END ANCHORS
WITHIN 2' OF EACH END, THEN
8' MAX ANCHOR SPACING,
SHED WITH ATTACHED SKIDS
END VIEW
T
MIN 4"
1
CONCRETE SLAB BY
OTHERS LOCAL CODE
AND JURISDICTI❑N
APPLY
SCALE: N.T.S.
(1) 1/2' ZINC PLATED NUT
(1) 2'x2'xl/8' ZINC PLATED WASHER
2x4(6) PT RIM J❑IST
1/2" x 12" EYEBOLT
EYE BOLT ATTACHED TO ANCHOR WITH
(1) 1/2"x2" ZP BOLT, (2) 2"x2"xl/8"
ZP WASHER, (1) 1/2" ZP NUT
-A-24 SIMPS❑N (or EQUAL)
870# UPLIFT WITH 1/2" WEDGE
ANCHOR MIN 3' EMBEDMENT,
LOCATE ANCHORS ONLY ALONG
LONG SIDE OF BUILDING, END
ANCHORS WITHIN 2' OF EACH
END, THEN 3' MAX SPACING
SHED WITH ATTACHED SKIDS
ANCHORED TO CONCRETE
END VIEW
SCALE: N,T,S,
I111114111MMMI&III
3/4" PLYWOOD FL❑❑RING
2x4 BASEPLATE
2x4(6) PT RIM J❑IST
/ 2'x2"x1/8" ZINC -
PLATED WASHER
� �1/2"X4" GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2'x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM J❑IST &
INT❑ END OF FLOOR JOIST
GRADE
1/2" EYE AUGER ANCHOR WITH
4' SINGLE HELIX & MIN.
EMBEDMENT OF 24', LOCATE
z ANCHORS ONLY ALONG LONG
SIDE OF BUILDING, END ANCHORS
WITHIN 2' OF EACH END, THEN
N 8' MAX ANCHOR SPACING,
1/2' WEDGE ANCHOR WITH
3" MIN EMBEDMENT INT❑
S❑LID CONCRETE SLAB
THROUGH 2x4 WALLPLATE
& 2x4 PT BOTTOM PLATE,
SPACING OF ANCHORS TO
BE MAX 3' ALONG ALL
FOUR WALLS WITH 1
ANCHOR WITHIN 1' OF
EACH CORNER.
MIN 4
L
SCALE: N.T.S.
GENERAL NOTES
1. BUILDING ANCHORS INT❑ EARTH SHALL BE
M❑BILE HOME TYPE 1/2" SINGLE HELIX EYE
ANCHORS BY HOME PRIDE OR EQUAL WITH
MINIMUM EMBEDMENT OF 24" AND
AVERAGE H❑LDING POWER OF 4,000#
2. BUILDING ANCHORS INT❑ CONCRETE 1/2"
WEDGE ANCHORS WITH MIN 3" EMBEDMENT
3. ANCH❑RING SYSTEM TO GROUND PER LOCAL
BUILDING CODE, LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
4. ANCH❑RING SYSTEM TO CONCRETE SLAB PER
LOCAL BUILDING CODE. LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
5. END PAD SPACING IS END OF BUILDING TO
CENTER OF END PAD
6. PAD SPACING OTHER THAN END PADS IS
CENTER TO CENTER
7. BASE OF EACH PAD TO BE 8"x16"x4" S❑LID
CONCRETE BLOCK (CEMENT AND SAND MIX)
8. HOLLOW OR S❑LID CONCRETE BLOCKS MAY
BE DRY -STACKED ON PADS FOR HIGH SETS
UP TO 48" WITH❑UT REINF❑RCING
9. ANCHOR SPACING IS BASED ON ASCE 7-16
RISK CATEGORY 1 BUILDING EXPOSURE B
160 M.P.H. (3 SEC GUST) 2020 FLORIDA
BUILDING CODE 7th EDITI❑N
10. MAXIMUM INTERI❑R SIDEWALL HEIGHT OF
BUILDING IS 8'0" INSIDE WALL HEIGHT
11. MAXIMUM WIDTH OF FLOOR IS 13'10" WIDE
12. MAXIMUM LENGTH OF FLOOR IS 50' LONG
13. PIER SPACING REQUIREMENTS SAME AS
AUGER ANCHOR SPACING REQUIREMENTS
26 GAUGE G-90 GALV
STEEL 1.5"W x 18'L
U-SHAPED BRACKET
ATTACHED TO EACH
STUD & FASTENED W/
(14)- 0.089 x 1,25"
RING SHANK GALV NAILS
4 BASEPLATE
2'x4' P,T, BASE
CONCRETE SLAB BY
OTHERS LOCAL CODE
AND JURISDICTI❑N
APPLY
SHED WITH❑UT FLOOR
ANCHORED TO CONCRETE
END VIEW
SCALE: N,T,S,
Digitally
signed by
cTHE Kenneth E
CENgF
No. 53439
Vogan
�O '. STATE OF :' C(� Date.
o0R&GN' 2021.07.21
22:25:55
-04'00'
General Notes
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No.
Revision/Issue
Date
ROBIN BUILDERS INC.
552 S. STATE §° .
YO S, GA. 30436
912 526-3266
TIE DOWN DETAILS
EYE ANCHOR SYSTEM
I IE DOWN
12/13/2020 1 of 1
AS NOTED