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GENERAL NOTES:
1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS,
SUBMITTED SEPARATELY.
2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE.
3. WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS: 2020 FBC FIGURE 1609.3(4)
Vult = 120 MPH
Vult = 140 MPH
Vult = 160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpI = i0.18
4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR
DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE.
6. TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER.
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING.
7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE
INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS
SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
RECEIVED
JUN 16.2021
Permitting Department
St. Lucie County
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
E000
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL.
BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO
350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
PN
-WEA7 ` - �R ING
P.O. BOX 108
PARIS, TN 38242
MASTER ANCHORING PLANS��FLORIDA��FBC 2020
PROJECT No: SHEET NUMBER
DATE: 12-31-2020
r _ t ~ , `• r _ � DRAWN BY: KLN SmOm
iWeatherK.-nCHECKED BY: KLN
- /�• PORTPORTA OLEBUILDINGS REVISION: SCALE: NONE
SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0-
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30,-0"
32'-0"
8'-0"
2
3
3
4
4
5
-
-
-
-
-
-
10'-0"
2
3
3
3
4
4
5
5
5
6
6
-
11'-2"
-
2
3
3
3
3
3
4
4
4
4
5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0'
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'.0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
4
4
5
5
6
6
-
-
-
-
-
-
10'-0"
3
4
4
4
5
5
6
6
6
7
7
-
11'-2"
1 -
3
4
4
5
5
5
5
6
6
7
7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0"
14'-0"
16'-0'
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
5
5
6
6
6
7
-
-
-
-
-
-
10'-0"
4
5
5
5
6
6
7
7
8
9
9
-
11'-2"
-
4
5
5
6
6
7
7
1 8
8
8
9
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
h K'
V� vu e r
PORTABLE B(J(LDIMG
PROJECT NO:
DATE: 12-31-2020
DRAWN BY: KLN
CHECKED BY: _ KLN
REVISION:
SHEET NUMBER
SCALE:
_'
ATTACH ANCHOR TO
RIM BOARD W/ Y2" 0
BOLT W/ WASHER
(GALV.)
11
REFER TO SCHEDULE I I
FOR ANCHOR INFO. u
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/ (6) 10d NAILS MIN.
REFER TO SCHEDULE I I
FOR ANCHOR INFO. u
FINISH
GRADE
1-BOLTED EYE ANCHOR DETAIL
20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO L CONCRETE SLAB ON
CONCRETE W/ %" DIA. GRADE BY OTHERS.
EXPANSION BOLT W/ 4" MIN
3" EMBEDMENT (TYP)
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
0 z
LQO
FINISH p U
GRADE w J w
rnwW
20 GA. x lY4' WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
FINISH OUTSIDE J
GRADE SKID (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
4a
V O ROD x 48" LONG w/ (1) 6" HELIX
%4' O ROD x 48" LONG w/ (1) 6" HELIX
3/4" O ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - e" O ROD x 48" LONG w/ (1) 6" HELIX
EYE ANCHOR - 3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX
NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
MASTER ANCHORING PLANS��FLORIDA--FBC 2020
PROJECT NO: SHEET NUMBER
DATE: 12-31-2020
DRAWN BY: KLN
Weat hiur Ki I I CHECKED BY: KLN S=2.0=AP
■■ REVISION: "=
j- tY-y 1 PORTABLE� �1��.� �� SCALE: 1 -1 0
19
SCHEDULES FOR GROUND ANCHORS W/ STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
10'-0"
12'-0"
14'-0"
16'-0"
18'.0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
m
2
2
3
3
3
4
-
-
-
-
-2
2
2
3
3
3
3
4
4
4
4
-
-
2
2
3
3
3
3
3
3
3
3
4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
3
3
4
4
4
5
-
-
-
-
-
-
10'-01,
3
3
3
3
4
4
4
4
5
5
5
-
11'-2"
-
2
3
3
4
4
4
4
5
5
5
•5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
10'-0"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
I
4
4
5
5
5
5
-
-
-
-
-4
4
4
4
5
5
5
6
6
7
7
-
-
4
4
4
5
5
5
5
6
6
7
7
MASTER ANCHORING PLANS
f PROJECT NO:
DATE: 12-31-2020
eather.
DRAWN BY: KLN
CHECKED BY:
W KLN
PORTABLE BUILDINGS REVISION:
L
--FLORIDA--FBC 2020
SHEET NUMBER
SmI.OmAP
SCALE:
ATTACH ANCHOR TO
RIM BOARD WI ' 0
BOLT W/ WASHER
(GALV.)
N
REFER TO SCHEDULE I I
FOR ANCHOR INFO. u
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/ (6) 10d NAILS MIN.
FINISH
GRADE
a-. d 4'. .e
OPTIONAL 16"x16"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING.
1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG
NUMBER OF PADS BENEATH EACH SKID
WIDTH
10'-0"
1 12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'4"
8'-0"
2
3
3
3
-
-
-
-
-
-
-
-
10'-0"
2
2
2
3
3
3
-
-
-
-
-
-
11'-2"
-
-
-
3
3
3
3
3
3
3
3
4
NOTES: 1. BLOCK PADS ARE OPTIONAL.
2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF
EITHER A SINGLE 16x16 BLOCK OR (2) 16x8 BLOCKS.
3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH
BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL
BE SPACED EQUALLY.
20 GA. x %" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUF. SPECS.
SKID (TYP) —�
REFER TO SCHEDULE o °. ^ a I I
FOR ANCHOR INFO. e e u
OPTIONAL 16"x16"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
FINISH
GRADE
PROJECT NO: SHEET NUMBER
DATE: 12-31-2020
' DRAWN BY: KLN Sm2.1,
�AP
e i ther KinCHECKED BY: KLN
P O TAL U I L N � REVISION: SCALE: 1"=1'-0