HomeMy WebLinkAboutMaster Anchoring PlansGENERAL 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 = t0.1B
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.
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.
.-0 Jay L. N0�p��'�.
* ; No.77209
O •• STATE
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WEATHER KING
P.O. BOX 108
PARIS, TN 38242
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan
0.9.2342.19200300.100.1.1
DN:
4 Oc 0Kevin Nolan, c 800001916Weather
1 9ocn=Kevin Nolan, c=US
Date: 2021.09.20 20:08:28 -05'00' PORTABLE BUILDINGS
DATE:
09-20-2021
DRAWN BY:
KLN
CHECKED BY:
KILN
REVISION:
FILE COPY
SHEET NUMBER
S-0-AP
SCALE: NONE
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* ; No.77209 •;
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SCHEDULES FOR GROUND ANCHORS W/ STRAPS
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"
22'4"
24'4"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
2
2
3
3
3
4
10T
2
2
2
3
3
3
3
4
4
4
4
11'-2"
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'-O"
3
3
4
4
4
5
107-0"
3
3
3
3
4
4
4
4
5
5
5
11'-2"
-
2
3
3
4
1 4
4
4
5
5
5
5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'4-
14'-0"
16'-0"
18'-0"
20'-0"
22'4"
24'-0"
26'-0"
28'-0"
30'-0"
32.-0.,
8'-0"
4
4
5
5
5
5
10'-0"
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--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan
DN:
40.9.2342.19200300.100.1.1=A0141
bC00000179D834EF80000196AF,
cn=Kevin Nolan, c=US
Date: 2021.09.20 20:09:01-05'00'
Newt-henx Kimvnw
PORTABLE BUILDINGS
PROJECT NO:
DATE:
09-20-2021
DRAWN BY:
KLN
CHECKED BY:
KLN
REVISION:
SHEET NUMBER
S-1.0-AP
SCALE:
J�N L- NO�vO�i
* ; No.77209 •';
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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"
87-0"
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
1 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'4-
12'-0"
14'-0-
16'-0"
20'-0"
22'-0"
24'4'
26'-0"
28'-O"
30'-0"
32'-08'-0"
4
4
5
56
10'-0"
3
4
4
4
j"
5
6
6
6
711'-2"
-
3
4
4
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"
30'4"
37-0"
87-0"
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
1 6
7
7
8
8
8
9
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
Digitally signed by Kevin Nolan
DN:
0.9.2342.19200300.100.1.1 =AO141 0
000000179D834EF80000196AF,
cn=Kevin Nolan, c=US
Date: 2021.09.20 20:09:23-OS'00'
PROJECT NO:
DATE: 09-20-2021
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DRAWN BY: KLN
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CHECKED BY: KLN
SHEET NUMBER
S-1.1-AP
SCALE:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE W/ %" DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
0#44 L. No�
* ; • No.77209
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ASOFE
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/ (6) 10d NAILS MIN.
RIM BOARD W/Y2" 0
BOLT W/ WASHER
(GALV.)
20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
N
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
FINISH FINISH OUTSIDE
GRADE GRADE SKID (TYP)
1-BOLTED EYE ANCHOR DETAIL
20 GA. x 1Y" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUR SPECS.
L CONCRETE SLAB ON `
GRADE BY OTHERS.
4" MIN
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
W 0
FINISH 0 v
GRADE �'f y
maw
2-TYPICAL ANCHOR W/ STRAP DETAIL
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
%" 0 ROD x 48" LONG W/ (1) 6" HELIX
3/a 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
%" 0 ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - WO ROD x 48" LONG w/ (1) 6" HELIX
EYE ANCHOR - %" 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
Digitally signed by Kevin Nolan PROJECT ND: SHEET NUMBER
DN: DATE: 09-20-2021
0.9.2342.19200300.100.1.1=A0141 DRAWN BY: KLN
0000000179D834EF80000196AF,Weat h ge r K i n o CHECKED BY: KLN S-2.0-AP
F cn=Kevin Nolan, c=US
Date: 2021.09.2020:09:43-OS'00' PORTABLE BUILDINGS REVISION: SCALE:1"=1'-0
r
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/ (6)10d NAILS MIN.
RIM BOARD W/Y2" O OUTSIDE
SKID (TYP)
BOLT W/ WASHER
(GALV.) FINISH
GRADE
N
REFER TO SCHEDULE ° ? REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
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"
12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24•-0-
26,-0-
28,-0"
30'-0"
37-0"
8'-0"
2
3
3
3
10'-0.
2
2
2
3
3
3
3
3
3
3
3
1 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.
5 XT& L. NO q1i�
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* ; No.77209
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20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUR SPECS.
OPTIONAL 16"x16'k4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (TYP)
2—TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DN DATE: 09-20-2021
%� - 0.92342.19200300.100.1.1=AO14
Z C/ n v-.-.Z, 10C00000179D834EF80000196AWeather on DRAWN BY: KILN
-21-AP
F, cn=Kevin Nolan, c=US CHECKED BY: KLN
Date: 2021.09.2020:10:06-05'00' PORTABLELREVISION: SCALE:1"=1'-0