HomeMy WebLinkAboutMASTER ANCHORING PLANSWEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD SCANNED
HICKORY, KY 42051 Bly
V - iLuds coin
GENERAL NOTES:
1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS,
SUBMITTED SEPARATELY.
2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE.
3. WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS: 2017 FBC FIGURE 1609.3(3)
Vult = 120 MPH
Vult = 140 MPH
Vult = 160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpi =: 0.18
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.
690-7--C9�3
ST. LUCIE COUNTY
BUILDING DIVISI
REVIEWED
FOR COMP
REVIEWE Y
DATE
I FLANS AND P RMIT
MUST BE KEPT ON JOB OR
t�NO INSPECTION WILL BE MADE
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.
THESE PLANS AND ALL PROPOSED �,'apix
ARE SUBJECT TO ANY CORRaCTIONS
REQUIRED DY FlLD INS CTORS THAT
MAY RE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHUN—
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
DECEIVED
AUG 17 'L318
ST. Lucie County, Permitting
■FBC 2017
■ �� —�
■ — N_$__
FLORIDA
PROJECT No: SHEET NUMBER
DATE: 11-15-2017
_ DRAWN BY: KLN SmOmAP
eather CHECKED KLN
- - PORTABLE BUILDINGS REVISION: SCALE: NONE
SCHEDULES FOR GROUND ANCHORS W1 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"
1 16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-01'
-28'-0"-
30'-0"
32'-0"
8'-0"
2
2
3
3
-
-
-
-
-
10'-0"
2
2
2
3
3
3
-
-
-
-
-
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" 1
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
3
3
4
4
-
-
-
-
-
-
-
-
10'-0"
3
3
3
3
4
4
-
-
-
-
-
-
11'-2"
-
2
3
3
4
4
4
4
515
515
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH $IDE OF BUILDING
WIDTH 12'-0" 14`-0" 16'-0" 18'60 20'-0" 22'=0" - 24'-0" 26'-0" 28'-0" 30'-0" 32'-0"
4 4 5 5-
10',0" 4 4 4 4 5 5 - - - - -
4 4 4 5 5 5 5-=: 6 6 7 7
AUG 17 a393
ST. Lucie County, Permitting
lIA1�-P1 IDA--FBC 2017
PROJECT NO:
DATE: 11-15-2017
alpDRAWN BY: KLN
Kl.' CHECKED BY: KLN
PORTABLE BUILDINGS REVISION:
SHEET NUMBER
SmlslmAP
SCALE:
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
-
-
-
-
-
-
-
-
10'-0"
2
3
3
3
4
4
-
-
-
-
-
-
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"
26'4"
2B'-0"
30'-0"
32'-0"
8'-0"
4
4
5
5
-
-
-
-
-
-
-
-
10'-0"
3
4
4
4
5
5
-
-
-
-
-
-
11'-2"
-
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
-
-
-
-
-
-
-
-
10'-0"
4
5
5
5
6
6
-
-
-
-
-
-
11'-2"
-
4
5
5
6
6
7
7
8
8
8
9
AU 1172nq
ST. Lucie County, Permitting
��FBC 2017
PROJECT NO: SHEET NUMBER
DATE: 11-15-2017
DRAWN BY: KLN
Weather CHECKED BY: KLN S-112mAP
- - - - - - - PORT ABLE BUILDING REVISION: SCALE:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE W/ %" DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
ATTACH ANCHOR TO
RIM BOARD W/ Y2' 0
BOLT W/ WASHER
(GALV.)
N
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 ON
GRADE BY OTHERS.
4" MIN
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
20 GA. x 1Y4" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
REFER TO SCHEDULE I I
FOR ANCHOR INFO. U
FINISH OUTSIDE
GRADE SKID (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
J
� Q 0
FINISH B p U
GRADE w Jit
�a13�
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
4a
0 ROD x 48" LONG w/ (1) 6" HELIX
0 ROD x 48" LONG w/ (1) 6" HELIX
%a' 0 ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - %" 0 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.
�II
R5CE- VEC)
AUG 17
ST. Lucie County, Permitti g
i.NG-T.LANS��
—�
PLORIDA
/ PROJECT NO: SHEET NUMBER
DATE: 11-15-2017
DRAWN BY: KLN
Weather K. CHECKED BY: KLN S-21=AP
P O RT L BUILDINGS REVISION: SCALE: 1 "=1'-0
i
ATTACH ANCHOR TO
RIM BOARD WI Y2' 0
BOLT W/ WASHER
(GALV.)
N
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
W/ (6) 10d NAILS MIN.
FINISH
GRADE
REFER TO SCHEDULE
FOR ANCHOR INFO. '
OPTIONAL 16"xl6"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,-0'-
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 16xl6 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.
t1
20 GA. x 1/4' WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUF. SPECS. FINISH
SKID (TYP) r GRADE
REFER TO SCHEDULE
FOR ANCHOR INFO. u
OPTIONAL 16"xl6"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
PROJECT NO:
DATE: 11-15-2017
DRAWN BY: KLN
atherK. - - CHECKED BY: KLN
--- PORTABLE - L INGS REVISION:
RECEIVED
AUG 17 '
ST. Lucle County, Fear iam .
SHEET NUMBER
8-2.2mAP
_SCALE: 1 "=l'-0