HomeMy WebLinkAboutProduct Approval - - RECEIVED
JAN 31 Z01FILE
C01-
I F7
ST. Lucie County, Permitting
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8.GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SUBMITTED SEPARATELY.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL.
2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE. BLOW COUNT,PER ASTM DI S88,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO
360 INCH POUNDS,THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4s SHALL BE 48 INCHES.
3.WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS:2017 FBC FIGURE 1609.3(3)
Vult•120 MPH
Vull•140 MPH
VIIK•160 MP
EGH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCPI-t0.18
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 SITES SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE
PROPERTY OWNERS 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 OWNERS RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
MASTER ANCHORING PLANS--FLORIDA--FBC 2017
N10.77209 PROJECT NO:
_ * = SHEETNUMBER
q• - ♦ DATE: 11-15-2017
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PORTABLE BUILDINGS REwSKx: SCALE:NONE
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" 17-0' 37
14'40' 18'-0' 18'-0' 20'-0' 27-0' 24'-0' 28'-0' 28'-0' 30'-0' .0'
8'-0' 2 2 3 3
10'-0' 2 22 3 3 3
11'-Y 2 2 J 1 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' 17-0' 14'-0' 18'-0' 18'-0' 20'4" 22'-0- 24'4' 28'-0- 28'-0' 30'-0' 37-0'
8'-0' 3 3 4 4
101-0' 3 3 3 3 1 4
11'-Y 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
WIDTH 10'-0' 17-0' 14'-0' 18'4' 18'-0' 20'-0' 22'-0'124'-V 29-V 1 28'4' 30'-0' 37-0'
4 1 1 5 5
5 5 5 5 8 8 7 7
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• STATE DATE: 1115-2017
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PORTABLE BUILDINGS REVISION: SCALE:
n-s•n
SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
SLOG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0'I 17-0' 18'-0' 18'-0' 20'-0'127f 21'-0' 28'-0' 28'-0' 30'-0' 37-0'
8'-0' 23 3
101-W 2 33 3
11'•7 2 3 3 3 3 1 3 I 1 4 t 4 5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 17-0' 11'-0' 18'-0' 18'-0' 20'-0' 27-0' 2/'-0' 28'-0' 28'-0' 30'-0' 37-0'
8'-0' 4 4 5 5
10'4' 3 4 ♦ 4 5 1 S
11'-7 3 / 4 5 1 5 1 5 1 S 1 8 1 8 1 7 1 7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH 10'-0' 17-0' 14--0' 16'-0' 18'-0' 20'-0' 27-0' 24W 28'-0' 28'-0' 30'-0' 37-0'
8'-0' S 5 8 6
10'-0- 4 5 5 5 8 8
11'-2' 4 6 5 6 8 7 7 6 6 6 9
:. JCEN3F MASTER ANCHORING PLANS--FLORIDA--FBC 2017
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DATE: 11-15-2017
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1r i. J°'^°"'n-Is•n TABLE BUILDINGS REVISION: SCALE:
I
PROVIDE 2,TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.x 1Y,'WIDE GALVANIZED
VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/(S)10C NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
RIM BOARD W/)5'0 BOLT PER MANUF.SPECS.
BOLT W/WASHER
(GALV.)
N
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
FINISH FOR
OUTSIDE
GRADE GRADE SKID(TYP)
1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/STRAP DETAIL
OUTSIDE
20 GA x 1Y.'WIDE GALVANIZED SKID(TYP)
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/SLOTTED RECOMMENDED GROUND
BOLT PER MANUF.SPECS. O ANCHOR SCHEDULE
w
TIECDOWN ONCRA CHOR FINISH O g Y saL
O ANCHOR DESCRIPTION
REFER TO SCHEDULEGRADE I�u CLASS
FOR SPACING(TYP) e j W 0 ROD x 48'LONG w/(1)B'HELD(
WO ROD.48'LONG w/(1)8'HELD(
4a 1/i 0 ROD x 48'LONG w/(2)4'HELD(
EYE ANCHOR-%'0 ROD x 48'LONG w/(1)8'HELIX
/\ EYE ANCHOR-WO ROD x 48'LONG W(1)8'HELIX
/ NOTE:REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
ATTACH ANCHOR TO \ DESCRIPTION.
CONCRETE SLAB ON
CONCRETE W/v DUl GRADE BY OTHERS.
EXPANSION BOLT W/ -.IN
3'EMBEDMENT(TYP)
3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL
i :0 IIIsF MASTER ANCHORING PLANSFLORIDA--FBC 2017
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j• No.77209 ';
* I PROJECT NO SHEET NUMBER
DATE:
$TATE � 11-152017
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1-1 PORTABLE BUILDINGS REVISION: SCALE:1'=1'-0
PROVIDE Zx TRTD BLOCKING AT BOLT
LOCATION.PLACE W/GRAIN RUNNING 20 GA.z 1Y.'WIDE GALVANIZED
VERTICALLY.ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH TO ANCHOR W/SLOTTED
RIM BOARD W/)4'O OUTSIDE BOLT PER MANUF.SPECS. FINISH
BOLT W/WASHER SKID(TYP) GRADE
(GALV.)
FINISH
GRADE
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
OPTIONAL 18'z18'x1'SOLID MASONRY OPTIONAL 16"x1654"SOLID MASONRY
BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TVP)
1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP DETAIL W/OPTIONAL BLOCK PAD
I
i
OPTIONAL BLOCK PAD SCHEDULE
BLDG NUMBER OF PADS BENEATH EACH SKID
WIDTH 101-0' 17-0' 14'-0' 16'-0' 18'-0' 20'-0' 22'-0' 24'-0' 26'-0' 2B-0' 301-0' 37-M
2 3 3 3
10'-0' 2 2 2 3 3 3
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.
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sF -' MASTER ANCHORING PLANS--FLORIDA--FBC 2017
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* _ PROJECT NO.
SHEET NUMBER
STATE DATE: 11-15-2017
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TABLE BUILDINGS REVISION: SCALE:1'=1'-0
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