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Home My WebLink AboutProject Information GENERAL NOTES: file COPY 1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS '' SUBMITTED SEPARATELY. 20 „ es ao s V spa 2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE, REVIEWED FUH M - CODE COMPLIANCE 3.WIND LOADS ARE BASED ON THE FOLLOWING: ss• sw �� s ST, CIE C®LJ / ULTIMATE DESIGN WIND SPEEDS:2020 FBC FIGURE 1609.3(4) H `,' r% s BOCC �4711/ Vult=120 MPH ss• _��(_ Vult=140 MPH Vull-160 MPH RISK CATEGORY I EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpr=1k0.16 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 116 t a 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. B. 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. WEATHER KING P.O.BOX 108 PARIS,,TN 38242 �pnuuui PL. LANS--FLORIDA--FBC 2020 N MASTER ANCHORING *; N0.77209 *% PROJECTNO: C * ? Digitally signed by Kevin Nolan SHEET NUMBER �l STATE61 DN: DATE: 09-20-2021 � �'� P' ,�p`�� j n / 0.9.2342.19200300.100.1.1=A01 DRAWN BY: KLN e— p /' Vj v/rja/410C00000179olan,c 80000196 Weathe'r Kinge CHECKED O �I� AF,cn=Kevin Nolan,c=US REVISION:ON:BY. Date:2021.09.20 20:08:28-05'00' PORTABLE BUILDINGS SCALE:NONE f SCHEDULES FOR GROUND ANCHORS W/STRAPS UPLIFT ANCHORAGE SCHEDULE FOR WINDUP TO'120 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0' 16'4. 18'-0" 20'-0- 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 2 3 3 3 4 - 10'-0" 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" 2T-0" 30'-0" 32'-0" 6'-0" 3 3 4 4 4 5 101-0" 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 WIDTH 10'-0" 12'-0" 14'-O" 16'-0" 18'-O" 20'-O" 22'-0" 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 - 11'-2" 4 4. 4 5 5 5 5 6 6 7 7 ��pnuungq E s ---- MASTER ANCHORING PLANS--FLORIDA--FBC 2020 yk No.77209 *% PROJECT N0: B * Digitally signed by Kevin Nolan SHEET NUMBER 7j't STATE DN: DATE: 09-20-2021 0.9.2342.19200300.100.1.1=A0141 KLN SAO0000000179D834EF80000196AF, DMWN eY, cn=Kevin Nolan,c=US Weather . Kinge CHECKED Bv: KLNDate:2021.09.2020:09:01-05'00' PORT�IABLE BUILDINGS REVISION: 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" 17-0" 14'-0' 16'-0" 18'-0" 20'-0' 22'4' 24'4' 26'-W 28'-0"1 30'-9. 32'-0" 8'-0" 2 3 3 4 4 5 10'-0" 2 3 3 3 4 1 .4 1 5 5 5 6 16 11'-2" 2 3 3 3 3 1 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"' 17.0" 14'-0" 18'-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 8 7 7 1 V-2" - 3 4 4 5 5 5 5 8 6 7 7 UPLIFT ANCHORAGE SCHEDULE FOR WIND 14.1 TO 1.60 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'4" 14:-0" 16'-0" 18'-0" 20'-0" '22'-0" 24'4- 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 5 5 6 6' 6 7 - 10'-0" 4 5 5 5 8 1 6 7 7 8' 9 9 - 11'-2" 4 5 5 B 1 8 1 7 7 8 8 8 9 °J '�"'N° MASTER ANCHORING --PLANSFLORIDA--FBC 2020 F * No.77209 •' * PROJECT NO: * Digitally signed by Kevin Nolan SHEET NUMBER . _ _ DATE: 09-20 2021 STATE DN: =i %,O �� 0.9.2342.19200300.100.1.7=A01410 DATE: ev: 8.1.1.Ap • 000000779D834EF80000196AF, e a t h e r K' ® KLN � `sl•,.,.,.•�.0� cn=Kevin Nolan,c=US CHECKED BY: Date:2021.09.20 20:09:23-05'00' PORTABLE BUILDINGS REVISION: SCALE: I I PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE W/GRAIN RUNNING 20 GA.x lY4"WIDE GALVANIZED VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. ATTACH ANCHOR TO W/(6)10d NAILS MIN. ATTACH /SLOTTED BOLT PER MA UF.SPECS. RIM BOARD W/Y"0 BOLT W/WASHER (GALV.) REFER TO SCHEDULE REFER TO SCHEDULE FOR ANCHOR INFO. FOR ANCHOR INFO. FINISH FINISH 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 o ANCHOR SCHEDULE CONCRETE SLAB �U of TIE DOWN ANCHOR. FINISH O O o SOIL ANCHOR DESCRIPTION REFER TO SCHEDULE GRADE ¢ z w CLASS FOR SPACING(TYP) a Ir 9/a"0 ROD x 48"LONG w/(1)6"HELIX %"0 ROD x 48"LONG w/(1)6"HELIX 4a 3/4"0 ROD x 48"LONG wl(2)4"HELIX EYE ANCHOR-%"0 ROD x 48"LONG w/(1)6"HELIX / /% EYE ANCHOR-WO ROD x 48"LONG w/(1)6"HELIX NOTE:REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION. ATTACH ANCHOR TO CONCRETE SLAB ON CONCRETE W/6/a DIA. GRADE BY OTHERS. EXPANSION BOLT W/ 4"MIN 3"EMBEDMENT(TYP) 3-TYPICAL CONCRETE ANCHOR W/STRAP DETAIL �.L.N " MASTER ANCHORING PLANS--FLORIDA--FBC 2020 :'V�GENSF••;'l� s *; N0.77209 * PROJECT NO: 8 e * e Digitallysigned by Kevfn Nolan SHEET NUMBER STATE DN: DATE: 09-20-2021 i�•'•A OF P• 0.92342.19200300.100.1.1=A0141 DRAWN BY: KLN 1-414 0000000179D834EF80000196AF, Weathering® KLN` / ✓/V CHECKED BY: S-2.0-AP Date:202 09.20 20:09:43-05'00' REVISION: PORTABLE BUILDINGS scnLE:,"=,'-o 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" 14'-0" 16'-0° 1B'-0" 20'-0' 22'-0" 24'-0" 26'-0" 2B'-0" 30'-0" 32'-0" 8'-0" 2 2 3 3 3 4 - - - 10'0- 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" 19-0" 20'-0" 22'-0" 24'4' 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 3 3 4 4 4 5 - - - - 10'-0" 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 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 - 10'-0" 4 4 4 4. 5 5 5 6 6 7 7 - 11'-2° 4 4 4 5 5 .5 5 6 6 7 7 ° Es:J %: MASTER ANCHORING. 2020 . * N0.77209 * r PROJECT NO: Digitally signed by Kevin Nolan SHEET NUMBER STATE DN: DATE: 09-20-2021 " ��• Weather Kin DRAWN D KL S-1.0-AP 0.9.23401920034EF00.10196AF, •° pC00000179D834EF80000196AF, i ••'•••••••"�•a•• p CHECKED BY: 4CIALAL,,�`,,p Date•2021.09.20 0 09:01-05'00' REVISION: PORTABLE BUILDINGS _ SCALE: PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION.PLACE W/GRAIN RUNNING 20 GA,x 1X"WIDE GALVANIZED VERTICAL ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS. W/ NAILS MIN. ATTACH TO ANCHOR W/SLOTTED ATTACH ANCHOR TO OUTSIDE BOLT PER MANUF.SPECS. 'FINISH RIM BOARD W/Yz'0 SKID(TYP) GRADE BOLT W/WASHER (GALV.) FINISH GRADE N REFER TO SCHEDULE ' ' °? � REFER TO SCHEDULE '? "?' FORANCFlORINFO. FOR ANCHOR INFO. OPTIONAL 16'x16'W'SOLID MASONRY OPTIONAL.16"x16"x4"SOLID MASONRY BLOCK PAD.REFER TO SCHEDULE BLOCK PAD.REFER TO SCHEDULE FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING.(TYP) 1-BOLTED EYE ANCHOR DETAIL W/OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/STRAP 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" 18'4- 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-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. E s° ---- MASTER ANCHORING PLANS -FLORIDA--FBC 2020 F *? N0.77209 * PROJECT NO: * g Digitally signed by Kevin Nolan SHEET NUMBER STATE DN: DATE: 09-20-2021 A, 0.9.2342.19200300.100.1.1=A014 g DRAWN BY: KLN �.�� ORt�,••' ,.�` /��jjja/ 10C00000179D834EF80000196A Kin ® KLN � ''••.... �� CHECKED BY: S . AP n�w Date:202109.2020:1006-05'00' REVISION: SCALE:1"=1'-0 PORTABLE BUILDINGS