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Manufactured (Modular) Buildings
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BN:.>ar
Manufactured (Modular)
Buildings Menu > Plan Search > Plan List > Plan Detail
,U
School District
Contract Agency
Construction Type
Fire Protection
Fire Suppression System
Occupancy
Allowable # of Stories
Wind Velocity
Fire Rating of Exterior Walls
Maximum Floor Load
Alternate Maximum Floor Load
Roof Load
"R" Rating of Floor, Wall, and, Roof
Modules per Building
Square Footage
Approved for Hurricane Protection Usage
Designed for use as a Hurricane Public Shelter
Comments
Original Plan Tracking #
Date of Agency Approval
Date Submitted
Date Accepted
Status
V-B
B
No
Utility-Misc.
1
160 mph Exposure C
0 hrs
Area Live - psf Dead - psf
40 40 4
20 5
N/A
1
358 Sq. Ft.
These plans comply with Florida Building Code 2020
7th Edition. Phillip E. Robbins, P.E. #49070
01/11/2021
01/13/2021
01/14/2021
Accepted
Date
Attached File
01/13/2021
PlanID 37517 Weather King Sheds PER210077-1`836666a odf
Caneel Plan Reviews
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824
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click hem .
Manufactured (Modular) Buildings Accepts:
MET W ® eCMcl M
https://www.floridabuilding.org/mb/mb-Pub_plan_dtl.aspx?param=OgQwMGULGpxyQ4... 4/19/2021
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L RWLSAND CCNSTRUCTOti St+lAtt BE TIME
i cprs a IT,HT}iE A30YE COT)£S nT TNETIME QF
pA.tS+7L'+•`'•'• TORE,
3. zrWW,INOS SML NOT BE SCALED FOR D'M'EMSIONS.
4. STRUCTURES ARE CLASSIFIED AS WINOR STORAGE
FACL%jIE-S` {RISKr.ATEGORY 1) PER TABi,E: 1804.5 AND'
SLIOUL.O NOT EE-€4M FOR HUt" HABITATION.
6. STRUOTURESARE DESTGNEO FOR LOCATIONS THAT HAVE A
3 SECOND ININD OUST OF ISO MPH RISK STRUCTURES PER FIGURE1860.3(4)FO TH£20MFBC- I
6. SM NG FASTENERS SHALL NOT BE INSTALLED IN PANEL SIO'NG
THE OYES OCCUR RAT CUT EDGES OF THE SIDIFIELD OFTHE PANEL OR WHENG PANELSIV3NG
7. STRUCTURES ARE DES',C-SEED FOR LOCATIONS THAT ARE NOT
N FLOOD RAZARO AREAS•
8. IN ACCORDANCE WITH FSG 16003Z STORAGE SHEDS NOT
DESIGNED FOR HUMAN MMMATtON WITH A FLOOR R AREA
1y
OFT 20 SQ{;ftPvE FEET OR LESS ARE HOT REQUIRED
WITH THE MANDATDAY W1ND0OR14E DEB RIS 1MPACT STANDARDS.
OF THE =0 F8C.
9, DN ACGOROATNCEYNTTHFBG 1070.1.1BUM%GS THAT ARE 400
SQUARE €EETORLESS TKATAREWiPNOW FORUSEIN
CCTS,kUNCTTON Wnm ONE- AW TWO• FAMtLYRESMZNCES
12.ALL FLOOR JOISTS ARE TD Be PRESSURE TREATED
SYP #z OR BETTER.
11 ALL UN,FREiATED WOOD FRAMING IS TO BE TO BE
SPF 02 OR BETTER. UNLESS NOTED OTHERYNt
4S.WOOD f-R&MING 'NAT,014ALDESIGNS LEC,tFICATTON(NOS) FOR'WOOD
COSSTRUCTtow, 2DI8.
IS, ALL FLOOR DECKING IS TO BE `$a"TREATED PLYWOOD
CR a PERPORTAAX 500 FLOORSHEATM, G, FLOORING
CLOSER THAN I INI;HES TO EXPOSL-D GKOU'lD SHALL
BE OF AIATURALLY DURABLE OR PRESERVATIVE-TREATEO
WOOD IN ACCORDANCE WITH 4N-IZ3:1.
IS, ALL SKIOSARE TQ BE 4*6 PRESSURE TREATED,
RATED FOR GROUND CONTACT.
17, REFER TO THE SUPPLIED FASTENING SCHEDULE FOR
FASTENING BASED ON CONNECTION AND LOCATION OF
MEMBERS AS PER THE 202D FLORIDA SUILDONG CODE
TABLE 2304.10.1. UNLESS NOTED QTH'iYse ' as
18. ALL EXTERIOR NAILS ARE TO BE ZINC COATED,
STRUCTURES SHOULD HAvE 3o YEAR RATED
13.S"GLESS CONFORMIN TOASTM 03164 T {CLASS F)
OR ASTM DI158 (CLASS H) OR 29 GA METAL ROOF PANELS,
m SECTIONS AND 1)ETA9S SHOWN ARE. MTENDED TO BE
TYPICALA.110 SHALL APPLYAT ALL SIMLA+R LOCATIONS.
UNLESS NOTED OTHERWISE.
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
21. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO
REgU6R IEPt i S OF THE 2m Fem
TO RESIST WIND LOADS. ANCHORING OF THE dS'UWI NO IS
10.AU. ROOF am" IS TO BE. 1s"tlS4.1�1u PLYWOOD.
FASTEN ROOF SI'tEATt'W TO
SUBJECT TO LOCAL JURISDICTION APPROVAL.
FORHVHZ
)`r PLYWOOD, OR EgUiVALENT
ROOFFRA=G'WITH 2V-MNG SHANK NAILS SPACED AT -
. BlW ON35 HAVE HOT BEEN DESIGN
_--Requm am AS SET.. FORTH LYTI}E.202D.FBC
5- MAX, URLESS NOTED OT.NET VISE ONSNEET "I.5:
13.Pd.LSID08G tS TO BE TREATED T1.11, Lp STMRTStDE
PANEL.OR29 GA. METAL SIONO.
CF•-.:IGtI Ci2"ERlH'
'1, RISK CRTEGCRY 1
2. LIVE LOADS:
FLOOR-.40 PSF
RGOP 2D PSF
3. DEAD LOADS:
FLOOR: 4PSF
RCOr 5 PSF -
W ALL$. 3 PSF
4. WIND LOADS ARE RA SO 09 TFZTTt'{PTMNG:
Va4=TEAMPH {22=F5OFlGUREITT}bX4))
Vald i24 MP1j
RISKCATEGORYI
EXPOSURE CATEGORY C
LNTERHn1. PRESSURE CCEFRCLENT:
GCp1=:A.18
COMPONENTS &CLADDING:
EFFECTIVE WRIDAREA. M-10 FT'
ROOF -ZONE 1= %3,-SD.B PSF
ROOF^ZONE 2- 19.3,-533 PSF
ROOF -ZONE 3 n 13.3.-78.: PSF
YJALL-ZO T 5 4 = 33.6, -= PSF
WALL -ZONE 5 =XL5, .44,8 PSF
EFFECTIVE WIND AREA Ab= 20 FT
ROOF=ZONE I= it.8,-29.fl PSF
ROOF-ZONE2= 17'%-A8.4PSF
ROOFZONE 3 = i7A l-J-7 PEF
VFALLZDNE 4 - 320. -348 PSF
WAIL ZONE 5-32.0,-441.6 PSF
NOTE: CSC'A€ND PRESSURES S1iQTi:N T4AY i�
REDUCED FOR LARGER AREAS AS ALLOWED
BY COOE.
6. COIMTRUCTON TYPE- ASS
6. OCCUPANCY GROUP U
1TEA 3BYOTtERS:
THE FOLIOYNTNG ITEMS MAY BE SUPPUEDAND
OST.ALLEO BY'07heRs. TH'a'RE n EMS TSTAY BE
SUBJECT 70 LOCAL JUR!SDnTIG lAPPROVAL.
WEATHER KING PORTABLE BUILDINGS IS NOT
RESPONSIBLE FOR THESE ITEMS,
1. THE FOUNDATION A'ND TIE-WA''N SYSTEM
2. MAPS, STAIRS, AND GEfNERALAMESS
3, ELECTRIGALSERYICE I=WP
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SHEETS 1-2.4 AND S•25
% Ti•i180 W,,
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29 GA METAL SIDING
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ABTA% 03i61 CLASS F OR
ASTM 07168 CLASS t1
ASP14ALT S104GLE,S OR
2&GAW METAL ROOFING
PRO,gm CONT.1ACTAL
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AND GABLE ENDS.
REF.DETAiL31S3.0 (rM
2,4 STUDS Q IT O.C.
PRWDEDOUSLE
STUDS AT WALL FROING
VERTICAL SEAMS
y TREATED PLYLVOOD OR
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2a4 TRTD FLOOR JOISTS
a 16, 0.O. MAX
REFER 70 NOTE 10 fkV
ASTM WWI CLASS P OR
StiEFT ," FOR ROOF SHEATHING
ASTM D71SS CLASS H
AB.aHALT SHINGLES OR
22-CAGE METAL ROOFING
ROOF TRUSS. ROOFER TO
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PROVIDE CONT. METAL
DRIP EDG£ AT EAVES
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REF. OETAIL3'S0.0(M
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PANELS 0ECRIG MALL EATTAGtieO
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(3EE NOTE, TYP) Jt--DOU6LETLSP PLATE
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i OPENINO REFERTODETAii.90N
REF ER TO DETAIL 4 ON \\ fl ;..: SHEET S3A FOR STRAP
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(TYP) Q •.. /WDT7)ONAi iY.-16 GA
STRAP FOR BUILDINGS
10'-0° WIDE FRONT ENDWALL 27-0'TO3owLONG
8' WIDE FRONT END -WALL (SEE Wm TYP)
ROOF TRUSS REFER TO DETAIL 5ON ROOF TRUSS
OP'iiA3YAL.Y'ii9iJGW SHEET S3.1 FOR STRAP
REFER TO OETAILS ON 36 YPD WmE MAX(iATTACHMENT- UM
SHEETS8_I FORSTRAP - � LA PTHETOPfX.ATE
ATTACHMENT- VW) DCUBLE TOP PLATE FR0.M THE S'IIE P7ALL
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REFER TO DETAL 4 GU
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ATTACH STLL4i'TO EACH ( ,s ATTACHMEH7.(TYP)
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NOTES FORRCl.L.UP ODOR OPTKft
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ly' -16 GA METAL
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ON THE INTERIOR FACE PLUS THE EXTEROR FACE OF THE WALL
WALL SHEATHING
THE EXTERIOR METALSIDI--- *LL BE ATTACHE6 TO S'HEATH4Nt3 PER DETAIL
4ON
REFER TOOETAIL4ON
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1. REFER TO Si --Et Sot FVR DESIGN LOWS.
2. MAyj, RWME.
,AUM TRUSS SPACING =24'0-C� UNLESS NOTED OTHE
IMSS Top CHORDS,MLBC 8RACEDWISTRUCTL�RALVMD
,
SHEATHING ATTACHED DIIIECTLY TO TRUSS
4, ALLYRUSS MEMBERS ARE TO BE SPF "R BETTER'
&,TRUSS PLATES ARE TO GE A MNIMUM OF20 GAGE Q420)
F,YDPMUCALLy PRESSED IN PLACE EACH SIDE OF TRUSS,
REAUnONS DUE To VNIND ARE SASED ON WNFRS END MVE
pRESSURES, JNDtV�DUAI, VENMERS DESIGNED FOR
COMPONENTS AND CLADD= tIAND PRES5URE-
7. DEFLECTION MEETS LP240 LWE LOAD AND 1fl60 TOTAL LGIV-
& LOAD DURATION ADJUSTMENT FACTORS:
FOOFLW'.25
"W140" 1.60
13. REPFTITFVE MEMBER WCREASE: 1-15
W TRIM 4.*'
PLATE (TYP)
ALL TRUSS mEMsEFts TO 8E W SPF 02
:W REACTIONS
NOW- 51 Las.
NET UPLIFT; -221 LSS-
GRAVOY: 2D4 LOS.
8! WIDE UTILITY TRUSS
2PI TRUSS W-Y W-3.
PLATE (TYF) -- I
12
N
ALL I RUSS MEMBERS To M 2M SPF #2
— --cTlOts
NORM 64 Las.
NETUPLFT- -ML53-
GqAVrry: 254 LBS.
lo'MDE UTILITY TRUSS
AM-04
(2) 2X.4 TRUSS
T€ATE
lo,
2z4 TRUSS
PLATE (TYP)
ALL TRUSS W-M3ER$TO BE 2* SPF 82
(UNLESS NOTED OIREEWME)
NORM MO&
NET UPLIFT: _ML&&
GRAVITY: 284LSS-
il*-2'WIDE UTILITYTRUSS
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W6 PORT-AbLIE BUILDINGS
0
"It
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=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 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.
WEATHER KING
P.O. BOX 108
PARIS, TN 38242
. EIVS
°" MASTER ANCHORING PLANS-FLORIDA-FBC 2020
�' %.
* No.772O9
PROJECT No: SHEET NUMBER
Digitally signed by Kevin Nolan DATE:
% t STATE DN: 12-31-2020
'O•.� OF
09.2342.19200300.100.1.1=A014 _
11, h e r K u ', DRAWN BY: KLN
�,,"" �,O„���,,,� `,�O 100000001740C89501F00044A8a"j
4 rn=Kevin Nolan, r-USCHECKED BY: KLN S-0-AP
r 6Date: 2020.1231 10:3328 -06'00' PORTABLE 6 U I ■ D II kf G S REVISION: 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"
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
2
3
3
3
4
-
-
10'-0'
2
2
2
3
3
3
1 3
4
4
4
4
-
11'-2"
-
2
2
1 3
3
3
1 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'-0"
3
3
3
3
4
4
4
4
5
5
5
11'-2"
-
2
3
1 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
5
5
-
-
-
10'-0"
4
4
4
4
5
5
5
6
6
7
7
11'-2"
4
4
1 4
5
5
5
5
6
6
7
7
MASTER ANCHORING PLANS--FLORIDA--FBC 2020
i. Digitally signed by Kevin Nolan
ON:
� 9.2342.19200300.100.1.1=A014
/ vYlii/ 100000001740 89501f00044A8
4 rnKevin Nolan, c=US
f r Date: 2020.12.31 10:3357.0600'
dingo =,-%,at'her
uh"
PORTABLE BUILDIGS
PROJECT NO:
DATE: 12-31-2020
DRAWN Br KLN
CHECKED BY: KLN
SHEET NUMBER
S-1.0-AP
SCALE:
L_
%%% V _" NO �''�i
* ; • No.77209
�: SPATE
0 OF
. <ot;tOP
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
1 5
1 5
5
6
6
117-2"
2
3
3
1 3
3
1 3
1 4
4
1 4
1 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'
-
3
4
1 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
8
8
1 8
9
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
I ' Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
DATE: 12-31-2020
DN: '
09.2342.19200300.100.1.1—A014 DRAWN BY: KLN �11 AP
l 00000001740089501 F00044A8 6 ,1 ( '� CHECKED BY: KLN 1� 1_/ \I
c4 n- evin Nolan, c=US i ■ �eYrlR!
Date: 2020.12.31 10:34:18 -06'00' PORTABLE BUILDINGS. - REVISION: SCALE:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
ATTACH ANCHOR TO
CONCRETE W/ e" DIA.
EXPANSION BOLT W/
3" EMBEDMENT (TYP)
NO
* jJ No.77209
SIATE
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/Y{ 0
BOLT W/ WASHER
(GALV.)
N
REFER TO SCHEDULE
FOR ANCHOR INFO.
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.
-L 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 W1 SLOTTED
BOLT PER MANUF. SPECS.
REFER TO SCHEDULE
FOR ANCHOR INFO. FINISH OUTSIDE
GRADE SKID (TYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
1" 2
Lk
FINISH � p U
GRADE w S2
to of
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
%" 0 ROD x 48" LONG w/ (1) 6" HELIX
3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
3/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.
MASTER ANCHORING PLANS-FLORIDA-FBC 2020
' Digitally signed by Kevin Nolan PROJECT NO: SHEET NUMBER
% DN. DATE: 12-31-2020
09234200174000.100.1.1=A01 DRAWN D KLN
1410C000001740C89501F00044Weather �S-2.0-AP
A84 cn=(Cevin Nolan, c=US CHECKED BY: KLN
Date: 2020.12311034:41 PORTABLE..�l��{{7�.
REVISION:
-06'00'SCALE: 1 "--T-0
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/ Yz" 0
FINISH
BOLT W/ WASHER
(GALV.)
'F GRADE
20 GA. x %" WIDE GALVANIZED
STRAP EXPENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUF. SPECS.
SKID (TYP)
N
REFER TO SCHEDULE < ? . a i e 1
REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
OPTIONAL 16'x16"x4" SOLID MASONRY OPTIONAL 16"xt6'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'-0"
20'-0'
22'-0"
24'-O"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
2
3
3
3
-
10'-0"
2
2
2
1 3
3
11'-2"
-
-
-
3
3
3
3
3
3
3
3
4
FINISH
GRADE
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
— yt ; N0.77209 •; # £
* e
,• $
y O •. �` OF
<O......
{g Digitally signed by Kevin Nolan
ON:
091342.1920030O.I00.1.I=A014
n /
10C000001740C89501F00044A8
PROJECT NO:
SHEET NUMBER
HAP
DATE: 12-31-2020
DRAWN KLN
••.,,,,, ..P ♦�
i��,i' TONAL. �♦♦♦♦♦
/ v�j�
^` 4 n Kvin Nolan, c=US
Weatner
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CHECKED BY: KLN
����iuuummo♦0
f Date: 2020.123110:35:04-06'00'
�PORTAB'LE BUILD:IN��
SCALE:1"=V-0
REVISION: