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MINIMUM x TOTAL M MNMUM 9 TOTAL» MINI4W 0 TOTAL• MIN6IUM w TOTAL• MIN04UM x TOTAL w MINIMUM 0 TOTAL x Q
WIDTH x lJ10TH x WIDTH x WIDTH x WIDTH z Il®TFi z $
Of,SOIL OF CONC OF 506- OF CONC OP SOIL Of,CONC OP SOI. OF CONIC OP SOIL OP CONIC OP 506. OF CONIC
LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH
ANCHORS PADS ANCHORS PADS ANCHORS PADS ANCHORS PADS ANCHORS PADS ANCHORS PADS
4'x6' 4 6 G x G 4 6 D'x G' 4 6 10'x6 1 6 0'0'x G' 4 6 13'5"x6' 4 12
4'x B' 1 ' 6 6'x D' 4 G D'x B' 1 6 0.x 5' - 4 6 PB'x 15' 4 6 13'8'x B' 1 I2
4'x10' 4 0 6'x10' 4 0 5'x10' 1 B 10'x10' 1 B 0'B'x 10' 4 B 13'5'x10'
4'x 12' 4 B 6'x 12' 4 B D'x 12' 4 0 10'x 12' 4 B We'x I2' 4 B 13'15'x 12' 4 I6
4'x 14' G 10 G'x M, 6 10 D'x k' 6 10 10'x 14' 6 10 0'8'x H' 6 10 Is,B'x 14' 6 20
4'xW G 10 Gxw G IO D'xW 6 10 10'x16' 6 10 1'15'z 16' 6 10 13'8'x I6' 6 20
1'x W 6 12 6'x 21' 6 12 D'x ID' 6 12 10'x IB' 6 12 0'0'x 10' 6 12 13'8'x ID' 6 24 >
4'x 20' 6 12 6'x 20' 6 n D'x 20' 6 12 10'x 20' 6 12 To'x 20' 6 12 13'15'x 20' 6 24 �.
1'x 22' B 14 6'x 22' B 14 D'x 22' B H 10'x 22' D H 0'15"x 22' 0 'H I3'5'x 22' B 215 10 rp=p�ff
4'x 24' D k 6'x 24' D 14 6'x 21' S H 10'x 2Y 0 I4 0'15'x 24' 8 I4 13'0'x 24' B 25 p ti
4'x 2G' D V. 6 z 2G' 0 I6 B'x 26' 0 16 10'x 26' B' 16 1'8'x 26' B IG P3'D'x 26' B 32 P1l d
4'x 2D' B I 10 6'x 25' D 16 D'x 26' B IG 10'x 20' B 16 0'15"x 20' B 1 16 13'0'x 215 B 32
1'x 30' 10 25 6'x 30' 10 IB .B'z 30' 10 0 10'x 30' 10 10 1'15"x 30' 10 1 IB 13'8'x 30' 10 SG
1'x 32' 10 ID 6'x 32' 10 IB D'x 32' 10 IB '0`4 32' 10 05 0'15'x 32' 10 IB 19'0'x52, 10 _ 3G _
4'x 3Y 10 20 6'x34' 10 20 B'x 34' 10 20 10'x 3Y 10 20 1'15'x 34' 10 20 13'5'x 34' 10 40
1'x%' 10 20 6'x 36' 10 20 B'x 3G 10 20 10'x 36' 10 20 7'S'x 3G 10 20 13'B'x 36' 10 40
4'x Su 12 22 6'x 3D' 12 22 B'x 38' 12 22 10'x 3B' 12 22 To,x Sb'. 12 22 13'15'x 315' 12 44� .� z<
4'x 40' M 22 6'x 10' 12 22 B'x 40' 12 22 10'x 10' PL 22 P5'x 10' '12 22 13'B'x 10' 12 44
4'x 42' 12 24 6'x42' I2 24 D'x42' 12 21 IO'x 42' 12 24 1'0'x 42' PL 24 13'15'x 12' 2 415 =✓+$Vj
1'z 44' 12 21 6'x11' n 24 B'z 44' 12 24 10'x M' 12 21 0'8"x14' 12 24 _ 13'5'x 44' 12 45 o[
1'x 1G' 11 26 6'x16' H 26 D'x 46' 11 26 10'x 46' M 26 1'S'x 16' M 2G 13'15'x 16'
f v
4'x 15' 14 26 6'x 10' h 26 0'x 10' k 26 10'x 40' 14 26 0'15'x 18' 14 26 19'15'z 50' 14 52 m
1'x50' Y4 25 G'x 50' H 20 D'x 50' H 20 10'z 50' H 215 1'8"x50' ��k 25 130'x90' k 56
EV 0Y DATG
ANCHOR BLOCKING 6CN@DULB 1 I JDA 3/29/02
FOR STANDAD AND BARN fin\
J 1 \ CHANGED'OTAL TO'1INIMLM NUMBER OF xNCHORS An, 3AyOI
CHANGED NUMBER OF PADS ON 13'15'LODE DRN By,.IDA
CR Dy, PSC
SCALE NTS
N0 213
THESE PI."WERE=61"M IN ACCORDING WITH TW8 200I FLORIDA BUILDING CORN SHEET
FOR A THREE SECOND 4UST OP 130,140,146, 4 190 MPH. +
MINI"x TOTAL N MIMMUM x TOTAL x MINIMUM x TOTAL 0 MINIluM x TOTAL x
F1DTH x 41DTH x LIDTH x MOTH x V2'0 x W LG a
OF SOIL OF CONC OF SOIL OF CON C OF SQL OP CON C OP 5�. OF CON STEEL RQ7
DEPTH ANCHORS PADS DEPiFi ANCHORS PADS DPPfH ANCHORS FADS DEPTH ANCHORS MDS gg
G'x 4' 4 6 20'x 4' 6 12 32'x 1' 10 10 44'x 4' FL 21 8 F
6'x6' 4 6 20'x6' G 12 32'x6' 10 IB 44'x6' 12 24 agS F.
G'xw 4 6, 20'x B' 6 12 32'x0' 10 10 44'x6' 1� 21 HELIX d C�
6'x10' 1 G 20'xV G 12 32'x10' 10 IB 41'x10• 12 24 - �Gtix4V q
WTH s•mCH
B'x+ 4 G 22'x4' B 14 3+x 4' 10 20 4G'x+ M 26
0'x6' 1 6 22'x6 0 k 3+x G' 10 20 tG'x9 14 26
B'x B' 4 6 22'x 0' D H 3+x 0' 10 20 16'x B' M 26
D'x 10' 1 6 22'x 10' a 14 3+x 10' 10 20 16'x 10' H' 26 2
10'x+ t B 21'x+ a M1 36'x.+ 10 20 t0'x+ H 26
V x 6' 4 a 91'x 6 a K 36 x 6 10 20 4B'x 6• n 26 GINGLB HBLIX GROUND ANCNOIa� �z
scALe NTs li a'xB' 1 B 2YxD' B H 36'xD' 10 20 10'x D' hF 26
10'x 10' 1 B 21x IV B H 3G'x 10' 10 20 40'x 10' YF 26
FL'x 4' 4 D 2G'x 4' B 16 3D'x 4' 12 22 5D'x'1' H 20
12'x6' 4 B 26x6 B IG 3D'xG' 12 22 50'x6' 14 2a ~
12'x B' 1 0 26 x D' B IG 3D'x D' 12 22 50'x 0' 14 20
FL'x 10' 4 B 26 x10' B 16 3D'x 10' 12 22 50'x 10' k 20
V2'V x 3C Lr ULL'
H'x 4' G 10 20'x 4' B - A 40'x 1' 12 22 S=L 9w
W x 6' 6 10 2B'x G' 0 16 10'x G' 12 22 a <Q
14'x B' 6 10 20'x D' 0 IG 40'x B' M 22 8 $
W x 10' 6 10 20'x 10' B 16 10'x 10' 12 .22 g
'16'x+ G 10 30'x 4' 10 IB 12'x 4'. 12 24 u N
9/'x G' 6 10 SO'x6 10. 10 42'x6 12 21t �_
W x 5' 6 10 30'x D' 10 IB 42'x B' 12 24
Vi'x 10' 6 IO SO'x 10' b ID 42'x b' 12 24
IB'x+ 6 n L J L.:jQ
ID'x 6' 6 12 Y D7 DATE
V x& G 12CORAL ROCK ANCHORS 1 JDA 3/29/0`
ANCHOR BLOCKING BCHGDULi
ID'x 10' 6 12 FOR GAPE TYPE SCALE, 111-1
CHANGED T01AL TO MINIMUM NUMBER OF ANGHC2S ATe smvo2
CK DIP FSC
SCALE NTS
' .N02T3-OSI
NON ft"WON 0014N=IN AWOMAN=WITH TN/4001 FLORIDA BU160IN4 CODS SHEET.
POR A TNRO GOWND*Or Q INI,140,1", 4 1"."IM. 4-2
IL
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(2�)216 r1 0
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SEE SH ET A-4 FOR ANC1409)6 AND BL.". = fOF CowTi'im+4/e'.4'IN4q.j" .—T I fAD `Q'
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PADS IVST gE LIGATED UNDEpRGENDS OF SKDS.2 ACED A7N O GRPJ�IER'(NAN t'-W QG
ANGHORI G t 8 0C PAN ���
3 �pLE, T I IM I \ CHANADPED NOUS O AND SPACING OF ANCHOR$ A 4 02
L/ I—"–�, CHANGED NOT ABOUT SPAGNG FROM END Of UNITS pRN ey;)pA
pS 6TH rsc
SCALCN.TS
' .NOS 2Y4OJ
?HOW PI."WRRR COMM IN A=PZIAN=WITH 'TNR 2001 FLORIDA BUIL01W 00= SHEET
` POR A THRM BROMO C"T OP 1", 40, 146, t 160 MPH.
2x4 WALL STUD 2x1 WALL STUD .
20 AP GALV.x 11/1" IQ
IL
STRAP RUN FROM ANCHOR .20 GA.GALV.x I V N2 IL
TO F:LOOR
TOT AND 75aR P RUN FROM ANCHOR LL
A 2xi P.T.SOLE 3`O� 3/4'P.T. PLATE CONT. SKS FL(WOLE OD a
PLATE CONT. STRAP LENGTH PL7W000 4
".T.RIM
JOIST CONT. P.T.FLOOR JOIST J051 CONT. P.T.FLOOR JOIST • y
f
(2)2x6 P.T.OR MAXI (2)2x6 P.T.Olt
FWISH (2)2X4 P.7 GRADESH (2)2X4 P.T d i
=1 I I—III III-L�1 I I-1 11=11=11'' �I=1 I I-1 I I-1 11=1 I I „III ddd
wcouNID AN�H — 1=1 I—III—I i I_I I I I LI 1= GROUND
Au�� L—III III-1
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See DE7AILS FI—III I I—�I SEE DETAICS_I I=I I—III—III—I
i SCNED. _I 11= =1I6'x0'xY 'SCHCO•=1 I 1=1 I I I 1=1 I THICeic?W CONIC. ��
J THICK t9N.CONIC. I I-III- III—I 2900 PSI PAD OR
2500 PSI PAD OR I I III— (2)IG'xYx4' .
(2)Ib'x4'xY THICK MRL CONC. `
THICK MIN.CONC. 2500 FSI PAD(SEE SCHeD.) (0z
N
2500 FSI PAD(We SCHED.)
STRAP TO ANCHOR STRAP TO ANCHOR i
AAANCHOR/11BU DING CONNECTION 6 AN
ANCHOR/lIBU DING CONNECTION
2x4 WALL STIR
2x1 WALL STIP
2xt f.T.SOL 3/Y P.T.
2x4 P.T.SOLE 3/4'P.T. PLATE CONI. PLITJOOD
PLATE CONT. PLYWOOD R
P.T.RP) a
P.T.RSl JOIST CONT___ �)g
f.7.FLOOR JOIST v
JOIST CONT. P.T.PL)R JOISI � ��s� Q
3/15'x 3'LAG BOLT W/ 3/5'x 3'LAG SOLT W/ -I z
I V2'FENDER WASHER 1 V2'"ENDER WASHER (2)2x6 P.T.OR
THRU EYE OP ANCHOR (2))2x6 F.T.OR TN U EYE OP ANCHORGRA (2)2xt F.T.
(2)2x4 F.T. FINS _
1 1
I — I I—III I I I=
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SEAILS I I rI I I—III—I I-1-THICK MW CONIC. I II SCHiEp_"I I -1 I—� III-25)PSI PAD OR
I-29)"51 PAD OR l L I -
(2)wx1114 THICK MR Co
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MW.CONC. 25)PSI PAD(See SCHED.)
2900 PSI PAP(SEE SCHEDJ FOR WE WITH PLAN ATeSA2/02
ANCHOR TO SKID A-1 ANCHOR TO SKID ORNI Bm JOA
ALTERNATE ANCHORING DETAIL n ALTERNATE ANCHORING DETAIL CK Br rw
SCA N.TS
SCALE:N.Tb. V SCAL&N.TB.Q
I CHANGED NOTE TO MATCH DETAIL A ,N0- 213-ON
SHEET
THM P6"WOW MW=INAccosawea WITH Tws 2mmi t�DA eulLDNO coos
pow A TWM wcMM&W CP ism:140, ism rte. ,4—3
c p a
LULL SND
2a1 WALL 54D 2X1 F.T.SOLE 20 GA.GV.v.a W LL
2XI r.7.SOLE rLAR CONT. STRAP RUN fROt ANCHOR
PLATE CONT. 70 PL=JOLST AND
A/Y Pt _ FASTENEDTO.1067 4
9 3/Y P.T.
Y wY 3W/Wlf AND LIASNGR AW V2,BOLT �� fLrilOm '
C S'IRAf LGN6TN
XR ZZ ��
PT,ROdt JOST r.T.PLa7R JLbY &
DETAIL XX DETAIL ZZ
4G P.7.DR
al xaG P.T. JOST CONT. YaG F.T.DR
DOST[ONT_III
= —vE•Wit 7fT eXISTNG CONIC SAB To BE SrfLECRCSTSrAtatesT IDOIBLGICONC.ISLAB TO OG
TENSION HEAD MNAODII I I—III—I I I J�TO INGNES OLdl 01 A�CCORDANLt fnH�' PAStGNGD ; '•,L- —III `°'b7 H A DDANCt N tt
FASTENED WMO'a9'NDc—III—.1 I I—I LONG NOfoR �SCC710N 100119 FfiH 2 n MAR HEAD exrANson B9V. III-III-II 00913 LRN 2 rX ReBAR� \
C EVAN 4 Ed T I—'T,— �idOGDI AT Y D.'--1 II— I—III—III
`AIRCRAFT ACOI TO ANCHOR 8Tw TO ANCWOR
A TERNATE ANCHORING DSTAL TO SLABALTERNATE ANCHORING DETA14 TO AB y'
G BOALE,MTh. BC.ALE�XM
&9 WL.L STLD
OGTN ID
9.1 LULL 51W 2a9 P.T.50LG
2.4 F.T.SOLE PLATE CONT.
PLATE CONT. ra91M GA. 1 10 <
I W'GALV STRAP SEE MAL STRAPTEEL ///CCINST CONIC SAB is BG N gl Q
p p RUN OYER FLCM 9/1'P.T. �RUUR N ACCORDATMNCE WITH MOM tt W<J
zz JOST AND H� FLIVM tae F.T.SOLE Y 9 NiN 2 0 KewTo
. P •. YT 50 DeTAL'YP .BASE[Ort.
F.T.FLOOR JOST
(` T F.T.9111 1.4 F.T.OR :• .
DOST CONT. .1212.6 PT �"°G—III—III—III • • I—III—I I 1-I
=1 1=1 I I - - txrAN52R+BDL.T E10EODe?
-1 I I_ 1 I—I L—III—III—I i=�I:�,,,CONC AT 4 V CLC ev BY DAR
III-III-III 'I IM IM I I-I I I-I I F `" I JDA 3/WO2
CoKsmcSTTLECREST DOLlLG-- —E%6TN6 LONG SAB To BG
* "N�11OG00°1—III—III—I 11-1IC +��'THE PROPERTY -1 I I—I I I—I
NDWRA 901 EaTL I I—I I-1 I I—III- /�L IRONNIBAWI9 LDINµl2 WITH
EBAR —� I—I
1940001 AT Y OC I—III
ATE• 9/12/02
AIRCRAFT ACBLE TO ANCWOR EWILDMG TO BLAB ORN BY•JDA
A TERNATE ANCHORING DETAI TO S AB INSTA ATION ON EXISTINGCONC. AB ,
G SCALE N.TA BCALE,N.TA No 2140)
cxAxreD x' -ALL cac sues
I ADDlD DfPe'SW5 Atp YACNG R AKMRS SHEET
Twm M."W011111110 OWN=IN ACG MWOM WITH THE 4001 PLORIDA BUILD NS CODS
MR A THIN="calko a w ap M,lam,1",4 @m MIMd. P4-