HomeMy WebLinkAboutSHED PLANSqn
y
WIDTH x
LENGTH
MINIMUM #
OF SOIL
ANCHORS
TOTAL a
OF CONC
PADS
-f xG
4
6
4` x 8'
#
6
t' x 10'
4
8
4' x 12'
4
8
t' x K'
6
10
'T x IG
6
10
4' x 16
6
12
4' x 20'
fn
12
4' x 22'
B
14
4' x 24'
8
14
Y x 26'
8
16
4' x 28'
8
16
4'xSO'
10
18
4' x 32'
10
18
4' x 3Y
10
20
4' x 36'
10
20
4' x 38'
12
22
tx t0'
12
22
4' x 42'
12
211
4' x t4'
12
21
4' x 4G'
14
26
4' x 18'
19
26
Y x 50'
14
28
WIDTH x
LENGTH
MINIMUM M
OF SOIL
ANCHORS
TOTAL 8
OF CONC
PADS
Gx6'
4
6
G' x B'
4
6
6'x10'
4
8
G' x 12'
t
8
G x 14'
6
10
GxKA,
6
10
G x 18'
6
12
6' x 20'
G
12
G x 22'
8
14
6' x 2Y
8
It
6' x 2G'
8
I6
fdx2B'
8
16
6' x SO'
10
18
fdx32'
10
18
6' x 34'
10
20
G' x 3G'
10
20
6' x 55'
12
22
6' x 40'
12
22
G' x 42'
12
24
(dxit
12
24
6' x %'
14
26
G' x t8'
I4
26
G' x 50'
14
28
WIDTH x
LENGTH
MINIMUM M
OF SOIL
ANCHORS
TOTAL a
OF CONC
PADS
8' x G
t
6
8' x 8'
4
6
8' x 10'
t
8
8' x 12'
4
0
8' x 14'
fc
10
8' x I6'
6
10
8' x 15'
fn
12
8' x 20'
6
12
8' x 22'
8
14
8' x 2Y
8
14
8' x 26'
8
IG
8' x 28'
8
IG
8' x 30'
10
18
8' x 32'
10
IS
8' x 34'
10
20
B' x 36'
10
20
8' x 38'
12
22
8' x 40'
12
22
8' x 42'
12
24
8' x 4Y
12
24
8' x %'
It
2fn
8' x t8'
14
2fo
8' x 50'
It
28
WIDTH x
LENGTH
MINIMUM a
OF SOIL
ANCHORS
TOTAL a
OF CONC
PADS
10' x 6
t
6.
b'x8"
4
6
10' x 10'
4
8
10' x 12'
t
B
10' x 14'
6
10
10' x IG
6
10
10' x 15'
6
12
10. x 20'
6
12
10' x 22'
8
14
10' x 24'
8
14
10' x 26'
8
IG
10' x 28'
8
16
10' x 30'
10
IB
10' x 32'
10
18
10'x3Y
10
20
10' x 3G'
10
20
10' x 38'
12
22
10' x 40'
12
22
10' x 42'
12
24
10' x 44'
12
24
10' x 49
14
2G
10' x 48'
I4
26
10' x 50'
It
28
ANCHOR BLOCKING SCHEDULE
FOR STANDAD AND BARN
WIDTH x
LENGTH
MINIMUM #
OF SOIL
ANCHORS
TOTAL a
OF CONG
PADS
11'8" x 6'
4'
6
II'8" x 8'
4
fc
IIVx10'
4
8
II'8" x 12'
4
8
p'8" x It
6
10
p'8" x IV
6
10
11'8" x 15'
6
12
p'8" x 20'
6
12
11'8" x 22'
8
14
11'8" x 24'
8
I4
11'8" x 26'
8
16
p'8" x 25'
8
16
p'8" x 30'
10
18
11'8" x S2'
10
18
11'8" x 3Y
10
20
9'8" x 36'
10
20
p'8" x 38'
_ 12
22
0'6" x 10'
-12
22
1'8" x 12'
12
24
11'8" x It
12
24
11'8" x %'
I4
26
p'B" x 48'
I4
26
TvF
cEas /`
WIDTH x
LENGTH
MINIMUM #
OF SOIL
ANCHORS
TOTAL a
OF CONC
PADS
13'8"" x G'
4
12
13'B" x 5'
4
12
13'5" x 10'
4
16
13'8" x 12'
4
16
13'8" x It
6
20
13'8" x IG
6
20
13'8" x 18'
6
24
13'8" x 20'
G
24
13'8' x 22'
8
28
13'8" x 2Y
8
28
13'8" x 26'
8
32
13'8" x 28'
8
32
13'B" x SO'
10
3fn
13'8" x 32'
10
36
13'B" x 34'
10
40
13'B" x 36'
10
40
13'B" x 38'
12
44:
13'8" x 10'
12
44
13'8" x 42'
12
48
13'8" x t4'
12
48
13'5" x t6'
14
52
13'8" x t8'
13'8" x 50'
It
14
52
56
IL
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o�^r
u
11'8" x 50' 14 28 Untlyi
REV BY DATE
I I JDA 3/29/02
/I CHANGED TOTAL TO MINIMUM NUMBER OF ANCHORS
CHANGED NUMBER OF PADS ON 13'8" WIDE
THUM PLANE W/RS D/61"D
IN ACCORDANCE
WITH
TWO 2001
PLORIDA BUILDING COD/
POR A THRE/
6RGONO GUST OP
Imo,
14A 146, 4
ISO MPH.
3/12/02
BY'
JDA
LAE
BY
FSC
LE-
mT.5.
N0
293 051
SHEET
I
WIDTH x
DEPTH
MINIMUM #
Of SOIL
ANCHORS
TOTAL #
Of CONC
PADS
G x t
4
6
6' x 6'
t
6
6 x-5'
t
6
6' x 10'
8' x Y8'
x 6'B'x
8'8'x
10'10'x10'
lib
x 6'10'
x 8'10'
x 10'
12' x t'
t
B
12' x G
t
8
12' x 8'
t
8
12' x
8
IY x t'
6
10
14' x G
6
10
It x 8'
6
10
IY x 10'
6
10
16' x 4'
6
10
16' x G
6
10
16 x 8'
6
10
16' x 10'
6
10
IV x Y
6
12
IVxG
6
12
IS' x 8'
G
12
L. 1V x 10'
6
12
WIDTH x
DEPTH
MINIMUM #
OF SOIL
ANCHORS
TOTAL #
OF CONC
PADS
20'xY
G
12
20' x 6'
6
12
-20' x 8'
6
12
20' x 10'
6
12
22' x 4'
8
It
22' x 6
8
It
22' x 8'
B
It
22' x 10'
a
14
24' x 4'
B
It
24' x 6'
8
14
2Y x 8'
8
It
24' x 10'
8
14
2fdxt
B
16
2fdx6'
8
16
26'x8'
B
16
26' x 10'
B
16
28'xt
B
16
25'x6
B
16
28' x 8'
B
16
28' x 10'
8
16
30' x 4'
10
IB
30, x 6'
10
IS
30, x 8'
10
IS
SO' x 10'
10
1 18
WIDTH x
DEPTH
MINIMUM #
OP SOIL
ANCHORS
TOTAL #
OF GONG
PADS
52' x t'
10
15
32' x 6'
10
IB
32' x 8'
10
IB
32' x 10'
10
18
31,x4'
10
20
3t x 6'
10
20
3Y x B'
10
20
3t' x 10'
10
20
SGxt
10
20
SGx6'
10
20
SGx5'
10
20
36 x 10'
10
20
38' x t
12
22
55' x 6'
12
22
3B' x 8'
12
22
3B' x 10'
12
22
40' x Y
12
22
40' x 6
12
22
40' x 8'
12
22
t0' x 10'
12
22
42' x Y
12
24
42' x 6'
12
24
12' x B'
12
21t
t2, x 10'
12
24
ANCHOR BL0=lNQx BCHEDUIX
FOR CAPE TYPE
WIDTH x
DEPTH
MINIMUM #
OF SOIL
ANCHORS
TOTAL #
Of CONC
PADS
44' x t
12
24
44' x G
12
21f
44' x 8'
12
24
44' x 10'
12
24
16' x Y
It
26
46' x 6
ht
26
46' x 8'
It
26
46' x 10'
it"
26
45' x 4'
It
26
t8' x 6'
14
26
48' x 8'
14
26
45, x 10'
14
26
50' x 4'
14
28
50' x 6'
14
20
50, x 8'
14
28
50' x 10'
14
26
N.TS.
V2'0 x W LG
STEEL ROD
HELIX —
9 G4 x 4'0
WTH 2' PITCH
V2'0 x %' LG
STEEL ROD
CORAL ROCK ANCHORS
SCALE N.TS,
CHANGED TOTAL TO MINIMUM NUMBER OF ANCH��S
THww PLANE Ulm M14N1110 IN ACP.ORDANCR WITH THR 200I Fl.ORIDA DUIWM GOCM
ROR A THIS/ "cos D MST OP 130, 140,146, 4 16m MPH.
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ATE:
SA2/02
DRN BY,
JDA
CIC BY
PSC
SCALE
N.TS
WO. NO-
2'13 O51
SHEET.
��Z
2x9 P.T. SOLE -
PLATE-CONT.
P.T. RU1
JOIST GONT. -
SCHED.
FINISH
TO ANCHOR
2x9 P.T. SOLE -
PLATE CONT.
P.T. RIM
JOIST CONT. -
3/8" x 3" LAG BOLT W/
II/2"FENDER WASHER
THRU EYE OF ANCHOR
E
2x9 WALL STUD
-__ 20_GA.-GALV.-x-1-I/9-
STRAP RUN FROM'ANCHOR'
TO FLOOR JOIST AND
FASTENED TO JOIST
1---3/4" P.T.
LENGTH 1 1 PLYWOOD
P.T. FLOOR JOIST
(2) 2xG P.T. OR
(2) 2X9 P.T
Ifd'x8"x9"
THICK MIN. CONC.
2500 PSI PAD OR
(2) IG"x9"x9"
THICK MIN. CONC.
2500 PSI PAD (SEE SCHED.)
20 WALL STUD
P.T. FLOOR JOIST
3/4" P.T.
PLYWOOD
(2) 2xG P.T. OR
(2) 2x9 P.T.
MIN. CONG.
PSI PAD OR
x9"x9"
MIN. CONC.
PSI FAD (SEE SCHED.)
2x9 WALL STUD /
-- --- - -- -^ ------20 GA. GALV. x I Vt'
TOIR r PUNFROM ANCHOR
SKp
2x9 P.T. SOLE 3/9" P.T.
PLATE CONT. PLYWOOD
P.T. KIM zf
JOIST CONT. P.T. FLOOR JOIST
1 MAX.
FINISH I (2) 2xG P.T. OR
GPAnG o . ..�. (Z) 2X9 P.T
E SCHED.'- L IG"x8"x9"
-I F I -I I I I I -I I I= THICK MIN. CONC.
225)00 rSIx4 D OR
THICK MIN. CONC.
2500 PSI PAD (SEE SCHED.)
STRAP TO
2x9 WALL STUD
2x9 P.T. SOL
PLATE CONT.
P.T. RIM
JOIST COW. P.T. FLOOR JOIST
3/8" x 3" LAG BOLT W/
1 1/2" FENDER WASHER
THRU EYE OF ANCHOR
FOR USE WITH PLAN
A-1 ANCHOR TO SKI
ALTONAl
G-CV'Al P. U T S A
3/9" P.T.
PLYWOOD
(2) 2" x 9"
(2) 2xG P.T. OR
(2) 2x9 P.T.
(HICK MIN. CONC.
600 PSI PAD OR
(2) Ifd'X9"x9"
THICK MIN. CONC.
2500 PSI PAD (SEE SCHED.)
CHANGED NOTE TO MATCH DETAIL A
TK N I -:.ANC Y It VMW4 D IN AC o0RV&% ' WITH T14 3C`I ,- LORv IDA DIJILONS 17012/
POR A TH, ■ :OND QdJBT O� 13®; 14m; � . -. -�,. t 16m MPH. .. .
40
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�KMEMAW
DATE:
3/12/02
DRN BY,
JDA
CK BYE
PSC
SCALE-
N.T.S.
WA, NO-
213-051
SHEET
4� 3
r
t
a
— 2x4 WALL STUD
gxt P.T. SOLE
PLATE CONT.
3/8'x2 1/2' BOLT
W/NUT AND WASHER
P.T. FLOOR JOIST
GRADE—�
�
�Y,_
;.• -..
. RM-IIM
'
CANT_I
I I—•
VE
EST
MBLE
°
TEN90NSTYLECRHEAD ,BGD00)III—III—III
Jp
FASTENED W/5/8'x3" HEX
HEAD EXPANSION BOLT-. -
t
c
MOGO) AT Y O.C.
5/4' P.T.
PL1M00D
4xG P.T. OR
(2) 240 P.T.
'RAPT � EXISTING LONG. SLAB TO BE
Rim- CONSTRUCTED BY THE PROPERTY
;HES OWNER INACCORDANCE WITH
SECTION IB0413 WITH 2 05 REBAR
I
0 Be
PROPERTY
WITH
05 REBAR
20 WALL STUD
2x4 P.T. SOLE 20 GA. GALV. x V4'
PLATE CONT. STRAP RUN FROM ANCHOR
70 FLOOR JOIST AND
FASTENED TO JOIST
3/4' P.T.
STRAP LENGTH PLYWOOD
M•: _.- ZZ
DETAIL TZ �
FASTENED W/5/8'x3'
HEAD EXPANSION BOL
C4BI000) AT 4' O.C.
2x4 P.T. SOLE
PLATE CONT.
m9k20 GA. -
STEEL STRAP
SEE DETAIL
2x6 P.T. SOLE
BASE CONT.
TO
P.T. FLOOR JOIST
( P.T. RM
JOIST CONT. 4xG P.T. OR
(2) 2xG P.T.
-_—III IEXISTMG CONC. SLAB TO BE
—CONSTRUCTED BY THE PROPERTY
OWNER M ACCORDANCE WITH �
-1 11-I I �SECTION T8 ,!13 WITH 2 Z REBAR S
�'- 0 ..JJJJ
5-V4"
2x4 WALL STUD
BEYOND
EXISTING CONC, SLAB TO Be
�CONSTRUCTED BY THE PROPERtt
/WNER M ACCORDANCE WITH
SECTION 180'F13 WITH 2 u5 REBAR
E
••` —1 I I I I I
If
=
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DATE=
3/12/02
DRN BY-
JDA
CK BY,
FSC
SCA(.Er
N.T.S.
W0. N0�
2'13-051
N11\r1 Prg1mP91 I%FI\ VI\ rnl•I
SCALE: MT.5.
ADDEDP7NENS0 S AND SPC9D NOTM ON ALL ACWG Of ANCHORS
SHEET
THIN PL I N, _`- u m C . 61r11- D IN AP.P.ORDANC� WITH TH 2C' l PLC'�JDA BUILDING COG _-
OR A TWO G=' `ID C'°"t C. I D, tA_, 11 " 1 I M
Al w —,
DETAIIL (DITAIL
SCALE: lg" -I'-O' I SCALE: V!° -1.-O"
/\
rrm
mm 19
ON
me
ffim
ANCHORS FOR THE BUILDING COKNI;Ka nua i
E 2'-0" MAX FROM THE BUILDING CORNERS.
PADS MUST BE LOCATED UNDER ENDS OF SKIDS.
CHORS SHALL
BE SPACED AT NO GREATER THAN t-0" O.C.
2x4 STIR
2x4 P. T. SOLE PLATE CONi.
P. T. W JOIST CON"T.
I� I1�fTi
UGHES" OANSH CONC. ANCHOR HI
lORL jIA5 AT �' OG
9.
JOIST BEYOPD)
P.T. PL*N0OD
— 4x/a P.T. OR
(2) 2xb P.T.
A
TTE
FHE
E pPAD
BE AM
9'
31-3' t-0" v 4'-0" v 4'-0" v 3.-3"
4'-0" 1, Y-O" L 4'-w 1, 4.-o„ I., - �O"
D � ECTNTO� ZL CHANGED NOTES ON CONC. SLAB
ADDED DIMMENSIONS AND SPACING OF .ANCHORS
CHANGED NOT ABOUT SPACING FROM END OF UI
THga PLANS WNRU DMIGN/D
IN AWORDANGIll
WITH
THU 2001
PI.ORIDA 131411=0ING GOOK
POR A THmo
SnGONO GUST OP
130,
140, 146, t
ISO MPH.
a u
If
15 a
DAtE
/12 3/02
DRN BY+
JDA
CIS
WESCAWA.
SHEET
,4-�J