Original house and shed plansL____
`
L L -
ii
G
ALLOWABLE 11
Qf FLOORS 1
MNO 't1.oarr 110 M.P1f.
} 2' -O'
J d
gIm
ALLOWABLE
B OOR LOAD 30 f .6.I
APPROVAL DATE
MANUFACTURER D'S SHED
PCSIEI
M01112
-------
!
JOISTS
/ CTYP)
I
I
0
�
2
L.
-
..
E rr ,
•
J
.J
J01515
f (TM
J
--
2x4•/
i -
_ J
r-----1
21014 11S
I MO111
�~
_'
A CV 4 x
C232xG&CV
I
4
.... - _.m.. .. _.,,....� ,
4' TO 50' -0'
LISTING AGENCY
APPROVAL
1H SE PRINTS COMPLY h1111 111E
FLORICA MANUFACTURER BUILDING
ACT OF 1979 CONSIRUCI1ON COOPS
AND ADHERE TO THE FOLLOwING
CRITERIA:
CONSL (Y1 VI
OCCUPANCY LAWN STORAGE
ALLOWABLE 11
Qf FLOORS 1
MNO 't1.oarr 110 M.P1f.
FIRE RATING Of
EXTERIOR WALLS 0
PLAN NO, 273-001
ALLOWABLE
B OOR LOAD 30 f .6.I
APPROVAL DATE
MANUFACTURER D'S SHED
PCSIEI
-�----
L _J
(1)•x4OR
C13 2
( 1 )
w2x
'�'
4 2
�
[
M011a
1 124]
M01112
-------
!
J
- - -___
-
E rr ,
•
M0112 110N 3]8
-.I
____,I
J
--
2x4•/
!
_'
JAST
/ (TM
S
C4.P6 '7f
f
M0114 MOM MS
U)
C23 2 x
4 ORf
G VD
f-_ _,I
I -
---- --
G' TO 50'-0'
CU 4x4
CI) 2xGfD
11
I
G' TO 50'-0'
•,
L A`
(1)•x4OR
C13 2
x G 6tiD
�
[
M011a
J
J
2•xG•J
JOISTS
f CTYP)
...
•
M0112 110N 3]8
JOISTS
/CM')
J
--
g
M07124 4.
U)
C23 2 x
4 ORf
G VD
f-_ _,I
I -
---- --
G' TO 50'-0'
/1
O
F.
0
'
O
2• x4'WE RAL
NOTES*
1. 4' W1Pt E4.1LartO CENTER SPAN IS 3'-G• WITH G• OVERHANGS ON EACH We.
2. G• WPC O4.* 4G CENTER SPAN IS 4'-0• Wt'i11 1'-O• OVt :twos ON EACH SIDE.
3. d' COVE SLUNG GCNTER SPAN 16 5'-G' WIN 1' -3' OVERHANGS ON EACH SIDE.
4. 10' WUE OULD 1G CENTER WAN 16 G'-G' VTTH 1'-9' OVERHANGS ON EACH SLOPE.
1' -4'
2' x 4' SVC FLAIL
NOTE 54 .
1. 4' WVE mum CENTER SPAN I6 3'-G' WITH 6 OVERHANGS ON EACH SIDE.
Z.. G' WPC bULDNG CLUTTER 54114 16 4'-43' WPM 1'-O' OVERHANGS ON EACH SIDE.
3. 6' COVE eIL.Dt4G CENTER SPAN 1S 3'-4• WITH 1' -3' OVERHANGS ON EACH uor.
4: 1tr woe bULJYNG CENTER SPAN IS G'-G' WITH 1•-9' OVE1SiANG6 ON EACH W!.
2' x G' SDE RAL
NOTE Ed
1. 4' WPC QULD1NG CENTER SPAN IS 3'-G' WITH G' oVtRt1ANGS O 4 EACH 61X.
2. G' WICC 31.ALDIHG CENTER SPAN IS 4'-0• WPM 1' OVtR11ATIG6 ON EACH WI.
3. d' ME SLUM G brat SPAN IS 3'-G' WIfih 1' - 3 . OVERHANGS ON EACH SOE.
4. 10' WPC SLUNG MITER SPAN IS G'-G' W1111 1' OYEHHANG6 ON EACH SDf.
5. 12' 1 eLtt 4G CENTER SPAN 5 r-o' watt 2'-G• OW:PHA 4GS Ot4 r.AC$ W.
G. FOR 14' WPC OULDING5. UGC rout SOWS HIM A MAxHU i MITER SPAN or r-o•
AND A MAXF1Lt1 OVERHANG OP 2'-0 ON EACH SIDE.
1: 1 f PL.A l$E)
N.T.S.
11r.•.r 1111•111•1011111MMONINIIII 1111/SMaillpLIF f...
t44
01
2' -0'
OPTh41. ELtCTIT TOE I.U1
rELD c - otI'C Y Tory vtio
Prat 5Qt GE,TO Lf
r`
r\ r� : ('r 1 (l, I L- . 1--t
\re, (�
Pi...00 1= RENDENTRAL LAWN 5TORAGE BULDNG
SCALE' 1/4' = 1' -0•
20 OUACE GALV.
RAFTER TIE NMI (3)
104 COMMON NAILS
EACH END OF STRAP
FOR CONNF
To
HURRICANE CLIPS
NTS
9
• •
NOTE: USED ON EVERY WALL STUD
TO CONNECT WALL TO ROOF
AND WALL TO FLOOR AT D40
WADS
pn..com movis arm
N.T.S.
• 20 OUAGE GALVANIZED
STEEL :N111 (4) - 6•
COMAIC44 NAILS CN JOISTS
ANO MAIN BEAD/
•USE FOR AU. FLOOR JOIST/
SKID CONNECTIONS
•RIGHT AND LEFT CUP
CT1NG FLOOR JOISTS
MAIN BEAM
CCN1IJO)S OVER 2 SPANS rx
A,� tl JN PANE
FOR ROOrNG AND WING
Kt S
4' TO 50'-0'
RAFTER TTE MTH (5)
2' x 4' YE/41.
WALL STUD
12•
5a YAJCOUS CN4D
WALL SECTIONS
*TN DOORS AND
GARAGE DOORS fTR
VERTICAL WALL
5TL0 LOCATION
r l
20 CJIJAGE GALV. 31EQJ
NOTE: USED ON EVERY WALL STJO
1041 CrNMON NAILS TO CONNECT WALL TO FLI)OR
EACH END OF STRAP TYPICAL. EACH SIDE WALL
Di /2
PtAN NUMBER
APPROVED BY
95'
1. THE SC PLANS ARE N 000PUI 4CE *TTTH THE 194 fa11044 Of THE STAIVAMD
DULL. itG COOL St C11014 '205 PCR WHO Morn' Of 110 MAK
2. MAXMLN STORAGE LIVE LOADS• FLOOR - 50 P.51'.
ROOF - 20 P.51.
3. ALL LUt ER TO DE 50UTNERN iv NO. 2 SURFACE)? AT 1'i/. MA'At1.C4 MX.
rtocAt tctuR5 SHALL tC PRt45URE 1RtATo.
4. M.Yw000 rLOGR TO bC 5/6' OR 3/4' THICK SOIJh1 i4 r![. EXPOWItE 1. OA
RATED 3TLRD- 1 -•lOO* PANELS. PLYWOOD 15 COMEOTED WITH 6d NALS AT G' O.C.
AT EDGES AND 12' O.C. 14 THE rriD.
5. ALL SONG ANO ROOFING PANELS TO DL 3003-41; ALLMIM ALLOY 0.01,f
THICKNESS AND SMALL DC CONNECTED TO THE SfILD MM-4G WITH A Patti
15 x 3/4' GALVANIZED !GREW WPM A N1'I. ry + 33 Kell SPAC.CiQ SCREWS AS
roucw5.
G. ROOF AND ROOF/WALL C00(011006 WALL WE ON EAC1 WE 20 WAGE GALVANIZED
STEEL TRUSS PLATES DY WEN NC. MODEL NO. i'4t31,5 1-20. C.41 SWLAR AFFROVED ECILUAL
1. FLOOR AND ROOF TES AND HI.RRICAN[ 6114 MK FW4.'ACTLRfD OY SOUTHEASTERN
METALS WO'ACTLA34G GO. INC.• MODEL 110:4 RTP20611! R1P20d12Y AND HOPP, i
MANU2ACTURNC. t4G.' ItX!1. 140.15 RT1020 AND HC1R 1.
3. HUMANE CEPS CAN DC USED N PLACE Of ROOF TtS Ai CNDWALJ. ROOF CONNEC
9. GARAGE DOOR OPV* G GRES ARE 5)(0'.4'xG'.7'4'.6•4'A5(l'. AND •T'xf.
GARAGE DOORS SHALL DC LOCATED N ENOWALLS.
10. SWNGNG ENTRY DOOR OPV44G6 VARY N Sat mitt J'xG' to SIG'. DOORS SMALL
OE LOCATED H SIDE AND ENEAMALLS,
11. 1'x4' DRACNG SMALL DE A MAXIIL14 Of G4' ADOYL f1.04..4 ON WALLS AND A
MAx U1 Of G9' O.G. THMAFTUt.
12. *WOWS. DOORS AND LOCKS TO COMPLY V4111 Ci TCR 34 Of itiL StJUTH rLOi VA
0IJ COOL.
13. ELECTRICAL IS OPTIONAL. CLEG11tlCAL FI TLRES MAY VARY PER PLAN AV PLR CLENT3
ALL n.COTRJCALJ Witt4G 10 OC 4112 WtM GROl.RO N Et1f COMMIT OR 612 MTH GROW Actex.
ALL FIXTURES T'O DE UL. IJSTLD MD APPROVED. MAX. WATTAGE PER ELECTRIC& RLN NOT TO
EXG.CLD 1920 WATTS C20 AH' CtGUJT). ALL ELECTRICAL NOM TO uC t4 ACCORDANCE *ITN THE
194 NE.C.
Can NO.. ;a40.
' S ITE INSTALLED? I: M,
I� 1. rCt1NDATION AND CONNECTION Of UHT
1 TO 5ITE
2. ELECTRICAL CONNECTIONS FROM SITE POWER
ti SOURCE TO UNT. Clf ELECTRICAL IS PROVIDED
IN I.T)
GENERAL NOTE 5
HMG. G• O.G.AT ALL SUf?ORT HEt 3CR3. ittERSOR Ati) Eta.
12• o.o. AT 60T1OM EDGE.
1100f. 9' O.C. AT N.L 6LITIORT tif2tERS. NtfP3cR APO CND.
WE LAP PASTE/14G 140T REWIRED EXCCTT AT 51...fFORT
MENDERS AND 6O1T011 MOE.
TED'S 54E , INC.
10311 BONITA BEACH ROAD
E30 6PRINGS, FLOR1MA :53313•
PNCNNEi 4040- 111- 0866
111911111 PI..ANB
STANDARD TYPE MID MGR
AND ?RA1iB MAILS
PROJ. NO.
SCALE: AS %TOWN DRAWING NO.
REVIS10 4S DATE ORAL N4 B' 1ST SHEET 1 OF 2
LISTING AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CONST. DpE VI
OCCUPANCY LAWN STORAGE
ALLOWABLE #
OF FLOORS 1
WIND VELOCrrr 110 M.P.H.
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO, 273 --
ALLOWABLE
FLOOR LOAD 30 P.S.r.
APPROVAL DATE
MANUFACTURER Il Stier)
1
CAEF
GOLLAt It 6011:114.41
rOR All LINTS
6LDO. WDTN
1T' (K.)
4'
0
G'
o
e'
G• Pt
to
10' MK
12'
t6• ttt
•
15' sit
;y • TRUSS PLATE
ON BOTH SIDES CTYr)
� - r
4
1'x9' 20 WAGE
TES (TM) CR
orr. NMdticAtc
A
h
NOTE.
If A 3' DOOR 15 U5ED!. THAN DOOR 2 x 4'6
ARE TOWARD CENTER OF BLDG. AS DOOR WIDENS.
THE DOOR 2x4'8 MOVE TO PfRttTE'R Of DLDG.
511.112 SPACING NOT TO EXCISED 24' O.C.
. 2... 1 w.1Ttt Q .QE.
3'5• TRUSS KATE
ON 50T1 WES (1YP)
TY
r
2(4 1'k4•
Gc*.LA* eiuko,.
TE
(riv4e
2xc4' vtxr.
`WALT. SILO
1'12' 20 GUC
�- - GALY. MOOR n
Tyr. At SLXWA IS
NTS
$rCTION A
4 '
NTS
1•x4'
DRAGE)
2'x4' P.T.
SO ttJ�TL
T,r. IL
rOR 10' AJbID A2' DQ
12' 12..�wALL NItt 1 /JuP
NTS
NOTE.
511 .ID SPACING NOT TO EXCEED 24' 0.C.
3'x5• MUSD ,LATE
ON Dom SCE S Mt?)
3)(5* TRUSS PLATE
ON 601H SVCS Cif?)
If A 3' DOOR 15 USED. 'MAN DOOR 2 x 4'5
ARE TOWARD CENTER Of BLDG. Ma DOOR WIDENS.
ME DOOR 2x4'5 MOVE TO P[RAMETER Of DWG.
STUD SPACNG NOT TO EXCEED 24' O.C.
o� ' E WALL wiTrt 2QQg
NiS
NOTE'
U A 3' DOOR 15 USED, THAN DOOR 2 x 4'6
ARE TOWARD CENTER Of DOG. A6 DOOR WIDENS.
111E DOOR 2x4'9 MOVE TO PERIMETER Of DLDG.
511D SPACNG NOT 10 EXCEED 24 O.C.
• wALL1 • pQQR
NTS
NOTE,
STUD 5PACtiG NOT TO EXCEED 24 O.C.
ENCJ WAE.4(1TFt 3' DOOR
J•x5' TRUSS PLATE
ON 110TM £,1X0 CV?)
3'x5• TRESS PLATE
ON BOTH SIDES CT1?)
3'W TRUSS PLATT
ON 60tH WES Crn)
10' i v LL wlTt yapow
e•-0'
NTS
NTS
1'4'
NTS
MINI IMO
• Q.' 12.50''
L/l. . AIL
11 1
NOM
STUD SPACING NOT TO i:XCEED 24'
): r. WALL 1NIT�ii 1 1_y�7 ®w
rwi 20 WALE
TE3 Crn) Cot
Orr. HUMANE
w'S
1'x9' :tO MACE
5 crrP) OR
OPT. ilURtlGANt
1'4' CRAG!
TIT'1CAL
NOM
STUD Sd'ACNG NOT TO EXCEED 24' O.C.
_tr
0.c.
'S 6 E , INC.
1:3041 to BEACH ROAD
6PRNCa6, FLORIDA 33
.
1-0460-111-0566
MASTER PLANS
STANDARD TYPE 33ED
END WAIL, $ CTIONB
PRO J. NO,
DATE
3 -13-96
SCALD AS SHOW
BY DATE DRAW BYi
TED
10311
BONItA
DRAWING NO.
SHIM 2OF2
US11NG AGENCY ^'
AP
PRO
PRf1NS CCW L k111N 114E
F% JDA MAHUFAC1URED BUILDING
ACT OF t9 CaNSTRUCl' O 4 cam t 'E to fl € rct;LQMANG
4CNST,t7PE 'A
QMPANCY 3
ALLOWABLE / ;
Cf tlQg
YWNO Q9ri tul
FIRE RA3 f6 aF
M ____-__O
27s*O18
125 psr
e .s : 12-aa
.st
366 ibs
10.00 ft.
G55 ba
120 MPH
MO
LOAD
UPLIFT LOADING FOR
FLOOR 70 WALL STUD
TO ROOF TRUSS/RAFTER
FOR O.C. SPACNG
Y
O.
;i:
24'
1G'
G.00 ft.
411 ibs
274 Ibs
VALUE5
DO NOT
INCLUDE
A6'
OVE;2MANG
5.00 ft.
548 Ibs
366 ibs
10.00 ft.
G55 ba
457 tbi
12.00 ft.
5Z2 bs
548 bs
14.00 ft.
459 bs
64O bs
120 men
WINO
LOAD
UPLIFT LOADING FOR
FLOOR TO WALL STUDS
TO ROOF TRUSS/RAFTER
FOR O.C. SPACTIG
O. -
wparn
24•
16`
6.00 ft.
480 bs
320 Ibs
VALUES
tNGLUt)E
A 6'
OVEThANG
5.00 ft.
617 Ibs
411 Ibs
10.00 ft.
• 754 bs
503 Ibs
12.00 ft.
891 Ib s
594 lbs
14.00 ft.
1028 bs
685 ibs
N
M
N
\
N
yDE
t`
N
8' -O' WIDE .
N
4
11'-8 yip
N
\
v -4
4
4
'4)
d'
N
N
N
3 -o
•
20 GA. STEEL STRAP
rO HOLD UPUFr
FROM TA81.:E ABOVE
SECTION
SCALE' N.T.S.
NOM rOR 1G•0.G. SPACING WALL
HEIGHT MAY BE 8' -8".
2x4 STUDS
UPUFT STRAP FAST.
FLOOR SYSTEM
120 MPM WINS
#2
W
MAC UI . II G UEtGTh# I AL T Lat . ION FO_LIZO MP 111 VELC� I TY ND C�4 I GIMQ
0?-a 4-97
0
w
0
J
ANCHOR AND BLOCKING
SCHEDULE
SIZE
WIDTH x LENGTH
TOTAL NO. OF
SOIL ANA
TOTAL NO. OF
COW. PADS
20'x20'
8
18
20'x 22'
8
18
20'
8
18
20'
10
20
20' x 28'
10
20
20'x 30'
10
20
20'
12
24
20' x 34'
12
24
20' x 38'
12
24
20' x 38'
14
28
20' x40'
14
28
20' x 42'
14
28
20' x44'
16
32
20'
18
32
20'
18
32
20' x60'
16
32
20' x 52'
18
30
20'x64'
18
38
20'x68'
18
36
20' x 68'
20
40
20' x60'
20
40
24' x20'
8
18
24'
8
18
24' x 24'
8
16
24' x26'
10
20
24' x 28'
10
20
24'
10
24
24' a 32'
Y2
24
24' X 34'
12
24
24'x
12
24
24'x38'
14
28
24'x40'
14
28
24' x 42'
14
28
24'x 44'
18
32
24' x40'
18
32
24'
16
32
24'x50'
18
32
24' x 62'
18
30
24'x64'
18
38
24' x68'
18
38
24'x68'
20
40
24' x60'
20
40
ANCHOR AND BLOCKING
SCHEDULE
SIZE
*DM x LB16TH
TOTAL NO. OF
SOIL ANCHORS
TOTAL NO. OF
DOW. PADS
0' x 4'
4
4
6' x 6'
4
4
0' x 8'
4
4
8' x 10'
4
4
0' x 12'
6
6
0' x 14'
6
6
6' x 18'
6
6
8' x 4'
4
4
8' x 8'
4
4
8' x 8'
4
4
8' x 10'
4
4
8' x 12'
6
0
8' x 14'
6
6
8' x 16'
8
6
8' x 18'
8
0
8' x 20'
8
8
8'x 22'
8
8
8' x 24'
8
8
8'
10
10
8' x 28'
10
10
8'x 30'
10
10
10' x 4'
4
4
10' x 8'
4
4
10' x 8'
4
4
10'x10'
4
6
10' x 12'
0
8
10' x 14'
0
6
10' x 18'
6
e
10' x 18'
6
0
10' x20'
8
8
10'x 22'
8
8
10' x 24'
8
8
10' x26'
10
10
10'x28'
10
10
10'x30'
10
10
10' x 32'
12
12
10' x 34'
12
12
10'x30'
12
12
10'x 38'
14
14
10'x40'
14
14
12' x 4'
4
4
12' x 6'
4
4
12' x 8'
4
4
12' x 10'
4
4
12' x 12'
6
6
12' x 14'
8
6
12' x 18'
8
6
12' x 18'
0
6
12'x20'
8
8
12'x 22'
8
8
12' x 24'
8
8
12' x20'
10
10
12'x 28'
10
10
12'x 30'
10
10
12' x 92'
12
12
12'
12
12
12' x 38'
12
12
12' x38'
14
14
12'x40'
14
14
12' x 42'
14
14
12'x44'
16
16
12'x48'
16
16
12'x48'
16
18
12'x60'
18
16
14'x 20'
8
18
14' x 22'
8
18
14' x 24'
8
16
14' x 26'
10
20
14' x 28'
10
20
14'x30'
10
20
14' x 32'
12
24
14'x34'
12
24
14'x 36'
12
24
14' x 38'
14
28
14' x40'
14
28
14' x 42'
14
28
14'x44'
16
32
14'x46'
16
32
14'x 48'
18
32
14'x60'
10
32
REF: C: \TEDSHED \SHED5
L
ANCHOR AND BLOCKING PLAN
16`x16 "x 4"
CONCRETE PAD
OR (2) 8 "x16"
CONCRETE PADS
(TYPICAL)
NOTES: 1. ANCHORS AND BLOCKS FOR THE BUILDING CORNERS MUST BE WITHIN
2' FROM THE BUILDING CORNERS.
2. ANCHORS AND BLOCKS CAN BE A MAXIMUM DISTANCE OF 8' APART.
(SEE TABLE BELOW)
NTS
I~
GRADE
1/8 "x7/8 "x4"
ALUM. STRAP
iN /iN
3" MIN.
d
2 "x4" WALL STUD
1 "x9" 20 GAUGE
GALVANIZED STEEL
STRAP
2 "x4" P.T. SOLE PLATE
2 "x6" P.T. BASE PLATE
EXISTING CONCRETE SLAB
P.T. SIDE
RAIL CONT.
TYPICAL SECTION FOR BUILDING
INSTALLATION ON AN EXISTING
CONCRETE SLAB
3/8 "x2 1/2" BOLT, W /WASHER
3/4" P.T..
PLYWOOD
IUig V II isle /I/UIIcomm1 suessiIIIII/IIIIIIIi1111111m1►
III.
In ri►
Ai
a • d
4
CAULK
/i� m
20 GUAGE X 1 1/4"
GALV. STEEL STRAP
(ALTERNATE STRAP)
(OR)
1/8" WIRE AIR -
CRAFT CABLE.
"HUGHES" #ANSH, CONC. ANCHOR HEAD,
W/5/8" X 3" RAWL LOK /BOLT
(SEE SCHEDULE)
ALTERNATE
ANCHORING DETAIL
FOR CONCRETE PAD
8 "
2" X 4" STUDS
7 P.T. SOLE PLATE CONT.
NTS
NTS
NTS
3" MIN
4 -3/4'
1 /2 "0 ANCHOR BOLT
ON 4' CENTERS (MAX)
NOTE:
CONCRETE °ROVIDED BY OTHERS.
4
2" X 4"
2" X 4" PLATE
2" X 6" PLATE (P,T.)
- #5 CONT.
(2) 2 x 6 P.T OR
(2) 2 x 4 P.T. OR
(1) 4 X 4 P.T. SKID.
EXISTING
CONCRETE PAD
4" CONC. SLA3 (3,000 P.S.I.) -
W /6X6 10/10 W.W.M.
A
P.T. FLOOR
JOIST BEYOND
TYPICAL SECTION FOR BUILDING
INSTALLATION ON A CONCRETE SLAB
1/2" "J" BOLT EMBEDDED
6" IN CONC, AT 4' -0" O.C.,
W /2" WASHER.
OR
1/2" DYNABOLT EMBEDDED
6" IN CONC. AT 4' -0" O.C.,
W /2" WASHER.
GRADE
1 /2 "0 x 30" LG. STEEL ROD
HELIX:
9 GA. /x 4 "0
WITH 2" PITCH
As Manufactured By Ted's Sheds, Inc.
Bonita Springs, Florida 33923
1- 800- 771 -0866
2x4STUDS
P.T. SOLE
PLATE CONT.
P.T. SIDE
RAIL CONT.
1" MAX, -`1
1` 6 0'
SINGLE HELIX GROUND ANCHORS
NTS
SINGLE HELIX OR
CORAL ROCK ANCHOR
(SEE DETAIL)
3/4" P.T.
PLYWOOD
is / /i </ /
20 GUAGE x 1 1/4"
GALV. STEEL STRAP
OR 1/8" WIRE AIR-
CRAFT CABLE
(2) 2 x 6 P.T. OR
(2) 2 x 4 OR
(1) 4 x 4 SKID
4 "x16 "x16" CONC.
2,300 PSI, PAD
(SEE SCHEDULE)
ANCHOR /BUILDING CONNECTION/
NTS
NO.
APPROVED BY:
0
Rb1. Com BATE. FIE2 Wi' N C-")EALt_
REV, CODE DATE PER GLENN CAUDILL
REVISED
REVISED
REVISED
REVISED
REVISED
1 /2 "0 x 30" LG. STEEL ROD
NOTES: 1, THESE PLANS ARE IN COMPLIANCE WITH THE
BROWARD COUNTY EDITION & DADE COUNTY
2. THESE PLANS ARE IN COMPLIANCE WITH THE
CODE, SECTION 1606 FOR WIND VELOCITY OF
RE :I� `:; BY
ARD J. FERRARA, P.E.
EG, FLA. ENGINEER NO. 11985
P.T. FLOOR
JOIST BEYOND
CORAL ROCK ANCHORS
R. t • Zt 018
R.E. 12 -10 -97
R.E. 4 -2 -97
R.E. 3 -19 -97
R.E. 2 -19 -97
R.E. 1 -23 -97
R.E. 8 -7 -96
DATE
NTS
SOUTH FLORIDA BUILDING CODE 1996
EDITION. WIND LOADS PER ASCE 7 -88.
193"1 EDITION OF THE STANDARD BUILDING
110 M.P.H.
FERRARA ENGINEERING, INC.
200 W. WISCONSIN AVE. - DeLAND, FLORIDA 32720
P.O. BOX 2978 904/734 -8792
MASTER PLANS
TYPICAL BLOCKING
AND ANCHORING DETAILS
DATE: 1 -27 -94
SCALE: AS SHOWN
DRAWN BY: TSI
PROD. N0.
DRAWING N0.
SHEET 3 OF 3
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Order No. /ed 73
i B. # .moof - .3
Gad; —�..
A,lbcr+. J. cu3saint
Registered La,r::i Surveyor W9C7
} htate- c( ilorida.
4 ,7 ;. . . -
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i1o,11
SKETCH Cr` 6UhVEY
/-1/,40 .t4' 3
Lot // 1 Block 3, i2EY LAT CF TliACT A'BAY FARK ESTATES, according to the Flat
thereof, as recor&d in FIE.t Hook 56, at 1age of the Public Records of
Dade- County, Florida.
io - i3 - .55
Scales shcwn
1 HEREBY CERTIFY: That the attached "SKETCH O SURVEY" of the above described
property is true and correct to the bE st of my ;knowledge and belief as recant
ly, surveyed and platted under any direction.
HA1?Tt'f c, 3C1faaTi3XE & AbSCCIAriS, INC.
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