HomeMy WebLinkAboutdrawing- 165D/170C
TABLE 2B - 140C
ANCHOR SPACING
30" AUGER ANCHOR SPACING
H
MAXIMUM ANCHOR
SHED WIDTH
MAKIMUM ANCHOR
$PACING
li$PACING
TI TEE --DAMN SIbS UNTED tNRU
IMSI WRH I/2' A. 5
F BOti ulxmw, wrtI WASHEM
rv3(a0W UFJ CONCRETE
ANCNYR Wrtx MAINER
'
fiE-DOWN SIRn
(SEE NOTES)
SOLIDS TO TYPE
AANCHORNUM 1 3' GRADE 5
BOLT BH waWEFS
I/2-.3- (A. IF, c.SNCR
WEDGE ANCHOR WEN U-BONNEL
(nPE 1)
(I) aaa 5YP /2 O6 6 ... OR LESS
^R) hb OR (1) . VT ISYP /3 $1:1p5
LL ELSFICµ BE SEi OX GROUND).
•'•
it
TYPE 1 TYPE 2A
]Dµ-INtBE 30' nYGfR
C'WRE°GE
FDR R«%/LDRAL PUT SOIVC-'
pp
OB- TYPE 3 ttPE ze
Dµ CONCRETE b.
CxCR GER
ITxiXPnxvoN ANLNOR
I FOR GDR/cur
0"
t0'-o"
Mae
UP TO 16 -0"
t0' 0"
-0"
B'-0"
16'-1" TO 24'-0
8'-0"NL3
-0' 6'-0-
-
TABLE 2C 120C
30".AUGER ANCHOR SPACING
TABLE 1 A - 1-2 0 C
ANCHORING TO CONCRETE
DASHING a' CONCH EIE
SHED WIDTH
M AXIMUM CHOR
AN
$PACING
BA.R. a' CORCFETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
6'-0"
UP TO 24'-0"
10'-0"
20'-0"
7*_0
TYPICAL ANCHOR TYPES
'
16._D"
7.�.
14'-0"
8•-0"
I /21T I. ROD U3 CONCRETE 2.4 SOLE PULE (NATURALLY
UUPA. ROD. OR 1)
WEDGE µCROP WDN 2' WAL1E4
____________
'
TiE-DOWN STRAP DGLTfD TNRV
FLOOR JTAG WRH 1/2' GWDE 5
BOLL MINIMUM WRH WASNEM
(NIR @BOLT OR UC B0.n
TIE -OWN SIRW NCLTU 10 ME
3 ANGOR wRX 1/2 GRADE 5
(1) 4 1 SYP /2 ➢X e' mME OR 1£SS.
(AL2L) i.6 OR (1) K.. PT. SNP /2 5%IDS
BEAT. BE SET ON GROUND)
TWON IN S1MP SE_LURED
WON IN 1ppn1.5 NVIS
(I) 2.9 SYP Y2 .6 e' , SE °R LE55,
IAi PLOT .13 OR (IT
Or ON GROUND)SIR 12 .
12 -D
J-6
1 D -()
ID•'-6
H -0"
PmM �____--- n�__ e______
DOti NININUu wDN WASHERS
EXISTING 9' CgCRETE
1/2.]" I. LB.) CONCRETE
W.1 ANCNOR WRx µRANME, 3 a
•
5/B' a ]° GRIN aXL1gR:
DR. SINUEIE dt ROCMR K% OPX
TABLE 18 - 140C
BASTING.- CURBBBF
GPTIONEN SUPPORT PAD (P S ACED
CONCRETE OLCCX OR PAD) SPACED
AT e'-0'.Lw,
ANCHORING TO CONCRETE
SHED WIDTH
MAXIMUM ANCHOR
SPACING
24'-0"
4'-0"
20'-O'•
5-o"
DE-WWX STRAP BOLTED Txau
a4W�LE PLATE (MARVA
WITH CONCRETE
PAR µCHAR WRX 2' WwSxEF Ou wWD OR P.iJ
I
+__C{ 4"
B) <.0 SIP /2 DX 0' NICE OR LESS
(2] L6 pR (1) 4.6 P.T. SNIP i2 A".
all EISE(Cµ BE I. ON ..NO).
TIE -AWN ED S OR ]/OLD
WVAXIEEO STEEL UBLE
BMR Jq5) ZBN 1/2' CPwOE 5
SOLI ulxiNVM WRN ww511ER5
R. B AOIT OR III BpLI)
(1) 411 STP /2 ON 0' WIDE OR LF55.
(2) 2.6 OR 0) 416 AT SHIP /2 SKIM
ALL ELSE(CNI BE SRI ON GROUND).
14 -0
6-0
12r_0"
•
(SEE NOTES)
,/O� . UR1H AN[N]R
10
I�
CONCN.E FOUNMTION UG
1 O NxA RBX ORLED
ORE AMC. ) CWM E
MORE ALMR N1B1 2' WASHER
•
HDA'ILL
w BAF IwLE: a OFR E
OP COI ONC E
FOR ROCK/C.L.
i^6
L RVRIIXG 4' CONCRETE
EXISTING 4- CONCRETE OR CERNIAL
SUPPORT PAD (P.l. WOOD. CMIBM
6 -D'
IT-O"
TABLE 1 C-1
65D
BL)CW OR PAR) SRKEED AT W-0- MAX
175C
ANCHORING
TO CONCRETE
G
2' WIDE 11 FJLE STEEL 'L'
CKET TIE -DOWN E
WOULD TIRO SID JdSE
.NRGFME 5 B0.i
WASHERS
IHIJI B 6lLi OP 2)UG Bttl)
LR) cOxLRErE
ANCRNR WITH Y WA 0
I1) 4.4 SYA Y2 ON 0' WIDE OR LESS
(ALL 2.6 OR 11) 46 Pi. SP /2 Sx105
ELSERAN BE SET ON OBWND).
(1] .4 STP E2 ON B' WIDE OR USES.
iE-WWH SIRUP BMIEO 10 (22.8 OR(1) 4.6 V i. SNP /2 SxipS
GROUXOANCHOR WRH 1/2- LL ELSE(CAH BE I. NN GROUND).
WAS EU0E50LL]NDNIp5 GOLD M PXIT
D
i0 GROUND ANCHOR
ON oP.. SmE
s/e' . 3U. F NIx ANCROR:ASIN
AUGER SIYIE F°R SOIL/CUK
SttLE TOR ROCK/CORN
TIE -DOWN SIRM
ISfE NpT3)
TE-DOWN STPM BOLTED i0
POS XRou inulvuuOHwn'n W SMA B
AUGER SIYIE BAROR SOI�YOFA'E
ONE ME FOR ROCK/COPAL
(1) 4aA SYP /2 ON 8' WIDE OR IESSWRH
ELSf(CPN BE SEf ql GROUND).
(21)2+S OR (1) 4.6 BE AP B2 SKIDSOMAN
"NWUN
"RACxED
"N.Dr0
j24'-O"
qNCHOR
••MELEE
"IN
EMENAN 4- CONGAHM
Ex.NO 4' LDXCRBE OR SUPPORT
BAD]BAD (I.E. Al B' D' WM IT. WOOD. C.NENERE RLOCK pt
NAL• SUP
P.
SURT BAD BE. WOOD.
COUNLRETEA.U. 1.1 SPACEDA D WA
"D
..TIE
TIE -DOWN NOTES
-DOWN DETAILS
"
ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
ALLMEASUREMENTS ARE CENTER -TO -CENTER
TIE -DOWN STRAPS TO BE MINIMUM 1X x 0.035 GALVANIZED STEEL, FEDERAL SPECIFICATIONS 005-781-H, TYPE-1, BNISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND COxNE[TING HARDWARE TO HAVE 4.725 LB. MINIMUM ULTIMATE CAPMOY (3.150 IP : 1.5).
ALL EARTH ANCHORS SHALL HAVE A MINIMUM 6,3BD LB. CAPACITY.
URTH ANCHORS LOCATED AT EACH CORNER, MAXIMUM 16' FROM END (4 MINIMUM PER BUILDING), AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH. WIND SPEED, AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A.B.0 DEPENOING ON SHED WIDTH, WIND SPEED, AND EXPOSURE.
CONCRETE ANCHORS TO HAVE A MINIMUM OF 4- CWER (DEGANCE FROM ANCHOR i0 EDGE OF CONCRETE).
MINIMUM SOIL BEARING CAPACITYW IS 2.0 ESE EFT.)
EARTH ANCHORS AND CONCRETE ANCHORS MAT BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TIRE.
CONCRETE SLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP SHARDS (DIVER TECHNOLGIES, INC. MODEL#071CBI, OTCB2 OR EOUWLENT)
HOLLOW OR SOLID CONCRETE BLOCKS (818-xi67 ARK BE STACKED ON PADS FOR HIGH SETS UP TO 46' WITHOUT REINFORCING.
DC%D LOAD
WR LIVE LMO
1' Wnxc OF MALL , BOOR. EDGE WA
OOUICS PER III
'JRMGXE PROTESTS. OSAC£ NO
RMA E SALTER UWE AS
wE A.
-
REVISIONS )
EV DESCRIPTON
1.
tme TA aeTx.1 AettA IN, exT mr.
ANDOU'
roxo ylelmaCt sWN`
1.11 PUT:
Hrc rx7lmLlm -
IE IEI E i6ll
DE COMPLIANCE
CIE C TY
fcknr`%iti(iffill1
1
\\� E N T 6 ,1,,
J L\CENSe ... LL�i 1.11
D-
: c
z
STATE ma,a N4Y $Dvo
o
w
~
MDUM1ew T. BOldwln P.E.
(n
fl0ritl0 L'ce 6460E
AP-1 OF 1
LEGEND:
P.=FIAT
M.=MEASURED
C = CALCOLAM
D.=DFSCRIPTION
LR& C-TRONROD AND CAP
W.C. = WITNESS CORNER
CM. =CONCRETE MONUMENT
LP.=I RONPTPE
N. & D.=NAII.AND DISK
P.P.=POWEBPOLE
LY.=LIGHT POLE
O.H.W.=OVERNKAD VaRE.S
ASPH-= ASPHALT PAVEMENT
F.P.L = FLORIDA POWER & LIGHT
M.-FOUND
P.C=PORVT OF CURVE
P.T.-POINT OFTAPK ENCY
P.C.C.=POINT OF COMPOUND CURVE
PAC =POINT OF REVERSE CURVE
P.O.B.=P.OMT OFREGINNING
P.O-C: = POINT OF COMMENCEMENT
C/ -CENTKRLINE.
R/ RIGRT OF WAY
MM. = PERMANENT REFERENCE MONUMENT
P-CP. PERMANENT CONTROL POINT
CA. -CENTRAL ANGLE (DELTA ANGLE)
TYP.=TYPICAL
CONC. = CONCRETE
SO=SMACK
R=RADIUS
m
CA m
� m
y O z
0 o
� m
Frl A 00
z Z w
D
� I
o
D o
� o
rn
0
I
W
0
0
C
c, v
THIS DOCUMENT PREPARED IN THE OFFICE OF:
C.A. MITCHELL AND ASSOCIATES, INC.
LAND SURVEYOR'S AND MAPPERS
759 S.W. SOUTH MACEDO BOULEVARD
PORT ST. LUCIE, FLORIDA. 34983
772-878-7547
CA P.C.
2'
CONC.
GUTTER
30.00'
m
30.00'
FD 1/2"
PIPE
SET I.R.& C.
(MITCHELL)
TE E.
/ FP.L TRANSFORMER CLOSURE
N 89'41'30"E 110.90'
N N —6' UTII
ASEMENT
mA m00
00
2`1.90' 31.40, B II 5,82,,' Sg
c
r
5.14'
N
m
N mw
N
m pz
m
Z n
� I F
10' CON�RETE DRIVE —i
28--
S _
— cTs-Q
�o
_�*k
T 1
m
2.10' 12.0
A
m
N
Rn V
O
Z
0
m w
a
Z
m
n
m
0
n
8.07' z
r
y0
METAL SHED
(NO SLAB) , y
�Z
1\�Cn
3
60 28 \ z
S5
25.40' 20.40' E.
—6' UTILITYc) EASEMENT —� 4 CHAIN LINK FENCE
S 89'41'30"W 130.010
FLOOD ZONE " X "
20 0 20 40 60
Scale 1 "
V
� Q
I A
Y
\Z
)O m
C.A.=16'27'26"
"_ ARC=77.55'
RADIUS=270.00'
10
PIPE
20
(Q x(TrE i3 •_ -
m I'n IIp4l
la' � 2 � _ xeruaoE c
Wag am, g a
I7 o e uaSSW
seleo e 4
e
k
9 ede
FD.I.R.& C. CLOSURE NOT VALID WITHOUT THE SIGNATURE >a e
AND THE ORIGINAL RAISED SEAL OF
�L WATER (L.664S3) - THE FLORIDA LICENSED SURVEYOR
G METERS DESCRIPTION: (SUPPLIED BY CLIENT) AND MAPPER (F.ac. s.I-n�
LOT 4, BLOCK 74 OF "RIVER PARK UNIT NINE, PART "C", C.A. MITCHELL AND ASSOCIATES, INC.
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN STATE C IFICATE OF AUTHORIZATION NO. LB4276
PLAT BOOK 15, PAGES 28, 28A AND 28B OF THE E TABLISHED " rs
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNT�INFL & ACK REQ.
FRONT NE 26, 2019
SIDES CLIN N A. MITCH LL, R.L.S.
OR REPORTORDELEERTHTOTHE KlY l- CNR SIDE Z
OR REPORTS BY OTHER THAN THE SIGNING
PARTY IS PROHIBITED WITHOUT THE WRITTEN
CONSENT OF THE SIGNING PARTY.
(F.A-C. 5J-17). _
DRAWN BY: C.A.M. APPROVED BY: M.E.
DATE: JUNE 27, 2019 PROD. NO. 4884
DWG. N0.: 4884 DwG. File name: C:\EPSA\4884
REAR REGISTERED LAND SURVEYOR AND MAPPER
ZNG, FLORIDA REGISTRATION NO. LS3541
TECH. (SINCE 1982) 01_ ()0�
PROJECT SHT. NAMEFlh`po SHT. NO.
LOT 4, BLOCK 74 OF RIVER PARK BOUNDARY SURVEY
UNIT 9, PART C — 161 N.E. 4884
BRACKEN ROAD, PORT ST. LUCIE, FLA. WITH IMPROVEMENT
LOCATIONS