HomeMy WebLinkAboutSUBMITTED PAPPERSDo you have a Car - R.V. - Boat Farm products,
animals or equipment - Pool - Patio - Marina - Flea
Market or anything that needs protection from the
elements? Steel Structures are the perfect solution.
• Standard sizes are economical and convett�PANNED
Custom order sizes can be built for special applied s
The length, height and widths are adjustable13Y
One, two or four car stalls are standa0t suave
• Ceramic Pigmented
Silicone Polyester
Baked Enamel
• Double size is 20 x 21 feet. Can shelter two
cars, boat, tractors. There are many uses for
this modern item.
• Trimmed on all sides, resulting in a neat,
beautiful appearance.
• Epoxy Primer
• Bondedzing Treatment
0 Single Size - 12x21 feet. Ample space to
open car door with car parked under roof.
. Zinc/Aluminum Coating
•Outstanding Protection for farm products,
flea for farm
markets. Restful shade inimals.
Covers motor home, RV's, various'pieces of
equipment, boats. Unlimited useslll
--------
• Can be installed or moved in one day for
quick quality storage.
Galvanized steel panels and tubing make this
structure ideal for commercial and industrial uses. -
2Q`Z�
Protect your valuables from rust and weather.
• Frames are Galvanized Structural Tubular Steel.
• Roof material applied with self -drilling screws to
insure that there will be no leaks.
• When you need to protect your investment in expensive
equipment, this efficient and good looking! '! ?
solution will last for years.'THE PRICE IS RIGHT TOO!
AIX
Y aq d�:r
. . I,
.,,w NBC A callow cGRP.'
2 1/2' DIA.12 CUACE. STEEL COLUMN.
(MAY SPACING At 60' CC)
YIELD-SD.O% P.SI.
1FN4lL•l1.GW P.SJ.
SPICA, STEEL SIGNS OR EQUAL.
Y II 2' } 3/1V STEEL A SAX
-U.S. ANCHOR' 1YR236
MS)T'0,SEEwSIIOR
C (1"N. 1...
PULLOUT 51PMOM-).650 P.S.I.
SHEAR STRENCM.12.200 P.SA
.GE uESI
AN. CWC. SLAB (]0001 P.SL)
'1
'YLED MSE A WMBT Cp0
3 t/3' MR,12 OJAQ STEEL M
(MAC SPAWO Al IV co
lIDl]-50,N0 P.S.I.
RNSILL•SS,C00 P.S.I.
-EPI N4 STEEL WAS M EMI
Y S 1' 13/I5' SM A elm
� 1/2' BOLT AND WAGNER -.
l 4'E a P.T. NNE
- DE-00MN ANQIORS
'ANCHOR -SLR' 1]6dC]1
YM. 30' LNG At 6P O.C.
(HMOgC POPRR N NORMAL
SOIL 2.100 IDS CAd.)
VARIATIONS OF SECTION A -A
0' . 1'- 0'
7
I
S 2' 1 3/16' Still.4 BASE I JL o
"ALUFD TUBE Y COROUIT CORP.'IT
M1P. 2 1/2' DI1.12 WAGE. SMEL COLUMN (MAX SPAMNO AT 00'
TMD-50.000 P.SI.
IMS1£.55.000 P.SI.
'MUM MOE A COMMIT CORP.'
TN. 2 I/C MR.. II GUAM SM S100. NE M 10 BASE.
(MAN. SPAMRC At GC LC)
WELD-50.B00 P.5.1.
1M4LE•55.000 P.S.I.
INDICATES ANCHOR OR
KEDGE ANCHOR
PLACEMENT.
R ]' } 3/16' SELL 4 BASE
COLUMN k STUD PLAN for CARPORT -GARAGE
1/E' - V- 0-
]' } 1' A 3/16' STEEL A BASE
N A
6' 16' REINFORMN6
MRC ME9
A' MIN. CONC. SUB (300 P.SI.)
GENERAL NOTES
1. ALL GONG. WORK SHALL BE 3.000 P.S.I. AT 26 DAYS
2. MINRJM SOIL BEARING SHALL BE 2.500 P.S.E.
D. THE SOUTH FLORIDA BUILDING CODE CHAPTER 23.
SEPTA. 1992 EDITION, AND SUPERSEDES CHAPTER 12. �
1991 SBCCI EDITION. 31d PRINTING.
I
I'
DESIGN LOADINGS:
ROOF - P.S.E. GI IS' to 15• HEIGHT.
vAND LOAD
- FORCES FROM 120 M.P.N. '
THESE PLANS ARE ARE IN COMPLIANCE NTH
SEC, 1205 OF S.B.C. FOR THE 110 M.P.H.
WIND ZONE.
"SORPTION:
BMt PIPE FRAMES AT IV 0.0. COYERM BY 18 01 CDRMIGATED SICEL.
1
(CHUCKS )0 BE CONTMIWS am wa OR YORE SUPPORTS)
)
'
COIUYN SCRCME 1/E'-16 } I' i0 M[El SBW BLD4
IU19Lt SIRMOM•],650 lBi CORfAPEOtUELIREM�
M�. ,
SHEAR SMMCIN•1!>5 1BS 16 GA. SRn ROOI M YET) SPAN R9. BLDC
ItJ� �
SIP SCRFNS 1/P-N })/5' CCOE RfWRMMti
5� J
I' ,•
_AWFDANeE lCdeNl CaO?P.e fia
`RAFTER SECURED 30 COLUMN MN MM
NFASOV 3/6' I ]' 801 BOTH MES (TYP.)
SING OPTONAL. PflMF Law-SI.WO P.SJ.
'1 S`.CIR[D SwE AS Mot MILE S1flM9M•130.000 P.SL
� n
nOCF• C0.WN SECURED 10 BASE MM
9
3 COLUYN SESEYS 1/A"-IA 11'
id$[ smd9p-lnso UM
SHILM eiNdOTH•15)5 US,
1
I 25'-V (MAX) MOM
r
_I
TYPICAL SECTION 1/4' - 1'- o'
Kole SEE SECTOR A -A FCRi AAWORNC D[rAns.
"I
FERRARA ENGINEERING, INC.
Soo R. MSCONSN ALE - 04AN0. FLORIDA 32M
P.O. 601 297B 904/331-0291
ASTER PIAN
L Ri• 1'1-I'
Typical Gar ge k Carport Detait
A6 MGnME6Cluled By J.A. BREWER Br GA.
48r..
for Open Ends
CFes66nI CBI, Florida
,�. 1F e J
DAM 2-6-91 PR"cM NO. M61RR1
1
SCAI[AS0YN M1AWN0xa��
P.E •
N0. 11905
.—A BW RlE .SNEE I DE 1
V,6AA�111
r
LEGEND
DB r x r CIPMEIE MONUMENT (F
0 IIMM ROD 1 CAP PSM 2791 SET
- 1 MAIM LINK FENCE i(u)
I.A.
In" ROD
cow
RIM
RINT-CF-RAY
CIS
FL
FM
PCP
D
am
PM
C
CALCULATED
M.
11.1.
DEED BOOK
MAC
LL L
OFFICIAL RECORD Wall
IPAC
PL
PANE
X11.0
L L
RATE ROAD
IL IL
P
PLAT
L L
I.P.
IAOM PIPE (FO)
EIP.
DIP.
TOWNIP
LT.
RIE RAMIE
NEC. SECTION
DESCRIPTION
I
BOUNDARY SURVEY
IMINIANIM aN POINT I I _ 1r26 a
MWA10°I g'"'DT Ij I 0. �ra4mN(u) Nu ' 35' 00' E 125. 00" "pWWRF cPoNj UW I i t—FC LrLILrE
STORY
I= am 1 CAP VD)
IAON PIPE 1 CAP (FD) I I I
YPB �ELEYATION
OI I
i
98911 wwl I I a
EDGE OF PAYEMEIR
SEPTIC TAMII I I I
I I I
40a
I I-- I I a
II
Q I s I 1 STORY Ed
T- C. B. S.
FA I �+ 0 4 RESIDENCE
Cd
I s l cl I g ao. s sa a
_ 41. ►'
en
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SOB' 35' 00' N M. 00'
a I 4eI.P. III) R/M
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I I�
t.PA_RKLAND_ BLVD.
LOTS 10, 11 & 12, BLOCK 2 OF THE PLAT OF
RIVERDALE YATCH CLUB ESTATES - UNIT TWO
RECORDED IN PLAT BOOK 6, PAGE 40 OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
SURVEYORS CERTIFICATION
I hereby Certify that this survey was made under my direction amd meets the
Minimum Technicals Standards as set forth by the Florida Board of Professional
Surveyors and Mappers In Chapter 61G17-6, FI a Adminis- ative Code,pursuant
to Section 472.027, Florida Statute.
Signed thisA&day of ,1996. ---- - ----- - -
G. Albritton ,P,S.M.
FIELD WORK CONDUCTED 05-0-96 S to of Florida Certification No. 2791
J6A JOHN G. ALBR I TTON s ASSOCIATES, INC.
DEVELOPMENT CONSULTANTS o SURVEYORS AND MAPPERS
1404 South 2eth Street, Suite D
Fort Pierce, Florida 34947
(407)464-0091 Fax (407)464-1894
L
L
L
4
L
L
7.
LOT 9
in
I LOT 27
�Fil
LSI.P. (U)
FC arLLrM
s'
f i0 LOT 26
CL
T i i 'woo LOT 25
A? —
BLOCK 2
41.i—
sL C, I.--- 41. r
LOT i2l' T1I LOT 24
L ovLy1 Ilrlilll
,Ft Lr4LrN
LOT 0 i LOT 23
SCANNED
BY
St. Lucie County
ST. LUCIE COLN I Y
BUILDING DIVISION
REVIEWED
FOR COMPLIANC
REVIEWED BY
DATE
of this = w Art valid nIw mled via
I rddbI IM Clst 1N W dd
fswl Id Mlls Mess of Is
y IS �1811 wey ���SI IMr dM �Liin ofat a
FH►ICi1S1 F 11L 116L
PREPARED FOR ROBERT ELDR I D6E
N.O. No.
96-1095
JAPPROV.
BY: JGA
SCALE: 1'
-30'
DRW. BY:
JAL
DRW. No.
453-A
IFO. 84,
PGS. 58-60