118 NE 102 St (4)4
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 3 o/ Job Address J , /0 3 ) Oa Strell ' Folio
( � , u p' �1'� � )I- - . 6/ I uW /a oZ L.°7 b . � Legal Description CC- i L 5 U �/- opca11�I�e/gnated: Yes No
Owner/Lessee /Te nt bE f D(at T F K AJsaN 9 /
Al + � I � Master Permit # ,
Owner's Address 119 A lo and J l>f reei Phone 305 " 9 " 3 •
• i '7 6,0 ,
Contracting Co. A/ Cf) A14 fe) re---" Address
dye
Qualifier SS#
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Pre, 1 b1' Pit.e Approv<_cl sh e d 4 C11,1-
WORK DESCRIPTION
Square Ft. X 10. ' Estimated Cost (value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
. ob � 3- 'f - '/
Signature `Df owner an• . C do President a e
his, l �s DOL#$
Nair' t /Pa
Notary as to • , and/o Condo Pr • t _ � I te
My Commi on Expires: s C` NIM tOi ` ANC CC71 03 r �
L :NAY C.'O'v4Yi xSTCN Y.Y7? MAR. 1,213o2
FEES: PERMIT
APPROVED:
Mechanical
O/
RADON
' /- L /
Zoning/ G Ze Buildin
Signature of , actor or Own
uilder
ii
C.C.F. / NOTARY ,
Notary as to .ntractor or Owner- Builder
My Co ssion Expires:
i(
Electrical
Phone
BOND 30 ( ✓
TOTAL DUE
Date
Date
Plumbing Structural Engineer
PERMIT NO. .
ADDRESS:
MIAMI SHORES VILLAGE
BUILDING 1 ZONING DEPARTMENT"
SECTION
BY
DATE
ZONING
APPUCATLON
DATE
JOB ADDRESS N
APPLICANT D'eae,r k Ko rC► / K.S o�
CRITIQUE SHEET
PHONE it
SHEET . _OF
MISCELLANEOUS
ZOJVINy
COMMENTS INITIALS
3 l� . Local �w i c, - ( C Si .6 1 5 ad /S 61 8- ��-
y fie cc) r77 7 � i ¢- v7 are ' 1
/ � / flk on Ia
d s� /L (/0'fr1f,V adLc
/A ) 4 - w , c i / 3 f s
Scat
l
MECHANICAL
PLUMBING
FIRE
PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
2. This copy of plans must be
building site or no tnspection will b
ELECTRICAL •
1. Subject to compliance with alt Federal, State,
County. Village rules Ind regulations. Wage assumes
no responsibility for accuracy of/or results from
these plans.
available on
a conducted.
STATE OF FLORIDA)
COUNTY OF DADE)
The undersigned Affiant,
attached survey, performed by
performed o
Further, Affiant sayeth naught.
Xobj , b/16 does hereby attest that the
(property owner)
(name of surveyor's company)
is an accurate representation of the existing conditions and
date • survey)
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the
property without first providing a survey less than six (6) months old. The Affiant, as property owner, further
agrees to remove or obtain permits for any structures which now may exist on the property which are not
permitted or which may violate zoning or building code regulations. The Affiant further understands that the
existence of any such structures may affect final inspections as applicable to this or other permits..
SWORN TO AND SUBSCRIBED before me this & 4 day of
Affiant/Property owner
Witness(sign and print) Witness(sign and print)
ke4v-g4A
aa I
Affiant is personally known to me, L--produced A15 J 6500s k)3.0.1) identification.
dentification.
, P RY P U e OFFICIAL, knrs
AN
C; „ Y StA
OOMN1():,IC74 :wVM)t R
OF
4 1
CC
my C� ..1t'I_SION20l:XFMRES
FAO _. ���'." " x,02
'LIP
) SS.
COUNTY OF MIAMI DADE )
STATE OF FLORIDA
ink
(ACKNOWLEDGEMENT - INDIVIDUAL)
by
The foregoing instrument was acknowledged before me.on
FL D1 g 14sc5 ��D as ident
Signature of Acknowledg
STATE OF FLORIDA )
) SS.
COUNTY OF MIAMI DADE )
A �
who is personally known to me or who has produced
(did not) t
tion and who di
Name of Acknowledger:
(Ty0Vre e olASt ef -
ANGELA M B CKER
T COMMISSION NUMBER
Title or Rank: Q CC786697
Serial No.(if any): of Fro NOV. 15,2002
(ACKNOWLEDGEMENT - CORPORATION)
e an oath.
The foregoing instrument was acknowledged before me on by
of
a corporation, on behalf of the corporation. He/She is
is personally known to me or has produced as
identification and did (did not) take an oath.
Signature of Acknowledger:
Name of Acknowledger:
(Typed, Printed, or Stamped)
Title or Rank -
Serial No.(if any):
This property described as:
Lot 4 and the West 1 of Lot 5, Block 2,
GOLD CREST,
according to the plat
thereof, as recorded in
Plat Book 21, Page 56
of the Public Records of
Dade County, Florida.
Note: U de;.gitiund encroachments and
Utilities, if any, not located.
FLOOD ZONE: X
,Certified To: Kingsley Mortgage
Norwalk Title Company, American
Company and Robinson, Deborah E..
tiI
Not valid unless embossed
with Surveyor's Seal..
3" .16
'
C•
11,00
to
1 v q
0 L, N - 9i
-,cam [UAL 1 %
.....:.7...;:-..... 'r. .z . 7. -/...:..,:..i... _
TY OF: Robinson, 7 De broah E. 118 N.W. 102nd
A BOUNDARY SURVEY
I hereby certify that the survey repre-
sented hereon meets the minimum
technical standards set forth by the
Board of L. nd Surveyors pursuant to
Sectio. .027. Fla. Stat es. There are
no e. oachments,ov aps, easements
a• d aring on the, t, other than as
wn hereto.
� .
Fla. Reg. la • Surveyor No i2
Atie 1 i(././eS $/ir'e.S
hY J
Y
DATE
fv
X 2. 40
v (C)
ti
t!1
t �
Company,
Title Insurance
//G./. / "Z " a 57%
—
C'-
0
w
z
/4 ?- / j- Z
m
Street, Miami, Shares. _1
IANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 4080 S.W. 84th Avenue, Miami, Florida 33155
Mailing address: P.O. Box 561131, Miami, Florida 33156
SCALE , DRAWN BY DRWG. NO
�'-, 189 -1762
Setbacks:
- 15 feet from the main house
- 5 feet from the rear property line
- 10 feet from the side
- Size: Maximum of 120 square feet
MIAMI SHORES VILLAGE
REQUIREMENTS ON SHEDS
The only sheds that are approved by the Dade County are some of Ted's sheds and
some of Sheds America.
Permit application must be accompanied by
• Two copies of letter from the State of Florida indicating that this is a "State
Approved" shed.
• Two copies of survey showing location of shed and setback requirements
written.
• Shed must be made out of galvanized metal or aluminum, no wood allowed
• A concrete slab is optional when sheds have pre- fabricated floor.
• Slab: 4" slab monolithic footing 8" x 8" with one #5 bar with 6X6 #10 mesh r/
. Slab needs to be 6" larger than shed all the way around.
• No electrical or plumbing fixtures are allowed inside a shed.
..41) - f.
: •
... 4 ----.-:....-,--„ -too' veti,o 7: Lk.
i Pet . 1 ta so Als
4.
-, ? l.e.. - Off,c.it:. -- ' , -- - :-- 4 _ _ --,, 0:
_ i
\
. . a Ob. 11'.. . - * -- 5:P4C,44-UNc• A 1. ie-- —411. -1---- • 4..- .......
ita ti E • --- '
1 i•Tro. 4 .z_ f„*.rfut.'"7 ,;- \ .
_______ i gt
1 . 1 ,
.P -- 7 --- - -
1 pit:fest.
- 4a - re. Wm/Li)
I I i
4.' —"'"'
i • I
z..01 F-cdt 1 ;
u){ .souix:
4
- t 1
= • 1 W41.1‘• —1 i
.9;
- i
1.........4 .., 1
i N !
t../1 i : •
$ 1„.. 1
1 i
I 1 1 1
$
$
$ I 54 4 t 7itsiL
i - 4
T"" LE- T 00
Ro 1 ! coL.
1 •
BUILDING ANCHOR DATA
LENGTH
BAR
DIAMETER
EYE
DIAMETER
HEUX
DIAMETER
UPUFT CAPACITY
IN NORMAL SOIL
30'
1/2'
1 1/2'
4'
2500 lbs.
1/8'0 GALV. CABLE
(2) 1/4'0 BOLTS
w/NUTS & WASHERS
SIDE BOLT ANCHOR
(2) CABLE CLAMPS
w/ 6' MIN. LAP
3/8'0 EYE BOLT
w/EXP. ANCHOR
BUILDING ON CONCRETE SLAB
NIF
AA I-
7
\112
7\
ANCHOR
(SEE CHART)
1/8'0 GALV. CABLE
900
(2) CABLE CLAMPS
w/ 6' MIN. LAP
SKID
BUILDINC ON CONCRETE SLAB
3/8'0x6' EXP. ANCHOR
0 4' -0' o.c. MAX.
DBL. WIDE
ONLY
END ANCH.
1/8'0 GALV. CABLE
l'-0' Max.
• CA. CORxER
BUILDING w /OUT FLOOR ON CONCRETE SLAB
SKID (TYP.)
SIDE ANCH.-\
•
•
ANCHOR —/
(SEE CHART)
2
P.T. 2x4
SKID
(2) CABLE CLAMPS
w/ 6' MIN. LAP
BUILDING 014' CONCRETE BLOCKS
• r
• I
•
ANCHOR SPACING PLAN
3/8'0x4'LG.
LAG BOLT w/
WASHER TO
FRAMING
ANCHOR --Z
(SEE CHART)
BUILDING ANCHORS FOR ALL BUILDINGS
SHALL BE SPACED A MAXIMUM OF 8' -0'
AROUND THE PERIMETER OF THE BUILDING.
ALTERNATE CONNECTION OF EARTH ANCHOR
q
BAR BAR
HELIX
I0TE:
THESE ANCHORS MEET THE WINO
REQUIREMENTS OF THE 1997
STANDARD BUILDING CODE AND
THE AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD CODE
ANSI /ASCE— 93.
TOO LOAD: 120 MPH
SKID
BARBS
TYPICAL EARTH ANCHORS •
USTING AGENCY
APPROVAL
THESE PRINTS COMPLY TMTH 114E
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
APO ADHERE TO THE FOLLOWING
CRITERIA:
CONST- TYPE V1
OCCUPANCY S
ALLOWABLE 9 1
9F FLOORS
WIND VELOCITY 120 MPH
FRRE RATING OF 0
Q(TERIOR WALLS
PLAN Pi. 271 -004
ALLOwMAZ
FLOOR LOAD 75/125 PSF
ABPROVA1 DATE 2 -11 -97
MMIUFACTURER SMITHBUILT
F .1' 1=
RPM.= mamma
N 00
1-
0
C 0
I)
r-D
2 T 4 MDR
♦ /
s
• 4 SOT.
2.4 10E4129
1 • •
J L�
SLZ 'SCE ELEW W/ ODOR
1•100116' FOR
.IOTS75 SP4Cm • t' -• ON CENTER
OWL
INETOTO
2-2• DOOR
2.2 .6
2-.•• MUM RATE W/R4) NALS
1TP • SOT. TOE HMS •
S OT. Of EAAON si (TIP. •
K IK AT TOP SOT. CV DV
MILL SIAS)
2 ••KWIC*
SIDE ELEVATION w/ DOOR AND WINDOWS
SCAM 1/4'..4%0'
- v
1 . -4 .
6' -0 MME BLDG.
B" -0' TO 1T -0
WOE BLDG
BOOR FRAMING PLAN
SCALE: 1/4 - .1 " -0
(0008 ORIr)
SIDE ELEVATION w/o DOOR AND WINDOWS
scam I/4- -1-0-
n
•
2 - 2 • 6 BEAM (BEY010)-
3/4 PLIII0C0 FLOOR
R•W
•AW
• 17Nc
2 . • SOT. PLATE
1
- - - .a - --
2.4 £M€ STRUT
. e **few 2 . 4 OOILAR $TRUT
v Rf,E. (NS - F. . S -rr • • EA01 BEN7
� / � . • 9RDG. • .
W 1 -7 ^ SPAN (TYP POT ID
,G' r :6" •LARGER) NDB.
-USE 2 -2 . • WITS •
MOTH DOS OF MAC.
IC-0 LONG • LAKER
t:•
143E (31-us BCAms F01 BLOCS
r-0 f0'-0' • 12 -0' 14T
CCOC D 24'-0 N LE OTH (n9.)
I. (2) TOE MILS (ILK)
No104 TLp or KAM
TO ALAOW AST TO PASS
DIRU - SEE 'S1CC DV.
11/0001 ! U114)0615"
3/4 PI.7 !tom
2 • • BERT (TM. SEE
90E NA LL ELM.)
2 . • SOT. PLACE (TIP.
ALL APOLRO) :.6 TR1110X PLATE
(TIP. • (ACN BENT)
T/PLYrOCO
T/PLY•000
•I(
.s
•
E CAW • P.
NN %--1 1/2' Om N0 N
Tip OF 2 -2.6 OEM
• 401 AST
N
I CAW • P.
'4
•r.ps
POOP CPOW
2.4 EA•E SUER
2 • 4 BDIT (TYP.
1 t • 6ROO4G
*100W 0•11•46
:. 4 sot RATE
.. • •2 • •
- 1I
v&6a r/ 0001
t:G
TOSTM
• • BROG
NOTCH 2••
(TIP. • EA.
80l
".5' u.0
rA•.(TrP.
•�_ 4 SOT PtATt_11
2 ' a 4 . .1010TJ
.. 4
7'1
• 4 COLLAR STRUT •
:401 COLA
1 •e0914C
•
•
310) ELEVATION w/ DOOR
SCALE: 1 /4 -0
12
.aMm.■•
,.N IOWA
2T•
3/4' 8L78000 FLOOR
2 . 4 11 NE40EP
3'
0008 WHO.
- 3/4 - PLrrOCO 11.400 / Q)
2 - 2 . 6 BEAN (TIP.)
5'D EVAT)ON w/ Wt OW
SCALE: V• -r -0
1/4 =1' -0
T.U.
W.J.M.
«I I
SEE bO LLL1l.
./ 000r FOR MO
NOT DOOM
1
u
2 2 . •
1/ •
rAFCS W/ 000E 1
OPgG. BLDG.
2/5/97
2/5/97
.. • ROT. •LA7 .
GP1a
2.4
AWYR8Rr -
DOOR TI/ LOOK
2 • • NEADEP
•- ALIINNUM LAP KONG
• 4 ALABE PLATE (MS - FS)
(n .. • (A04 80(7)
1 • 4 1111100•10
•
ISOMETRIC OF BALD 3
D.- E91 LOADS sum V� -1 0
FLOOR U\E LOAD 65 P.S.F. (6 -0 MADE BLDG)
4' At.AM•1 LAP SONG ROOF
KLMRIM CUTER ( TIP.
AMOK DOORS •1610000)
2 - 2 • 6 BEAM (TIP.)
KIMITAM TRR1
DATE 7 .CERLNO.
FLOOR
z. FLOOR LI LOAD : -� ": )BLDG rLAN NUMBER �1 I Cr '
F
il
LOOR UVE LOAD --- »_ » - - - - -- 125 P.S.F. (2x6 JOIST T • 16' oa
5. ROOF LA E LOAD ------ 20 P.SF.
6. MIND LOAD (120 M?.N.) 26.49 P.S.F.
APP FRED S. CARDwaI.
P
NEE BUILDD(C3 MEET T)E LYPO REOWREMENTS OF THE
1994 STANDARD BUILDING CODE AND THE ASCE STANDARD
ANSI /ASC 7 -91
lL NOTi93
FLOOR JOLSS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P.T.)
2. PLYWOOD FLOOR SHALL BE 3/6' THICK SOUTHERN PIE (P.T.). 5 PLY. EXTERIOR
GRADE TONGUE AND GROOVE ('STURW- FLOOR'.
3. 2 • 4 WALL AND ROOF FRAMING SHALL BE NO. 2 SOUTHERN PIE.
4. ROOF AND WALL SIDING SHALL BE 1/2 C0RRUGATID ALUMNAE 19A1H A
2.6r PIT]I OR A 4 LAP SIDING M1H A 3/8 STEP. BO111 SHALL BE
MANUFACTURED FRCM 0.019' SHEET ALU►UM.91 3003 IN-14 ALLOY
5. THREADED FASTENERS FOR ALUMINUM ROOF AND 9094C SHALL BE A
MACHINE SCREWS INSTALLED ACCORDING 10 319NG MANUFACTURERS
SPECIFICATIONS
6. ALL UNTHREADED %VOW FASTENERS ARE BOX NALS 11E1N A 0.131
()imam BY 3 we LONG UNLESS NOTED OTHERW56.
7. ALL COLD- FORMED STRUCTURAL S11?L CI?NEC110N PLATES SHALL BE
20 GAGE (GALV.) ALPINE AND /OR TRt1LOX PLATES MANUFACTURED 8Y
ALPINE ENGINEERED PRODUCTS INC. CONFORNNG TO AS1M A446 -87
GRADE A OR BETTER SPECIFICATION.
2. UNTHREADED FASTENERS FOR THE 1RULOX 00NNECT1ON PLATES SHALL BE
0.1205 - 6 (11 GA) x 1 3/8' VIRAL SHANK TRUSS NAILS
9. AS AN CP11014. (3) 02 TWIN SOLJD COPPER RATES RUN N 1/2' CONDUIT
OPERATES ONE INCANDESCENT LKi4T NTH A SINGLE POLE WALL SWITCH.
10. FIELD INSTALLED ITEMS AUB.ECT TO LOCAL APPROVAL: •
A. 11EDOMN OF UNIT TO SITE
B. ELECTRICAL CONNECTION FROM POWER SOURCE TO UHT.
14 Mccmin- r enteERFKL r1c
1'
LOW PROFILE EAVE STYLE BUILDING
TYPICAL PORTABLE SINGLE WIDE
SUITHBUILT INDUSTRIES. INC.
ST, \TT OF FFIORIf)A
DEPARTMENT • OF COMMUNITY AFFAIRS
i "Helping Floridians create safe, vibrant, sustainable communities'
JtH HUSH
v'YT.
4r .)onaid Eugene Smith, President
Smit_ibr)t Industries, L•,c.
1061 Hwy. 92 West
Z. 1h.IT.dR1C, Fi. _ 02 i
June 26, 2000
RE: 2000 - :.001 Annual Renewal Sased on the 1997 -SEC's
1lsnutacturer's 1.D. Number: S11 -254
1 his ,�,,proval Expires June 3t), 2001
Dear `•lr. Srru.h:
. pieuSu re to inform you that the Department of Community Affairs has renewed Smtthbilt
• Inc. approt al to manufacture commercial and residential lawn storage buildings for instaliation
:n F' —in. These bui!•iings must meet the windspeed of the geographic area they are installed. This
rem • is zr. aiited pursuant to Inspection of your submitted plans which were found by this department and
cttoNpia.ns -eview agency to he in compliance with the applicable codes.
On site iastaliaion requirements are specifically and entirely reserved to 1OC8I goverrunciit. i'ftese
legl:irernenrs must he reasonable and uniformly applied the same as for conventional construction.
A state cerriti':d building must bear a valid Department of Comrnuniry Affairs insignia of approval.
)'le insignia :s evidence to local government that the building is constructed to meet minimum safety
standards and is safe, sanitary and structurally sound.
A copy of thin letter must be attached to the approved plans when making application for ivy ai
building p:rrnits
1.70WQA KEYS
vve N Cnoo Sy+a C,ivn %,ea Ornea
2796 Overser%n:CrowerY
wreF $1cAllt 13GX.ZZ2
Sincerely,
Lawrence H. Jordan, Building Olriciai
Codes and Standards Office
Brew) M SE■BERT
3oevury
2555 56IUr4ARD OAK BOULEVARD r TALLAHASSEE, FLORIDA 32399.2100
Phone ( 488.3488/Suncom 278 -8488 FAX: (850) 927•078UUSuncom 291.0 r5'
:rlternet a0c wss. htto. / /www.ststO.'I .79'COmatfi
+RUN SWAMP
as d Cnua, Seam Coneam :peed Oela
70d Its! Aims 'Weal
Cismo, r'n•Oa 1U:044841
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date / f 24 cJob Address / / $ E / Z S 7 Tax Folio j' j- 3A. 6 6 I .' - / 0 ! d
Legal Description I or /2. / AL Of L �+ % / 3 Historically Designated: Yes No
Owner/Lessee / Tenant A t b ■9- Master Permit # :3873/
Owner's Address / / ? A-/E f O ST Phone 75 /■ 4
Contracting Co. 0 L ,cJ ( Address
Qualifier c L-cJ /v C.X.. SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer J'/ .17 - 3s9 0i Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one BUILDING ' LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft
$A
S /"'?7: /9-3040€
f �
Estimated Cost (value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of owner and/or Condo President Date
or Owner - Builde
Signature of Contrac
Notary as to Contractor or Owner - Builder
Notary as to Owner and/or Condo President Date
My Commission Expires: My Commission Expires:
Date
0 "zit, c
Date
FEES: PERMIT 1-1 RADON C.C.F. CV NOTARY J , TOTAL DUE
APPROVED:
Zoning Building Electrical
Mechanical Plumbing Engineering
LAWTON CHILES
Governor
LHJ:cr
cc: FSC
iLORIDAF:EYSAREAr)(CRIIICAL TATECO:CERN
[IUD OFFICE
?9r f:•nr.n Hrghwas', Lillie ? 1:'
»araih••n,rtomb 111X0.2. ?i
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
EMERGENCY .MANAGEMENT • HOUSING AND COMMUNITY DEVELOPMENT • RESOURCE PLANNING AND MANAGEM
April 28, 1995
Lewis Hartley
Robin Builders
P 0 Box 1067
Lake Wales, Florida 33859
RE: 1995 -96 Annual Renewal Based on the 1991 -SBC's
Manufacturer's I.D. Number: RBI -18
This Approval Expires June 30, 1996
Dear Mr. Hartley:
It is my pleasure to inform you that the Department'of
Community Affairs has renewed Robin Builders approval to
manufacture residential utility lawn buildings for installation
throughout the State of Florida except Monroe County. This
renewal is granted pursuant to inspection of your submitted plans
which were found by this department and your inspection /plans
review agency to be in compliance with the applicable codes.
On site installation requirements are specifically and
entirely reserved to local authorities. These requirements must
be reasonable and uniformly applied the same as for conventional
construction.
A copy of this letter must be attached to the approved plans
when making application for local building permits.
Sincerely,
‘ ( ; :,: • 4 / J
Lawrence Jordan
Planning Manager
Manufactured Buildings
2 ' 4 0 C E N T E R V I E W D R I V E • TALLAHASSEE, F L O R I D A 3 2 3 9 9. 2 1 0 0
:OU FH FLORIDA RECOVERY OFFICE
P.O. Sox 4022
8600 H W. 16th ;Ireet
• •tiamr. Flonda ;11574?2
LINDA LOOMIS SHELLEY
Secretary
GREEN SWAMP AREA OF CRITICAL STATE CONCERN
FIELD OFFICE
55 East Summertn
Bartow, Florida 53630..:A4:
f�a
N.J. KNEZEVICH. P.E.
JOHN W KNEZEVICH. P E
October 24, 1994
Mr. Harry Jordan
Sheds America
9660 N.W. 77th Avenue
Hialeah Gardens, Florida 33016
Re: Shed Soil Anchors
Dear Mr; Jordan:
Knezevich and Associates, Inc. has reviewed the 1994 South Florida
Building Code, including its ASCE 7 -88 provisions and determined
that the enclosed table, may be used for soil anchors manufactured
by Tie Down Engineering. These tables were prepared for sheds with
maximum wall height of 7'. These tables are for helical, drive and
patio slab, type anchors only.
We..,have enclosed Tie Down Engineering Dr. No. MHP -101, Helix
anchor;-.Dr. No. MHP -110, Cross Drive rock anchor, and MHP -120 Patio
. : ari''or as acceptable reference drawings.
Amor
cc: file
KNEZEVICH AND ASSOCIATES, INC.
ENGINEERS • PLANNERS • PRODUCT TESTING
rKhezevich, P.E.
#resid2nt
fi.1l MCIKFNA DRIVF.. MIAMI SPRINGS, FI_ORIOA 33166
TELEPHONE (305) 883.9571 FACSIMILE (305) 883 -9572
SIZE
WIDTH
'
LENGTH
TOTAL N0. OP SOIL ANCHORS
V' x gI
,', 081
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MODEL SIZE & ANCHOR SPACING SCHEDULE
i
• �
•
•
1' 1995
LTA.
DATE
0ESCRIPTION
i b -t -
REVISIONS
Z ,
tie down engineering, inc.
5001 vnrcron d... Arowo Waco 30»
TITLE .N∎oc 'L MI22 f�3) „. 7.2 �/ )
DoUBL =-Neux EAP+ r( ANC40P
0 R. EY
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C. M3c1
SCALE
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1 DR. NO A ,+ x01
fV \1 1
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16 cr YP I G A � / Sharpe.ued 0
sciees
S ac," L 300 `.
4"
NOTE
MATERIAL SPECIFICATIONS
HEAD - AISI • C 1006 5 ga.
ROD • ASTM A .36 MOD
WELDING ELECTRODES • LINCOLN
INNERSHIELD NR • 311. or EOUIV.
BOLTS - ASTMA.
ALTERNATE ANCHOR ROD • Ve
DIAMETER OF REOUIRED)
ANCHOR FINISH • ENAMEL DIP or
GALVANIZED OF REQUIRED)
BOLT FINISH • ZINC PLATED
- Te.rI510K eoLTS >3I9b)AF
E t C ,( ZIN C A
- TCNSION 60LT LAMLED ' FOPS
FRAME AnAcpMENr ONLY.
- ThNSION BOLT LAEELED FOPS
Vffi ICAL"M ON. •
LTR.
[ DATE
1 OESC *IPTION J
I 7 -22 ti VISIONS
tie down engineering, inc.
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5001 * ..., 0w.. l
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I I TL i Ar MPA 4 �Rax 48
GROSS ORlvt PcLIS PNCf)CR
D R.'r
K.NOACK
cX "
C. Mac KARVI H
:CALNONE
DI. NO MuP 110
23/41. fit 5
�dN 4
d
� l
o r� �'y�
. SOD
so
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kJ
— ..._.� 3 e 6 r1
L KQD
INSTALLATION INSTRUCTIONS
DRILL 5 4" DIA. HOLE 51/2" DEEP FOR PILOT STUD.
INSERT PILOT STUD INTO HOLE.
DRILL 2 -3" DIA. HOLES IN ROCK AT 45 DEGREES ANGLES.
USING ANCHOR HEAD AS A LOCATING GUIDE.
PLACE ROD THROUGH TOP & CORRESPONDING BOTTOM WEB
FLANGE & INTO HOLE. DRIVE ROD TO DESIRED DEPTH. (ROD
MUST BE DRIVEN INTO ROCK AT LEAST 80% OF ITS LENGTH IN 4i
ORDER TO ACHIEVE MINIMUM ALLOWABLE PULLOUT RESIS-
TANCE.) PLACE SECOND ROD THROUGH REMAINING TOP &
CORRESPONDING BOTTOM WEB FLANGE & INTO HOLE. DRIVE
ROD TO DESIRED DEPTH TO LOCK.
MAXIMUM PULLOUT RESISTANCE IS DEVELOPED WHEN
ANCHOR HEAD IS AS LOW AS POSSIBLE AND GROUND SURFACE
IS SOLID ROCK. DISTANCE FROM LOWEST EDGE OF BOTTOM
FLANGE TO ROCK SURFACE SHOULD NOT EXCEED r (INCH).
NOTE ^;
c l
0 11io
or 4
To w .1:
`yC 0.�t „_ 6 W TMD� vE
F A I6 °1
4,97 -� 9 FILL
Gig. Ste`
MATERIAL SPECIFICATIONS
HEAD - AISI•C10385ga.
ROD- ASTMA•36MOO
WELDING ELECTRODES • UNCOLN
INNERSHIELD NR • 311. or ECUN.
BOLTS •ASTMA•307
ALTERNATE ANCHOR ROO.
DIAMETER IF REQUIRED)
ANCHOR FINISH • ENAMEL DIP or
GALVANIZED IIF REQUIRED)
BOLT FINISH • ZINC PLATED
-- TENSION C'.c.L.TS (MODEL I31SB) ARE
3 /8"- 11 x 2'/411 L. REY WEAD w /SQuARE
��)R NECK CZINC PLATED) i/N - rs .
— TENSION eSOLT LABELED ® FOR
C FRAME ATTI CW -1MENT OH y
— TENSION 13OLT LABELED FOR
VERTICAL 'TENS 1 t7N .
LTt. OAT1 I DtSCZIPTION
,
1 6 -1 -821 £LVISIONS
tie down engineering. inc
Sa01 W?* &. C... *Pone GOON,* Z
TITLt MOM- MIC52 PATIO
SLAE) ANCI -I0R' tYPANSeNBCIT
Di. tY
1
CX. IT.
C. M3cnANVICI I
SCAIt
NONE
DR. NO
/ r ` nnNP -120
PtRm+a A,iE I.t T
•SC:w-1; >r�CL.f'iC�u
-.1 v!
N
- ;ts'c x :5 DEEP i-QLE
P eQUINED IN SLAb -
MATERIAL SPECIFICATIONS
HEAD •AISI•C10065ga.
ROD • ASTM A • 38 MCO
WELDING ELECTRODES • LINCOLN
INNERSMIELD NR • 311. W EOUIV
BOLTS • ASTM A • 307
ALTERNATE ANCHOR ROO - >r
DIAMETER OF REOUIREDI
ANCHOR FINISH • ENAMEL DIP of
GALVANIZED REOUIRED)
BOLT FINISH • ZINC PLATED
//
o � A0 • t4c 1
L �+o
r 'SAT. SG4
xio
.1.50-fooP
%Il dz ( l �A acp)
L P
NOTE
z lnc PEA; D
INSTALLATION INSTRUCTIONS
DRILL 5 4" x 3" HOLE.
PLACE STEEEL EXPANSION SLEEVE OVER
BOLT & PLACE INTO HOLE.
PLACE WASHER OVER TIP OF EXPANSION
BOLT.
THREAD NUT ONTO EXPANSION BOLT &
TIGHTEN NUT UNTIL MAXIMUM EXPANSION
OF STEEL EXPANSION SLEEVE HAS BEEN
ACHIEVED.
REMOVE NUT &WASHER.
PLACE WASHER .OVER EXTRUDING TIP OF
EXPANSION'BOJ r & TIGHTEN NUT.
NOTE: CONCRETE TO BE 2500 PSI MIN. SLAB
TO BE 4';MIN. THICKNESS WITH 6/6 x
10- 16 MESH.
'•kCQNCIETE SLAB SIZE TO ALLOW 4750
LBS..UICALTENSION ON ANCHOR
WITHOUT LIFTING SLAB. ASSUME CON-
CRETE WT OF 150 LBS. /CU FT.
- TeH5IO11 EOLTTS (MoDCL ISI3) ASE
he -11 x 2 WEAD Yi /SQUANE
NECI',(ZINC PLATED)' /N K T5.
TCN5l01�1 ear LA5CLED FON
"Ir AME ATTA4IMt=MT ONLY.
TeriSIOH BOLT LADELE0 ® FOf1
VcKTI CAL 'Ti=NSION.