SHEDDate S ilq' 1
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 1 l 19 P Sc °►q 54.
Legal Description L o4 J '3 L I / 8' i�'1 �'�"'t ' StOv c...5,
/ Lessee / Tenant h'1 A vR ct� ki'} try / C-� �4S`c �,qin., Master Permit 4�� 1�
7
Owner's Address 1119 N t ci `t - Phone 7 C S S'
Contracting Co.67#72P Address
Qualifier SS# - - Phone
State # Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
O K
RK DESCRIPTION lOY LL S'K�- �4(,t_ -t%
Square Pt.
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 e above -named contractor to do the work stated. `\
L
Notary as to Owner and /or Condo President
My Commission Expires:
d1 Estimated Cost(value) OK(X)
Signa ure of owner and /or Condo President Signature po Contractor or Owner- Builder
Date: Date r /%
Tax Folio 11 - -C'S ( % ooSo
Dva
• 0 " 10 CHURCH
. N o tary Public S a
. p11� Et�l�k
to i as to C
Commission
FEES: PERMIT S / , S RADON C.C.F. / a NOTARY 4ge TOTAL DUE a✓ Y
APPROVED:
Zonin
Mechanical
**
Fire Other
Buildin: '��d7 /// Electrical
Plumbing Engineering
1.
I J
INSURANCE RATE MAP'
972 AND REVISED 43, ../
LISHED BY THE UNITED S1A 5 '6
IENT OF HOUSING AND URDA
MENT DELINEATES THE HEREIN`
D LAND TO BE SITUADED Wt1TIfh';
bT A FLOOD �--�
ZONE.
Nor 4 f''9kr of
I ' l 1 P N._ rAo.
-,y •
v ..
J
Lo T/S
ti
0
w ir
.
-y thot this sketch of survey of the above described property is true and correct to the best of ri
.void and nI4 t•d under my direction. !further certifythat thIe survey meet the minimum requ r
CORAL 33134 204 THOMAS J. KELLY, INC.
DADE: (3051444-7693
eXw0: (305) 17/`326• FAX: (305) 441- 6414 LAND SURVEYOR
SURVEY OF LOT 1(' BLOU J.
SUBDIVISION QieN't.517 1=111 of 21L_EEVr F _ v r(47 oc= 14/,1 (1 :.. t' t S - (ri"
ACCORDING TO THE PLAT THEREOF A3 RECORDED IN PLAT BOOK No. 43 AT PAGE No. (v
PUBLIC RECORD OF 12AL, 1< COUNTY, FLORIDA.
DATE : 4j ! PITa FOR. 1 /,4d /SEE 4 /40 /•/eLU ,
0
LOCATION SKETCH SCALE: 1 "• 1 E t hi Nt; 7, re ST.
Pit Art h1.1atos rt . .33/36.
__ -- —*Mr
IC' it ,e 10
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�
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ti r k F LA. INSURANCE RATE MA 4 /4"11.
,x auP 30, 1972 AND REVISED . .
1177 PUBLISHED BY THE UNITED sTAJg9 6
SE�PARTM OF HOUSING AND URA f
o DEVELOPMENT DELINEATES THE HEREIN'
DESCRI ED LAND TO BE SITUADED WITHIN
w _ ZONE \ t Y7.' A4 (,
I. THIS IS N T A FLOOD `�
• HAZARD ZONE
I
Op 99 ST•
• \ 0 D
p0
/ ' / -�
L! ? r `*.
IL'f i4't �,
n,
tit L . 1�/
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13 I LT.---
A/ or ,9 P/9k 7 o'
C-K
SURVEY NO `,V '0a1 e.
SHEET_ OF
liA
i
to >'lG 1 L.or ?
A c , ntC_ 1 0.04
• r ._ --..• •-� : f a
N • Ali L ' . 9 .
N M
1
z%1 r o.e r ... I..Y I I k
1
1 hereby certify that this sketch of survey of the above described property is true and correct to the but of my knowledge and
belief surveyed and pi6ttod under my direction. 1 further certify that this survey meet the minimum requirements adopted by
the CIsty of Proteel al Land Surveyors and the Florida Lond Title Association and also CH 21 HH•6 F.A. code. There
ore, encroacfimen toot as shown. S t /or o ...Notes. I. If shown, bearings are to an assumed meridian (by plat )
GEORGE RRE
`� ����'' 2. If shown,elevations ore referred N.G.V. Datum 1929
Professionol Lond Surveyor ••• 2534 3. This is o land survey.
Stott) of Florida
(Not Wild Unless Imprinted Wlth An Embossed Surveyor's Seal)
SCALE 1 "11 7 C 1
, MEtR,DPOLITAN DADE COUNTY FLORIDA
' METRO•DADE
Chairman
Bee ,rn 1
fiat- Charrrnan
11( La.,, ler
.tlemberc
Ronald :I t'er
J,unr, .
Gror e Berlin
Tlu,mac M. Black
Lawrence .1. Roman
Ted Rndn
(hit,. Brennan
John Callum
Eduard., Caine:
./ ',vr ,le la T ornate
11 Carlton 1)e, k,r
.1 mild Gddnwn
Richard At Il.vron
Dunn'! Levci.s
Jahn Lurds,rorn
Steven Lime
Jocrph ,11okher. Sr
Jame, Power
William Riley
.4rmando .'.1 Ri.,
/liorna% Unerhw l,
Allred Ile'i.chnrl
Ruck Il llhanr.%
Board Consultant •
John Pi runno
Staff
Charles Dander
Sand, 14einrrh
Gil Diamond
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Lee's Wholesale Sheds
26301 South Dixie Highway
Naranja, F1. 33032.
Your application for Product Approval of 3' by 5' to 12' x 24'
Wood Frame She under Sections 203 and 204 of the South Florida
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans,
specifications and calculations as submitted by V.J, Knezevich
P.E.. Knezevich 6�Associates along with drawing #91 - 188 sheets
1 and 2 dated 12 -13 -91 and revised March 16, 1992 has been
accepted by Product Control to be used in the Unincorporated
areas of Dade County under the Specific Conditions set forth on
page 2 and the Standard Conditions on Page 3
ACCEPTANCE No.: 91- 0212.1 R
APPROVED
EXPIRES
March 11, 1994
* *PLEASE NOTE **
GENERAL CONDITIONS
-1-
3 !It 113
METRO -DADE CENTER
BOARD OF RULES AND APPEALS
SUITE 1010
111 N W. 1st STREET
MIAMI, FLORIDA 33128.1974
(305) 375 -2981
(305) 375 -2612
it Diamond, P.
April 13, 1992 Product Control ivision
Superviosr
• / •
;11 •k•
BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals to be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
7
r '
APPROVED: April 13, 1992 ,,, -✓•-y '. --‘-' 7 _
Thomas M. Black P.E.
Secretary
Metropolitan Dade County
Board of Rules and Appeals
Lee's- Wholesale Sheds
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. This approves a prefabricated 3''x 5' to 12' x 24' wood frame
storage shed.
2. The sheds are approved for ground level installation and shall be
constructed in conformance with the referenced drawing. Foundation
and anchorage shall be as shown on the referenced drawing.
3. Applications for building permit shall be accompanied by two copies
of the following:
a) Completely detailed plot plan
b) The referenced drawing 91 -188 sheets 1 and 2 bearing the
approval stamp indicating the Notice of Acceptance number and
date by the Product Control Section of the Dade County
Building Code Compliance Office.
4. In order to issue a building permit all zoning regulations iuust be
met.
5. Each shed shall bear a permanent label with the manufacturer's log(
and the Product Approval #91- 0212.1 R.
6. This revision supersedes Notice of Acceptance No. 91- 0212.1 dated
March 11, 1991.
-2-
ACCEPTANCE No.: 91- 0212,1 R
APPROVED April 13. 1992
EXPIRES March 11. 1994
A
GI Diamond,
Product Contro Lvision
Supervisor
METROPOLITAN DADE COUNTY, FLORIDA
Chairman
Ilerrrwn S. ltiu•shu
lice-Chairman
H.O. Lasseter
Members
Ronald .,der
James .A rifts
George Berlin
77umuts M. Black
Lenen•rtee A. Bnr.ftri
Ted Bridis•
Oscar Brennan
John Colpint
Jorge dr to /,rrierue
ll. Carlton Decker
Arnold Golehnan
Riehend M. Horton
Daniel Lewis
John Lindstrom
Steven Lune
Joseph .1/nkher. Sr
Jame Prnnv
{l711iunr Riley
Arrrrando .11. Rita
Tlwnws Utterha k
• .Allied Ni'rtrikl
Rudy Rilhoms
Board Consultant
John Pisnn•ino
Stall
Clrarles Dune;er
Sand,. 14i•inreb
Gil Diamond
IP t
METRO -DADE CENTER
BOARD OF RULES AND APPEALS
SUITE 1010
111 N W. Is? STREET
MIAMI, FLORIDA 33128.1974
1305) 375.2981
(305) 375 -2612
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Extension of Acceptance may be considered after a new
application has been ,filed and the supporting data,
test reports no older than ten (10) years, have been
re- evaluated.
All reports of re- testing shall bear the seal,
signature and date of an engineer registered in the
State of Florida.
2. Any revision or change in the materials, use, or
manufacture ,of the product or process shall
automatically be cause for termination, unless prior
approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or
process or a change in Code provisions shall be
grounds for
re- evaluation.
4. This acceptance shall not be used as an endorsement of
any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the words
Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. If
any portion of the Notice of Acceptance is displayed,
then it shall be done in its entirety.
6. Product approval drawings, where required for permit
applications, shall be provided to the applicant by
the manufacturer or his distributors; unless otherwise
noted in the Notice of Acceptance. The prints need
not•be re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall be
cause for termination of Approval.
-3-
1 Diamond,
roduct Control Division
Supervisor
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MAIN FLOOR PLAN v2' - I' -o'
END ELEVATION' W/ DOOR 1/t' - 1'-o'
/Stg iv/ 2-Qde /ova
MAXIMUM STORAGE LOAD PERMITTED. 50 RSF.
/ b'
(wee sas-racnil.$)
Fn`
NVOCARL
r.JitK l-a"ri:
/.O' • • 7CE I.G•Ty° 14 •
04 �` i: ..o2s - AA.•.+
• - /G' / Ob4/-715. Zips coal..
mar atearIV Not
(fr /tE/Y 4-J
C'70°" END ELEVATION W/ WINDOW Ire' -I'-o'
.2-seer mama• anomie
1215 ( •Mto11La ' / r'�clr sirxnews a roc..g berg- tsd.l•taas
goer ma az id►w. ran crtY
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EA .
••••••-•,....... 4011. s.orGYIe1t.
L eaf411oN • stf e*4T: a
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SIDE ELEVATION W/O DOOR I/2
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ea. P61TIt Sy. Slum
last P47TO *H. 10
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DETAIL 'A' ive.1'-o• DETAIL '8' 172' -r-o'
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t./ c -.ir_ TO 14.5.4.5 .1.1
SIDE ELEVATION W/ DOOR 8 WINDOW v2' -1'-0'
1tiJak114>2i:
a
This structure W boos designed 1. seC•tdncs with the Swath.
PI :wide Building Code 1156 Edition.
2. All material and labor shall be in accordance with the skim*
eede and all other applicable local codee.
3. Maximum storage load to be 50 p.s.t. •
4. all lumber to be southern Pine no. 1 dens. surfaced at 1S%
max. me' content. E.D. 15.
S. All skids. floor joists and floor plywood to be pressure
treated.
•
6. 411 Tiding and roofing to be 6041 - T4 aluminum alloy sad shall
be connected to the shed framing with /6 a 1" aluminum serous.
2024 -T4 alley with the following spacing:
Siding: All •rowed tw b -e., •leapt at batten w
pal
edge. 4' o-e
Root: Interior members: 4 c-c
Roof: Peripberal members: 4' c-c
7. All root connections shall Neva 20 gage galvanised steal
plates each side - .•.TOO' type or similar approved with
dimensions shown ea plan.
S. Ail corsets 10 have 14d nails et 4' 0.0. is 11e sid.wll• -and
asdw l 1..
1. Windows. doors and leeks to comply with obepter eV
LO. Cross drive anchors shall b. as manufactured by "Minute men
Anchors ". East
Plat Reek. M.C. 26726. Model no. 41 r 011-S cross dries anchor.
This anchor to be used in soils of very dense and /or cemented
seeds. coarse gr.oel and cobbles. preloaded silts. slays/
slate.and corals.' If soil conditions differ tees the above
mentioned. this engineer shall be notified before proceeding
with the work. (See schedule for qtE. required at each modal
size).
11. A11 steel bolts to be galvanized A.S.T.M. A -226 or equal.
12. This structure shall be entirely constructed on job site. All
'ht1tc. Vlstes to be pressed at factory before delivery.
13. 1/4' diameter chain to be es manufactured by: Laclede Co.,
P.O. Sox 14121. St Lets. Missouri. 631/6. Phone: (314) 57/-
1617.
DET AL. Gr
xT -s.
1400El. 14•
II tab. 4 4e:
hq"y
14.' 20 gage galvwla.d steel hurricane clip shall be
max- tactsred by Simpson Strong -Tie Connectors Co.. tug. .
•
15. Double belie eseth anchor shall be.es masutactured by: - Tie
Down Engineeriaq. Ise. 51101 Wheaten 0give. ARlente. 6A. 30354.
This anchor to be used in dense sandy'liherock fill only. it
soil.condltteug dinar Ergo tha ahwo ws:tamed. tbte engineer
shall be notified before proceeding with the work. (see
ss•dst* tar qty. reo.Lret, s1 seek mode) sit.).
tt OsMalttd shoe Mates le be ea sPasdteba d by 6WT=1a41sti4ss. M. •
7821 N.W. a7 6t. tweet R 33166 '
A. see Beare* capacity alas be 2500 pest. shdsss.
TMs ..eWSer sham be aotilfed should the ahem* r.Q.6r.s.nt
set be rospeed mitk -
APPROVED ASC01dPUYtgWITH THE
ROUTH ' • • OULI NO 000E
DATE
n
/,7 ,"
CONTROL OINSf011
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4' a t=, , 6
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MAIN FLOOR PLAN v2' - I' -o'
END ELEVATION' W/ DOOR 1/t' - 1'-o'
/Stg iv/ 2-Qde /ova
MAXIMUM STORAGE LOAD PERMITTED. 50 RSF.
/ b'
(wee sas-racnil.$)
Fn`
NVOCARL
r.JitK l-a"ri:
/.O' • • 7CE I.G•Ty° 14 •
04 �` i: ..o2s - AA.•.+
• - /G' / Ob4/-715. Zips coal..
mar atearIV Not
(fr /tE/Y 4-J
C'70°" END ELEVATION W/ WINDOW Ire' -I'-o'
.2-seer mama• anomie
1215 ( •Mto11La ' / r'�clr sirxnews a roc..g berg- tsd.l•taas
goer ma az id►w. ran crtY
•
eib cleft( FAce- "1.*
"C ( /93s 4GHGOt11.0
t!", • a -.2 Sec" r'q: e1TLOe OH.
wry
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EA .
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L eaf411oN • stf e*4T: a
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SIDE ELEVATION W/O DOOR I/2
! - /1 , 3' .//2- ed.(.Ws
9112E I.N %. ._ -
riT'�G. PY LL LIK77N
t 30.0.6 }i' a 18111
ea. P61TIt Sy. Slum
last P47TO *H. 10
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DETAIL '0' lye -I'-9"
` ei,ol ` n T* s :a& tr.
DETAIL 'A' ive.1'-o• DETAIL '8' 172' -r-o'
tex4
•
w0� -164 VTO WA.Il. 'W
w /4 -iii Tbt 1�
7 _wk Ca Y. Or'
i ,•F&. . !uTri al.
9.OE %•U 6. ...are age. 16
4E'w4
DETAIL I C ' Iv2" - I'-o'
LIG.iTV.�
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otlTAIL H alt Hl�
!See ANT.
HAIL!
K 1/ • e�� c • ION'
a�r.�T_' SECTION'
flET F' 3 P!1.41,7‘44. cacrs 4254 re 2 �1u/
ac or HtaafB
a e
ea � ?.lr4. C.Amm dream OZ
" ' . M
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8 G t5GNEOUlE.
15.4T•.4al halt ary.
•••
... +.4/JLio' • M +•t rFxOS.R
• •
•
v• •
••i f 1= r_-�_ Leo 9.J.
T. °I••ce teem
t./ c -.ir_ TO 14.5.4.5 .1.1
SIDE ELEVATION W/ DOOR 8 WINDOW v2' -1'-0'
1tiJak114>2i:
a
This structure W boos designed 1. seC•tdncs with the Swath.
PI :wide Building Code 1156 Edition.
2. All material and labor shall be in accordance with the skim*
eede and all other applicable local codee.
3. Maximum storage load to be 50 p.s.t. •
4. all lumber to be southern Pine no. 1 dens. surfaced at 1S%
max. me' content. E.D. 15.
S. All skids. floor joists and floor plywood to be pressure
treated.
•
6. 411 Tiding and roofing to be 6041 - T4 aluminum alloy sad shall
be connected to the shed framing with /6 a 1" aluminum serous.
2024 -T4 alley with the following spacing:
Siding: All •rowed tw b -e., •leapt at batten w
pal
edge. 4' o-e
Root: Interior members: 4 c-c
Roof: Peripberal members: 4' c-c
7. All root connections shall Neva 20 gage galvanised steal
plates each side - .•.TOO' type or similar approved with
dimensions shown ea plan.
S. Ail corsets 10 have 14d nails et 4' 0.0. is 11e sid.wll• -and
asdw l 1..
1. Windows. doors and leeks to comply with obepter eV
LO. Cross drive anchors shall b. as manufactured by "Minute men
Anchors ". East
Plat Reek. M.C. 26726. Model no. 41 r 011-S cross dries anchor.
This anchor to be used in soils of very dense and /or cemented
seeds. coarse gr.oel and cobbles. preloaded silts. slays/
slate.and corals.' If soil conditions differ tees the above
mentioned. this engineer shall be notified before proceeding
with the work. (See schedule for qtE. required at each modal
size).
11. A11 steel bolts to be galvanized A.S.T.M. A -226 or equal.
12. This structure shall be entirely constructed on job site. All
'ht1tc. Vlstes to be pressed at factory before delivery.
13. 1/4' diameter chain to be es manufactured by: Laclede Co.,
P.O. Sox 14121. St Lets. Missouri. 631/6. Phone: (314) 57/-
1617.
DET AL. Gr
xT -s.
1400El. 14•
II tab. 4 4e:
hq"y
14.' 20 gage galvwla.d steel hurricane clip shall be
max- tactsred by Simpson Strong -Tie Connectors Co.. tug. .
•
15. Double belie eseth anchor shall be.es masutactured by: - Tie
Down Engineeriaq. Ise. 51101 Wheaten 0give. ARlente. 6A. 30354.
This anchor to be used in dense sandy'liherock fill only. it
soil.condltteug dinar Ergo tha ahwo ws:tamed. tbte engineer
shall be notified before proceeding with the work. (see
ss•dst* tar qty. reo.Lret, s1 seek mode) sit.).
tt OsMalttd shoe Mates le be ea sPasdteba d by 6WT=1a41sti4ss. M. •
7821 N.W. a7 6t. tweet R 33166 '
A. see Beare* capacity alas be 2500 pest. shdsss.
TMs ..eWSer sham be aotilfed should the ahem* r.Q.6r.s.nt
set be rospeed mitk -
APPROVED ASC01dPUYtgWITH THE
ROUTH ' • • OULI NO 000E
DATE
n
/,7 ,"
CONTROL OINSf011
19
r1 Q°OMF_
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el
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11 11 1
11 11 11 11
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it 11 11 11 1 I 1 1
II 11 11 11 11
11 11 11 11 j1 . 1
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ii 11 if II 11 1
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T v.c.lacEl 1 Max.-- ---- ----
TYPICAL SOIL ANCHOR LAYOUT - PLAN
•
•
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1 1 I ! '1 I
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(1
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I II 11 11
II II 11 11
ii
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1.I II 11 it
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See fac.•evuLO rvta 6IT•
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DETAIL
DOUBLE HELIX EARTH ANCHOR (MI -22)
EH SCHEDULE THIS SHEET FDR QUANTITY
PLAN
•
E:g3�.. viii :. . ✓�r /ii - . \�: 1. .''•Gii::
6x1.371 .1 o/1. IN/ 11k, 4 LONG.
b 4" I O" • 9:LA1,D y o•,, . w x •+1.4
MI MAx• - wtLL Q7MP 1•ILL
DETAIL :H � 1lif
LA(;. S,o1.T
' :/6 • 'm h 4' 1 -- - 1 . LA( 'CTE
3 :wT61a ••sv1 .aTE Asa;ra7RL
IONeOuLE FOR
/
DETAIL
[ 7G r'T. F1 !
•W/ 2 -Svw AILS To
jKAO HN.
a Ar'S '1"51-')
1/4'4 STEEL G1.IAINHI
SCE NOTE ,-•a. ,3 ' •,.'T: •
i �
M1NUT1• MAN iRlYJ DRWE 4►C'F1oR
p
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6
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DETAIL
MODEL SIZE & ANCHOR SPACING SCHEDULE
1111DTN
•
bL�N
4 =.�•
41
41. i•
V- 40
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1 , • •
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3 .
7 -
1.
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101
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12'I"
K1
ILTI/•
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LENGTN
lo.,.
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12
1
G1
101.0•
14
61.4•
10: .0
14
11.%0.
16
14/0"
'1010"
u =�
22 '+.•
24
w/ 2 - ,6a wJ
slxave ' +0x1^.
DATE
h
eVc a.= wavo. '
6.24109 MEAL1 &ow/T.)
�• Ali x IO•,tl,t P,I
SANS• FAQ , E+a
APPROVEDASCOUPLYINSWITH JH ?l
Sam/ atitrow cox -
Le 19 92
FIIOOIIC!
=MOIL ODIUM
Kama C...D_ COMPUINCE OfF.CE
AC..EPTANCE NO, i gaT /L• /2
TOTAL NO. OF SOIL ANCHORS (DET. M
OR CONC. EZFANSlON ANCHORS (DET. No
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
a
fo
5
CROSS DRIVE ANCHOR n'xlb' iiLO" 16+.•
Oe acssouLa TIM sNST FOR Qaa1hTT
- sin(AOR OM
)+ SEE NOTE IS ON TNT.1 (48" DH -S)
8
6
b
Z w
m
. N 17
• Q 17
W 4
• gn
a • „wo LL w
11
oow w
• <4zn • cr
(2 1.O
w al CL
D > co
ICJ 3 0
_ = CO
CO CO
xo
J 1
= • O 4
3
rn
-1 N • 4
Z
N
as
draw ') 1'10
91 -188
w sheet 2 or 2
401,-