BP-05-634 Miami Shores Village
Building`Department
�1Y 2 2005 0050 N.E.2nd Avenue, Miami Shores,Florida 33138
Tel: 305 795.2204 Fax: 305 756.8972
BUILDING Permit No.Bibs
PERMIT APPLICATION Master Permit No.
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name(Fee Sim l ' Phone#
9
Owner's Address A0,108 Ie-Ar f -V
City IV1111 ri SHQftets State F� zip 5AJ0 .2y/l
Tenant/Lessee Name Phone# /V/
Job Address(where the work is being done)
City Miami Shores Village County Miami-Dade Zip lOp�/��"y�/9
Is Building Historically Designated YES NO X
Contractor's Company Name A/d#✓Wr Phone#
Contractor's Address t--
City State Zip
Qualifier -�
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name(if applicable) /Vovy'lo' Phone#
o =' S' rt
$Value of Work For this Permit L1 Square Footage Of Work: .S`fa"�
9 g 9/-
Type of Work: ❑Addition ❑Alteration gNew ❑ Repair/Replace ❑ Demolition
Describe Work: &STi��-�- �T RpE' SEED /� E�3�e 1/A�y
Submittal Fee$ Permit Fee$ CCF$ �L t� (� CO/CC
Notary$ Training/Education Fee$ Technology Fee$� (,f
Scanning$ 46 "'+ Radon$ Zoning ------- Bond$
Code Enforcement$ ` Structural Plan Review.$
Total Fee Now Due$�1 0 ,30
(Continued on opposite side)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job,site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ✓� /� �u� Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20_,by day of 20_,by
who is pe sonally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: _ NOTARY PUBLIC:
Sign: Sign:
1 �`
Print: Print:
My Commission Exp r s: My Commission Expires.'
uau� J j oiol✓�
;e One E.Abn
APPLICATION APPROVED BY: Plans Examiner
Engineer
Zoning
chc 05/13/03
1
,
M I A M FOADE MIAMI-DADE COUNTY,FLORIDA
_ METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
Arrow Group Industries,Inc.
1101 N.4`a Street
Breese,IL 62230
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Cold Formed Steel Utility Sheds
APPROVAL DOCUMENT: Drawing No. S1,S2 and S3,titled"6' x 5',8'x 6', 8' x 8' 0' x x 8' tility
Shed",sheets S1 through S3,prepared,signed and scaled by R.T. Wharton, P.E.,dated July 14, 1998,bearing the
Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by
the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the.product or process.Misuse of this NOA as an endorsement of any
product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number Pfeceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#01-0430.04 and,consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 02-0401.03
C. Expiration Date:August 24,2006
Approval Date:May 09,2002
Page 1
ea
Miami Shores Village Building Pt4�#;
10050 NE 2nd Avenue ""`' "' ''
Phone: 305-795-2204 Permit Number: BP2005-634
AOR E '
Printed:5/12/2005 Page 1 of 1
Applicant: WILLIAM THOMAS
Owner: THOMAS WILLIAM
JOB ADDRESS: 10208 NE 4 AVE
Contractor Contractor's Address:
Local Phone:
Parcel # 1132060135101 Legal Description: 1 53 41 6 5342 MIAMI SHORES SEC 1 AMD PB 10-70 E15FT OF LOT 23 &ALL LOT
Fees: Description Amount
FEE2005-6023 Building Fee $100.00
.60 Total Fees: $109.30
$0
FEE2005-6024 CCF Total Receipts: $0.00
FEE2005-6025 Training and Education Fee $0.20 P
FEE2005-6026 Technology Fee $2.50
FEE2005-6027 Scanning Fee $6.00
Total Fees: $109.30
Permit Status: APPROVED Permit Expiration: 10/29/2005 Construction Value: $400.00
Work: SHED '
G� ^^
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself,my agent,servants or employes. 1
Signed: (Contractor or Builder) BY:
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305-795-2204
BL41dinonspection Request O,
Da ,
Type Insp'n ��
Permit No. M05-6-o3q -
Name
d J l� 'n I �
Address f OW� 1 v E / 1 l4 /`
Company r
Phone#
Inspection Date ��.,❑_/
(pprove — tl,�,
Correction G
Re-Insp'n Fee ❑
Zn
.E. 103rd STREETon
— r---
N
A L L E Y o ASPH. PAVEMENT Ln 30•
D• �. „ „ re „ es » u » » 50' 52.02 35'
W W
W 52.15 P/L --3 <- - -- ZI 12 11 10 9 8 7 6 5 4 3 2 1 m I Z
> L,J W
0.25' I (A ' . _o o > >
m Ki Q 7 Q
i, it 33 » � 50' 52.14'
'
I 29.00 N %a L 50' iti> a ss u u „ ss 50' 52.15
I� M
II, %iii ��/
Lj - 13 14 15 16 17 18 19 20 21 22 23 24im w
,.
I
w _l� N/ /N Ln Z I 15. Z
35'
U I30' '\ 50' es ss » » ss ,e v ss a 50' J
/ 52.
,/ 2.3' 29.35' Z In
A.0 N.% = W M N.E. 102nd STREET
N 4.0' ;'` ' N LOCATION M100AP I
_Q g•0' SCALE: 1 =
qi I 1 STORY
/ C.B.S.
0.08' (RESIDENCE .d+ LEGEND:
0.4' INo. 10208 25.00' AC = AIR CONDITIONER
CONC = CONCRETE
/♦
CENTERLINE
�6 _ P4CL. = CHAIN LINK (FENCE)
Z E/P = EDGE OF PAVEMENT
= FIRE HYDRANT
Lli FD = FOUND
r r�ij 1.5'j r 25.00' IP = IRON PIPE LEGAL DESCRIPTION:
I LB = LAND SURVEYOR BUSINESS THE EAST 15 FEET OF LOT 23 AND ALL OF LOT 24. BLOCK 37, OF AN
PJL = PROPERTY LINE
LI L i RLLSS = REGISTERED LAND SURVEYOR No. AMENDED PLAT OF "MIAMI SHORES, SECTION NO. 1" ACCORDING TO THE
PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE
PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA.
r' I M ti SURVEYOR'S CERTIFICATION:
I - -` 11.0'
NIN "_- WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND
�I~O = I CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY
SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY
0
' `I I-a PIL 52.27 I qF'H' _35_0 __ COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND
�D•- 5'- CONC..WA-LK-.6.7-2 SET IP & _, = GRAPHIC SCALE' SURVEYING IN THE STATE OF FLORIDA, UNDER CHAPTER 61G17-6 FLORIDA
t I LB 273 CA =:" ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES.
0 10' 20' 40' 60' NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE
jI REGISTERED LAND SURVEYOR SHOWN HEREON.
r, * f• SCALE: 1 INCH = 20 FEET THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON.
M I `(C✓ :
I _ SKETCH OF SURVEY A.R. TOUSSAINT & ASSOCIATES, INC.
- -v_.
_• 1:.._��__ .
. . ._•"-�. (:"•.:_ SCALE: 1 INCH = 20 FEET
0
ASP ALT ; A. R. TOUSSAINT & ASSOCIATES, INC. BY: PRES.
PAVEMENT N.E. 102nd STREET LAND SURVEYORS ALBERT R. TOUSSAINT
FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB-273 REGISTERED ENGINEER NO. 0939
620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 REGISTERED LAND SURVEYOR NO. 907
STATE OF FLORIDA
ORDER No. 13732 DATE: APRIL 28, 2005 FLORIDA CERTIFICATE OF AUTHORIZATION LB-273
FB: 510 PG. 44 SCALE: AS SHOWN
i -o3/e•0 x s- LC NOTES:
ANCHOR BOLTS
• C f 1 ` a O 24' Ls AX O/C. DESiGW C/XIEA/A: '
i
o u '� r t——— !r _.TIi FLORIDA BUIL["••f• COOL
a I a \ ASCE 7-88 (VAND LOADS ONLY)
f1 A Qj
a I I Law&%
mL DEAD LOADS ACTUAL LOADS
LIVE
S-51
'-5 1/2• 4• 4• 5'-11 1/4' 9 6 T1n �4' a 4' 15 PSF
6 1/2• 3��� gaTS 1MN0 LOADS. 75 ISH PER ASCE 7-88
fi-3 1/4' O FRONT ELEV MAlD/1S
FRONT ELEVATION SIDE ELEVATION ROOF PLAN REAR ELEVATION FOUNDATION PLAN PANELS- ASTM A625-76. Fy - ro KSI
CHANNELS A: OTHER MEMBERS ASTM AM?-80, Fy- 55 KSI
BOLTS & SCREWS: ASTM A101a. Fy- 30 KSI
6. X 5 BUILDING ANCHOR BOLTS: ASTM A-307
REINFORCING STEEL: ASTM A-615, GRADE 40
T-10 3/4• CONCRETE: PRODUCTREVISEDZOOO P9 AT 28 DAYS
►... ay eomplying wits tie Florida
3/e`r x 8' LC Baidiag Code
110
•03
0 ANCHOR BOLT Expiration Date p(o
n
a —
\ L.. -----�
In
0 0 ;; A a m r I I o D1 bba net Coat
I A A a I OL PRODUCT RENEWED
N
" 4'-r a �, •,ANct81«t ea Ts 1,:NDAIE 2-�- Zoo5•-fi• T-10 3/4• 10 1 1/2• d
8'-2 J/4' O FRONT ELEV.
FRONT ELEVATION SIDE ELEVATION ROOF PLAN ,EAR ELEVATION FOUNDATION PLAN TROLDP4L%M
COMPUANCE QFRM
8' X'6' BUILDING
T-10 3/4' 0 c LG
J
2M BOLTS
Q I C.
ALTERNATE ANCHOR: HILTI KVAK BMT t,
3/8•r X 5• LO CONCRETE ANCHOR W/
2 1/2• EMBEDMENT. METRO DADE COUNTY
a n ACCEPTANCE 193-0'124.04.
a
e
r n � I 1
'0 L_ - —-..J co
4'—r 7'-b• 7'-10 3 4 '� J/8•r x 8• LG APPROVED AS COMPLYING T✓<T.'d TISi
/ ' 10 1/2• 6 1/2• ANCHOR BOLTS
O FRONT ELEV SO ORIDA 8U'-LD'IN/C`C0D•e �..
FRONT ELEVATION SIDE ELEVATION ROOF PLAN oAT _ 24 11 e—t
REAR ELEVATION FOUNDATION PLAN BY
8' X 8' BUILDING 3/8•o x 8' LG PRODUCT CONTR
T-10 1/4• ' 0 " ' � ANCHOR BOLTS BUILDING CODE C.,til•:. C V.1•�CE -
O 12' MAX O/C.
ACCEPTANCE NO.
BRACE 1--- -------,
•
\ -1 a a � ,v I I o
rV a a
`i n I 3/8•r X 8• LG I 1 CAQ CUUWT�cwas a�w
a I ANCHOR BOLTS I w wiE Kwaa n
u w I O FRONT ELEV. I Kr ns arwn
L - j PLANS k ELEVATIONS
Lnie6es awt n
ILI
T-6• 9•-10 1 4•
/ /2• 6' XS', 8' Xfi', 8' XS' dc10' X8' �
--�. ... ,a-21/4• UTILITY SHEDS ..m
FRONT ELEVATION SIDE ELEVATION ROOF Pl_AN ARROW GROUP INDUSTRIES �..S&
REAR ELEVATION FOUNOATIO PLAN
1101 N. 4714 STREET
10' X 8' BUILDING BREESE. IL 62230 S 1
(618) 526-4546
WALL OR ROOF .
PANcLS .ROOF PAN()_
9 1S/32' TYP 20 910 icA'!YS WITii .. M10 INE SCREW
8' REF 1 1/4'
(8 PEi: PAN1)
L'MCn•02r \ PANE•L .0ik' j 2 ROWS 110 X 7/16' ANGLE
4 ( WALL OR ROOF MACH. SCREMrS AT 1 7/8' X 1 1/s WALL %ANit •
I 8' ON CENTER X 0.028'
i CHANNELS
i' X 4' X .023' Q — 1
1- I 28 3/4• a ^•J
SECTION _ SECTION
A
e
CHANNEL TYPICAL WALL PANEL --
CUT wsroE FLANGE
NOTE: PANEL WIDTH VARIES AT CORNER
DOOR SKIN 0.016 p•-CHANNEL 4- X 1' X 0.028•
D 1--CHANNEL 2' X 1' X 0.023•
4• X 1 1/2- X a0ti0' CHANNEL. •
0.030' ZEE
. C ,, _ WALL PANEL
0 SCREWS
-MND 2' X V X 0.023• 0.030. ZEE l8 PANEL)ANE1) Nur WALL CHANNEL
�P mss) 0023• JAMB �8 tfio X I ) FLOOR FRAME(0.02a) CORNER CONNECTION
' h
2' THICK DOWni
d ss r SPACER SECTION F
. 1I
IFL
DOOR 1
(LOIr DOOR SKIN HNdGE$ (2 TOTAL) PIN /--FLOOR FRAME (0.028
L1 WITH 6 - 3/16' FLAT HO / 3/t!'A ANCHOR BOLTS
't MACHINE SCREWS AND NUTS
53 I( (SEE FOUNOATM PLAN ANO
ss
Q ANGLE " SECTIQX FOR �'
113 - 0.060- ATERNATEAHOR. 6PRODUCTRENEWID LCX
SECTION
SECTION �++OMMANCENo. i c) 3 a. 01�
SECTION .t
s2 s2 sz EXPIRA(lON DATE G� Z'11 Z o c.)
2 x 1 CHANNEL 3/8'0 X 6' LONG ANCHOR DY
L3 1/6• 4023' THICK BOLTS AT 24' O.C. AT SLOE AND BACK ItR NI•ROL QjVMM
(TYPICAL) WA115. 12' MAX, O.C. AT FRONT WALL auw)mcwE(Xxu A"mOm=
ALTERNATE ANCHOR: HILTI KWIK BOLT N.
3/5.0 X 5- LG CONCRETE ANCHOR W/ ROOF NROOF
PRODUCT REVISED
DOOR ELEVATION 2 1/2• DA)EDMENT. �ttTRO oAOE COUNTY sa Plying with �
ACCEPTANCE 193-0224.04.
0 MACHINE SCREWS �8 C�
AecspW«No O
6 x 6 - 10/10 WE'1DED WIRE MESH T NEA1>CAL EIpisation Date
F"SH GRADE ALT. - 13 BARS AT 18' O.C: EA. WAY L 1• X 1' ANGLE GABLE
BRACE APANl1 RETURN
BEAMS dNLY »taade ct Costrd
PANEL w10TH VARIES MACHINE UiYbion
co8 X'--� +
SZ • r --�
07
_ APPROVED AS COfP.PIY'NG P::il{ Tn'E fT)
' SECTION
H SOUTH fl DA BU?�Ou C(��E =•..
^ 52
DAT ---dr )�-�=- �•.•i
BY
1.�. 14 BARS CONT.
PRO L !. '
/10 x i/2' SCREWS ROOF B a MACHLNE SCREWS BUILDING CODE COMPL"eANCE MICE 7
18 EA PANEL A f4 T°T ACCEPTaICE N0.q� a//3' 3
N SECTION C All,
BOLT VERTICAL
I ANGLE TO CABLE
io S2 PANEL RETURN
p0 x 7116' MACHtNE L 7/8' 1 1/6' X .02r .016' THICK
SCREW W/NUT2 EA PANEL 110 x 1/2' SCREW ••a n0.L 1 7/8' X 1 1/4' X.028' IgrE
no x r SCREWS SECTIONS & DETAILS
or CORNERS
PPSECTION ,.omm
0 s2 6' X 5'. 8' X 6', 8' X 8' & 10' X 8' •Z
a UTILITY SHEDS 12-12-17
TYPICAL PANEL m„_.,„
FASTENER ELEVATION ARROW GROUP INDUSTRIES
1101 N. 47H STREET .
BREESE. IL 62230 J L
018)•526-4546
/10 X 1/2 SCREW At IFFr DOOR/9' x .060 '
TYPICAL NEAR SIDE 2 X t X 0.023' CHANNEL L i s/a'x 2' X .030' ,
AND FAR SXR
AT RICK DOOR
N0. 10 X 1/2- SCREWS 10 NO. 10 X 7/16' 2 X 1 X 0.023' CHANNEL
5 AT SIDES AND MACH. SCREWS I
4 AT TOP ANO BOTTOM TOTAL-
2' X 1' CHANNEL
.023' Bloc
No. 10 X 1/2' SCREWS
0.016' DOOR SIGN 5 AT EACH SIDE 0.016' DOOR SKIN
DETAIL ,;..
SECTION K SECTION c
V X,I/r CHANNEL (DOOR JAMB)
L1 1/4' X3'X1 1/r LONG X .034.
VAYH 4- N0. 10 SCREIMS
P FLOOR FRAME (.028
S3
R 4'x L x .o2a CHANNFI Q
� r x 1' x .oz3 atAra+Et. s3
I' x 2.7m� x 1.053• x .Dao•
DOOR JAMS TRIM NO. 10 SCREW
fu NOTCH FOR DOOR JANE '
s3
NO. Io saaw w® As REQUIRED I
WALL PANEL
O&e ZEE I .030' ZEE
4• X 1 1/2' X .060 CHANNEL
SECTION oT COWTRIM
IM
FOFOR
N �—ZEE DDDR TRIMNOT SHOW4 FOR
CLARTY S3 CLARITYSECTION Q SECTION R
53 -�
L 1 1/4' X 3' X 1 1/2' LONG X.034
1111H 4- N0. 10 SCREWS
1' X 2701' X 1.053' X.030' t' X 2.701' X 1.053' X .030'
DOOR JAMS TRIM P 11 DOOR JAMS TRIM
s, S3
4' X 1/2' CHANNEL(DOOR JAMB)
S3 11N N APPROVED AS COMPLYING :LTH TN7
COPE "AMSOUTH LOA BUILDING 4hDf:
L 1 1/4' X 3' X 1 1/2' LONG X .034
uum
--- va1H 4 - Na to SCREWS DAT of3_
BRODUCT REVISED BY
as emptyI=whb the ff?f OMSFRO C
N0. 10 SCREW Cade
Acceptancelto 02- •03 BUILDING ME COMPUANCE li IME
FLOOR FRAME(.025-) lEmaratioo Date 2 (o %CCEPTANCE N0.
f9
SECTION . r t1 coa
SECTION P Division
sw KV SLUM-OW Dawn maAMMU atia
PRODUCT RENMED aA
,m,� .�..
AOCErrANCE 9, I is¢�3 0 . o SECTIONS & DETAILS "°"�
• ION. DA,E o�24- 7,00 6 .,..�,
/.� 6' xs', 8' xs', B' xs' a� 1a' xa'
- UTIUTY SHEDSBy
r,!Z NTRa.DIVISION :_�:-•'
BALMO CODE OOMMANCE OrMS ARROW GROUP INDUSTRIES
1101 N. 4TH STREET S
BREESE. IL 62230
(618) 526-4546