BP2002-1830m
m
/)
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 10 /24/2002
Applicant: CARLA
Owner: PETERS
JOB ADDRESS: 63
Contractor
Local Phone:
Parcel # 1132060130120
NE 91
Building Permit
Permit Number: BP2002 -1830
PETERS
CARLA
ST
Contractor's Address:
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 19 & 20 BLK 1 LOT SIZE 100.000
Fees: Description Amount
FEE2002 -6046 CCF $0.60
FEE2002 -6047 Building Permit Application Fee $60.00
FEE2002 -6048 Buildier's Bond $300.00
Total Fees: $360.60
Total Fees: $360.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 4/22/2003 Construction Value: $1,000.00
Work: SHED
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the
ordinances pertaining thereto and with the understanding that the work will be perfo
and approved by the proper municipal authorities. This Permit may be revoked at a
authorization. A further condition upon which this permit is granted is the understan
ordinances and regulations pertaining to the work covered hereby whether shown o
by his agents, servants or employees.
�'����
Signed: (INSPECTOR)
In consideration of ssuance to me of this permit, I agree to perform the work
with the plans, draw gs, ptatements or specifins submitted to the proper autho
myself, my agent, ervants or employes.
Signed: ` ` (Contractor or B
FLORIDA PROFESSIONAL SERVICES, INC
100 N.E. 89TH ST.
EL PORTAL FL 33138
For
.•nr r'rl r, ]' '3u n.o t 1 inn 1 CDCn. 1 3 I
Date !1
3321
63- 1037/660
11
Pay to the //f4' - e :TgorG =S I $
Order of �� G
' iLe
ee" f Dollars 8
• V COMMERCIAL BANK OF FLORIDA
HIallandale orrice
1448 East Hallandale Beach Blvd., Hallandale, Fl 33009
MIAMt•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Arrow Group Industries, Inc.
1101 N. 4 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. S I, S2 and S3, titled "6' x 5', 8' x 6', 8' x 8' & 10' x 8' Utility
Shed ", sheets SI 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 Noticc 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 bcen 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 causc for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc 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 thc job site at thc 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.
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2903
NOA No 02 -0401.03
Expiration Date: August 24, 2006
Approval Date: May 09, 2002
Page 1
L
r
1
1
1
1
1
1
1
O
1
1
1
1
16,50' ASPHALT PAVEktalT
t om_
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•
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20'
•
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66,
0
PROJECT DATA
mums
LOT AREA � FM.
rA LMO Cur+a _oar
FRONT YARD AREA - p11.
LIST OF DRAWINGS
vr�
"G Le -fq
Q
`I c(
s6 v1-).- j /!x4
v
.uorm/isacA PROrCSLD
SOS NAY
SITE PLAN
Al FLOOR PLAN & ELECTRICAL DATA
A2 ELEVATIONS. DOOR SCHEDULE. NOTES
AS WALL SECTION
A4 DOOR DE TAILS
t-
S1 STRUCTURAL FOUNDATION PLAN & WIND PRESSURES
S1 STRUCTURAL DETAILS & SECTIONS
Si STRUCTURAL NOTES & SPECIFICATIONS
(_% OF EfOSTWD) - mi.
(_X OF YARD) _ ma.
LJ
m
SCALE
W
V1
3
SEAL
SHEET
LA
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D
9• -10 1/4'
c
7.,3--..
!SOLE 03.1.17 .Ma.S
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ac
ntww
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NKr Me
PLANS & ELEVATIONS
1C4A1
air - •-a-
8' X 6', 8' X 8' & 10 X 8'
U11UTY SHEDS
OWN Pa
'c`a
WO
12 -12-.7
ARROW GROUP INDUSTRIES
1101 N. 411-1 STREET
BREESE. IL 62230
(618) 526 -4546
,1,_...
^
` ` J
11! ,.:,
- - - - C 1
GD •',
D
9• -10 1/4'
c
Val
,
.1-•4 1
11! ,.:,
- - - - C 1
GD •',
D
9• -10 1/4'
FRONT ELEVATION
7-10 1/4'
FRONT ELEVATION
7 -10 3/4"
at
A
FRONT ELEVATION
FRONT ELEVATION
SIDE ELEVATION
6' X 5' BUILDING
SIDE ELEVATION
8' X 6' BUILDING
8' X 8' BUILDING
SIDE ELEVATION
10' X 8' BUILDING
SIDE ELEVATION
ROOF PLAN
7-10 3/4'
_ ROOF PLAN
ROOF PLAN
A L &A
ROOF PLAN
REAR ELEVATION
6 i t /2
:EAR ELEVATION
6 -3 1/4'
FOUNDATION PLAN
REAR ELEVATION
REAR ELEVATION
3/8'0 X 8' LC
ANCHOR BOLTS
0 24' MAX 0/C.
3/8'1 X 8' LC
1/2 /WC}40R BC.TS
0 FRONT ELEV.
3/8 X 8" LC
ANCHOR BOLTS
0 24' MAX 0/C.
FOUNDATION PLAN
/2 - •3/8'• X I1' LC
ANCHOR BOLTS
0 FRONT ELEV.
3/8 X 8" LC
ANCHOR BATS
0 24' WAX 0 /C.
FOUNDATION PLAN
FOUNDATION PLAN
1/2'
3/8'0 X 8" LC
ANCHOR BOLTS
0 FRONT ELEV.
NOTES:
OE CN CRIIEAU:
:':'„7m FLORIDA OL1U " " COOF
ASCE 7 -88 (WN0 LOADS ONLY)
L OADS
OEAO LOADS:
UVE LOADS
HIND LOADS:
LA 7FftGL
ACTUAL LOADS
15 PSF
75 MPH PER ASCE 7 -88
PANELS: ASTM A625 -76, Fy - 50 KS1
CHANNELS & OTHER MEMBERS AS111 A5127 -80, - 55
80U & SCREWS ASTW A1018, Fy Fy - 30 K9 KSI
ANCHOR 80L1S AS1I4 A -307
REINFORCING STttt: AS A -615, CR ADE 40
CONCRETE: 2000 P AT 28 DAYS
PRODUCT REVISED
to co with the Florida
Baiding Code
Aatptaace No i - • • •03
Expintioa D :te • AIM O(o
_ /441..° t�tA
Dirbloa
PRODUCT RENEWED
ITANCB xo. 01 - O • 3 G . G ¢
EXPIRATION DATE b ? 4 ZOO t
N i (�
By
PROD(.
B11I1DfNO
act Coat
TROL DIVISION
COMPLIANCE Ofl'ICS
• ALTERNATE ANCHOR: HILT1 KYAK 80LT 1.
3/8 "• X 5' LC CONCRETE ANCHOR W/
2 1/2' D 8EDWENT, METRO OADE COUNTY
ACCEPTANCE /93- 0224.04.
APPROVED AS COMPLYING WW.1 TF:i
SOUT ORIDA BU:LD:NG COLt
OAT c2 19 1
BY
PRODUCT Cu.:TN
BUILD:KC CCJE C.;Ai:•! .C�� 1':}■CE
ACCEPTANCE NO. _ ", i �'41.3
•
/10 X 1/2' SCREWS
18 EA PANE1.
/10 X 7/16' MACHINE
SCREW w/ NUT
2 EA PANE.
110X1
AT t:ORHE3tS
OF PANEL
CHANNEL
r ocCK SKIN 0.016"
DOOR ELEVATION
HINGE
(TIP 2
PLACES)
2 X 1 CHANNEL
0.023' THCK
(TYPICAL)
PANEL WAO114 VARIES
N
0
TYPICAL PANEL
FASTENER ELEVATION
3 15/32' TIP
0.a30' ZEE
2'X1'X0.023'
0.016' DOCKS<v
8' REF 1 1/4
28 3/4'
TYPICAL WALL PANEL
NOTE: PANEL WIDTH VARIES
MIS{ GRADE
0
SECTION
HINGES (2 TOTAL)
MATH 6 - 3/16' FLAT HO
MACHINE SCREWS ANO NUTS
0.023' JAMB
I /
PANG THICKNESS .016' 1 1 /1
1
X 1 1/2' X 0.060' CHANNEL
ANGLE 2' X
1 3/8' x 0.060'
3/8'. X 8' LONG ANCHOR
BATS AT 24' 0.C. AT SOE ANO BACK
WADS, 12' MAX 0.C. AT FRONT WALL
AL TERNATE AN CHOR HILT1 K1KK BOLT II.
3/8". X 5' LG CONCRETE ANCHOR W/
2 1/2' EMBEDMENT. METRO DADE CQINTY
ACCEPTANCE 03- 0224.04.
SECTION
14 BARS CANT.
6 X 6 - 10/10 MELDED WIRE MESH
ALT. - 13 BARS AT 18' 0.C. EA WAY
SECTION
ESP
WALL OR ROOF
PANas •ROOF PANEL
WALL OR ROOF
CHANNELS
1'X4' X .023'
ROOF
SECTION
— CHANNEL_ 4' X 1' X 0.028'
—CHANNEL. 2" X 1• X 0.023'
0.030' ZEE
2' THICK DOOR
FLOOR FRAUE (0.028')
L 1" X 1' X .028"
BRACE AT ROOF
8CM S ONLY W /(I0
MACHINE SCREWS & NUTS
SECTION
L 7/8' 1 1/8' X .028"
/10 X 1/2" SCREW
l 1 7/8' X 1 1/4' X .026' WALL ANGLE
SECTION
2 ROWS 00 X 7/16'
MACH. SCREWS AT
8' CH CENTER
(8 SCRERS
PER PANEL)
(2 PDX1')
(6 (10 x 1/2")
SECTION
0 MACT4a4E SCREWS
T VERTICAL
ANGLE TO CABLE
PANEL RETURN
110 MACHINE SCREWS
4 TOTAL)
(KIT VERTICAL
ANGLE TO CABLE
PANEL RETURN
.018' T190(
SECTION
SPACER
n
s2
WALL PANEL
NUT
FLOOR FRAME (0.028')
3/8'. ANCHOR BOLTS
(SEE FOUNDATION PLAN ANO
SECT10Y FOR REQUIREMENTS)
ALTERNATE ANCHOR: 3/8'.
HILTI CONULM= ANCHOR
PRODUCT REVISED
as cumplyIng with the Florids
Bnicllag Code
ALNxeptau« no o - .� • . 0 3
EIpir2tioa Date • i7F f o .
Lanai Dade . aict Control
Division
/10 IINE SCREW
MA rrn .. ,
CUT INSIDE FLANGE
AT CORNER
WALL CHANNEL
CORNER CONNECTION
SECTION
PRODUCT RENEWED
ACCEPTANCE No. C i •- () / 3 0 , 0 1�
EXPIRATION DATE G
Z C) K16
By /Irv(
PlLO ROL DEMON
BUILD1240 CODE (.X 1 IANCt OFFICE
APPROVED AS COMP' V:::1( Th•E
SOUTH FLO 0A. BU L0 '.GG �
DAT - "t! 1 c.'12--
BY
PRO
BUILDING CODE CCMPL:ArCE Orrl• ;E
ACCEPTANCE NO. qY 0//3' D 3
.S
52
a
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'-7)
J
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I
SIM
el
1
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P
WIZ COATI .[Y.CV.
.cro
OArt
,C••KIN,
n
-
111417 WILL
SECTIONS & DETAILS
•CAJ.
NC
6' X 5 8' X 6', 8 X 8' & 10' X 8
UTILITY SHEDS
t '' O
"'"
tt -1:_u
ARROW GROUP INDUSTRIES
1101 N. 4TH STREET
BREESE. IL 62230
( 618). 526 -4548
2
•
/10 X 1/2' SCREWS
18 EA PANE1.
/10 X 7/16' MACHINE
SCREW w/ NUT
2 EA PANE.
110X1
AT t:ORHE3tS
OF PANEL
CHANNEL
r ocCK SKIN 0.016"
DOOR ELEVATION
HINGE
(TIP 2
PLACES)
2 X 1 CHANNEL
0.023' THCK
(TYPICAL)
PANEL WAO114 VARIES
N
0
TYPICAL PANEL
FASTENER ELEVATION
3 15/32' TIP
0.a30' ZEE
2'X1'X0.023'
0.016' DOCKS<v
8' REF 1 1/4
28 3/4'
TYPICAL WALL PANEL
NOTE: PANEL WIDTH VARIES
MIS{ GRADE
0
SECTION
HINGES (2 TOTAL)
MATH 6 - 3/16' FLAT HO
MACHINE SCREWS ANO NUTS
0.023' JAMB
I /
PANG THICKNESS .016' 1 1 /1
1
X 1 1/2' X 0.060' CHANNEL
ANGLE 2' X
1 3/8' x 0.060'
3/8'. X 8' LONG ANCHOR
BATS AT 24' 0.C. AT SOE ANO BACK
WADS, 12' MAX 0.C. AT FRONT WALL
AL TERNATE AN CHOR HILT1 K1KK BOLT II.
3/8". X 5' LG CONCRETE ANCHOR W/
2 1/2' EMBEDMENT. METRO DADE CQINTY
ACCEPTANCE 03- 0224.04.
SECTION
14 BARS CANT.
6 X 6 - 10/10 MELDED WIRE MESH
ALT. - 13 BARS AT 18' 0.C. EA WAY
SECTION
ESP
WALL OR ROOF
PANas •ROOF PANEL
WALL OR ROOF
CHANNELS
1'X4' X .023'
ROOF
SECTION
— CHANNEL_ 4' X 1' X 0.028'
—CHANNEL. 2" X 1• X 0.023'
0.030' ZEE
2' THICK DOOR
FLOOR FRAUE (0.028')
L 1" X 1' X .028"
BRACE AT ROOF
8CM S ONLY W /(I0
MACHINE SCREWS & NUTS
SECTION
L 7/8' 1 1/8' X .028"
/10 X 1/2" SCREW
l 1 7/8' X 1 1/4' X .026' WALL ANGLE
SECTION
2 ROWS 00 X 7/16'
MACH. SCREWS AT
8' CH CENTER
(8 SCRERS
PER PANEL)
(2 PDX1')
(6 (10 x 1/2")
SECTION
0 MACT4a4E SCREWS
T VERTICAL
ANGLE TO CABLE
PANEL RETURN
110 MACHINE SCREWS
4 TOTAL)
(KIT VERTICAL
ANGLE TO CABLE
PANEL RETURN
.018' T190(
SECTION
SPACER
n
s2
WALL PANEL
NUT
FLOOR FRAME (0.028')
3/8'. ANCHOR BOLTS
(SEE FOUNDATION PLAN ANO
SECT10Y FOR REQUIREMENTS)
ALTERNATE ANCHOR: 3/8'.
HILTI CONULM= ANCHOR
PRODUCT REVISED
as cumplyIng with the Florids
Bnicllag Code
ALNxeptau« no o - .� • . 0 3
EIpir2tioa Date • i7F f o .
Lanai Dade . aict Control
Division
/10 IINE SCREW
MA rrn .. ,
CUT INSIDE FLANGE
AT CORNER
WALL CHANNEL
CORNER CONNECTION
SECTION
PRODUCT RENEWED
ACCEPTANCE No. C i •- () / 3 0 , 0 1�
EXPIRATION DATE G
Z C) K16
By /Irv(
PlLO ROL DEMON
BUILD1240 CODE (.X 1 IANCt OFFICE
APPROVED AS COMP' V:::1( Th•E
SOUTH FLO 0A. BU L0 '.GG �
DAT - "t! 1 c.'12--
BY
PRO
BUILDING CODE CCMPL:ArCE Orrl• ;E
ACCEPTANCE NO. qY 0//3' D 3
.S
52
a
0)
'-7)
J
.r /c of —,r
I
SIM
el
1
r
•
/10 X 1/2' SCREWS
18 EA PANE1.
/10 X 7/16' MACHINE
SCREW w/ NUT
2 EA PANE.
110X1
AT t:ORHE3tS
OF PANEL
CHANNEL
r ocCK SKIN 0.016"
DOOR ELEVATION
HINGE
(TIP 2
PLACES)
2 X 1 CHANNEL
0.023' THCK
(TYPICAL)
PANEL WAO114 VARIES
N
0
TYPICAL PANEL
FASTENER ELEVATION
3 15/32' TIP
0.a30' ZEE
2'X1'X0.023'
0.016' DOCKS<v
8' REF 1 1/4
28 3/4'
TYPICAL WALL PANEL
NOTE: PANEL WIDTH VARIES
MIS{ GRADE
0
SECTION
HINGES (2 TOTAL)
MATH 6 - 3/16' FLAT HO
MACHINE SCREWS ANO NUTS
0.023' JAMB
I /
PANG THICKNESS .016' 1 1 /1
1
X 1 1/2' X 0.060' CHANNEL
ANGLE 2' X
1 3/8' x 0.060'
3/8'. X 8' LONG ANCHOR
BATS AT 24' 0.C. AT SOE ANO BACK
WADS, 12' MAX 0.C. AT FRONT WALL
AL TERNATE AN CHOR HILT1 K1KK BOLT II.
3/8". X 5' LG CONCRETE ANCHOR W/
2 1/2' EMBEDMENT. METRO DADE CQINTY
ACCEPTANCE 03- 0224.04.
SECTION
14 BARS CANT.
6 X 6 - 10/10 MELDED WIRE MESH
ALT. - 13 BARS AT 18' 0.C. EA WAY
SECTION
ESP
WALL OR ROOF
PANas •ROOF PANEL
WALL OR ROOF
CHANNELS
1'X4' X .023'
ROOF
SECTION
— CHANNEL_ 4' X 1' X 0.028'
—CHANNEL. 2" X 1• X 0.023'
0.030' ZEE
2' THICK DOOR
FLOOR FRAUE (0.028')
L 1" X 1' X .028"
BRACE AT ROOF
8CM S ONLY W /(I0
MACHINE SCREWS & NUTS
SECTION
L 7/8' 1 1/8' X .028"
/10 X 1/2" SCREW
l 1 7/8' X 1 1/4' X .026' WALL ANGLE
SECTION
2 ROWS 00 X 7/16'
MACH. SCREWS AT
8' CH CENTER
(8 SCRERS
PER PANEL)
(2 PDX1')
(6 (10 x 1/2")
SECTION
0 MACT4a4E SCREWS
T VERTICAL
ANGLE TO CABLE
PANEL RETURN
110 MACHINE SCREWS
4 TOTAL)
(KIT VERTICAL
ANGLE TO CABLE
PANEL RETURN
.018' T190(
SECTION
SPACER
n
s2
WALL PANEL
NUT
FLOOR FRAME (0.028')
3/8'. ANCHOR BOLTS
(SEE FOUNDATION PLAN ANO
SECT10Y FOR REQUIREMENTS)
ALTERNATE ANCHOR: 3/8'.
HILTI CONULM= ANCHOR
PRODUCT REVISED
as cumplyIng with the Florids
Bnicllag Code
ALNxeptau« no o - .� • . 0 3
EIpir2tioa Date • i7F f o .
Lanai Dade . aict Control
Division
/10 IINE SCREW
MA rrn .. ,
CUT INSIDE FLANGE
AT CORNER
WALL CHANNEL
CORNER CONNECTION
SECTION
PRODUCT RENEWED
ACCEPTANCE No. C i •- () / 3 0 , 0 1�
EXPIRATION DATE G
Z C) K16
By /Irv(
PlLO ROL DEMON
BUILD1240 CODE (.X 1 IANCt OFFICE
APPROVED AS COMP' V:::1( Th•E
SOUTH FLO 0A. BU L0 '.GG �
DAT - "t! 1 c.'12--
BY
PRO
BUILDING CODE CCMPL:ArCE Orrl• ;E
ACCEPTANCE NO. qY 0//3' D 3
.S
52
a
0)
'-7)
J
e
WALL PANEL
L 1 1/4• x 3• X 1 1/2' LONG X .034
I1 N 4 - N0. 10 SCREWS
1' x 2.701' X 1.053' X .030'
DOOR JAMB TRIM
DETAIL
4' X I/2- CHANNEL (DOCK .W18)
L 1 I /4' X r x 1 1/2' LONG X .034
WITH 4 - NO. 10 SCREWS
SECTION O
53
SECTION O
s,
110 X 1/2 SCREW
TYPICAL NEAR S0E
ANO FAR SIDE
FLOOR FRAME (.0281
1' X 2.701' X 1.053 X .030'
DOOR JAMB TRW
FLOOR FRAME (.026')
SECTION
2 X 1 X 0.023' CHANNEL-
0.016' DOOR SON
SECTION O
1' X 2.701' X 1.053 X .0.30'
DOOR JAMB TRIM
NO. 10 X 1/2' SCREWS
5 AT SIDES ANO
4 AT TOP ANO BOTTOM
NO. 10 X 1/2' SCREWS
5 AT EACH SIDE.
4' X 1/2' OIAWIFL (DOOR JAMB)
1. 1 1/4' X 3' X 1 1/2' LONG x .034
MITH 4- NO. 10SCREWS
N0. 10 SCREW
IO N0. 10 X 7/16'
MAQI. ;,CREWS
T3:AL-
ZEE COOK TR01
NOT 94014 FCR
CU. %IY
L 1 1/2' X 2 1/8' X .060
AT LEFT DOOR
A
1. 1 % /8' X 2• X .030'
TRICHTOOOR
SECTION O
ss
4' X 1' X .028 CHANNEL
SECTION O
2 X 1 X 0.023' CHANNEL
0.016' DOOR SKKIN
2' X 1' X .023 CHANNEL
N0. 10 SCREW
NOTCH FOR DOOR JAMB
COPE WEB AS REOUIRED
4• x 1 1 /2' x .060 CHANNEL
PRODUCT REVISED
as 000ptytai wttit Me Florida
�„ No 02- • •,• .03
Exp[ratioo D> AIM • (o
B i
I •
Division
ED
BY
rt - !YTROLDIVISION
BUILDING CODE COMPLIANCE OPTICS
SECTION O
PRODUCT RENEWED
.rrANCE NG. 01 -- 0430 0 4-
;TtO`1DATE 3/ 4
+✓ v
200 6
T
.030' ZEE
ZEE 0008 TRIM
NOT SHOMN FOR
CLARITY
APPROVED AS COMPLYING ttITI{ TN:
SOUTH
DAT
BY
IDA BUILDING G3D1: �p
Gig •r
FRG' C � 1 S
UUII DiHG 'OE COMPtJ4CE
`.CCEPTANCE NO q 23//3.°
1
0-IS -A
a II7
KY C�M.a - OC OpI1 KA. J
W
.04
—
a=
•=7 nth
SECTIONS & DETAILS
wrai
1104(
OM) 8' X 6'. 8' X 8' SC 10 X 8'
UTIUTY SHEDS
W. Iv
'c'"
we
12-u -n
ARROW GROUP INDUSTRIES
1101 N. 4TH STREET
BREESE, IL 82230
(618) 526 -4546
W•• Ip
e
WALL PANEL
L 1 1/4• x 3• X 1 1/2' LONG X .034
I1 N 4 - N0. 10 SCREWS
1' x 2.701' X 1.053' X .030'
DOOR JAMB TRIM
DETAIL
4' X I/2- CHANNEL (DOCK .W18)
L 1 I /4' X r x 1 1/2' LONG X .034
WITH 4 - NO. 10 SCREWS
SECTION O
53
SECTION O
s,
110 X 1/2 SCREW
TYPICAL NEAR S0E
ANO FAR SIDE
FLOOR FRAME (.0281
1' X 2.701' X 1.053 X .030'
DOOR JAMB TRW
FLOOR FRAME (.026')
SECTION
2 X 1 X 0.023' CHANNEL-
0.016' DOOR SON
SECTION O
1' X 2.701' X 1.053 X .0.30'
DOOR JAMB TRIM
NO. 10 X 1/2' SCREWS
5 AT SIDES ANO
4 AT TOP ANO BOTTOM
NO. 10 X 1/2' SCREWS
5 AT EACH SIDE.
4' X 1/2' OIAWIFL (DOOR JAMB)
1. 1 1/4' X 3' X 1 1/2' LONG x .034
MITH 4- NO. 10SCREWS
N0. 10 SCREW
IO N0. 10 X 7/16'
MAQI. ;,CREWS
T3:AL-
ZEE COOK TR01
NOT 94014 FCR
CU. %IY
L 1 1/2' X 2 1/8' X .060
AT LEFT DOOR
A
1. 1 % /8' X 2• X .030'
TRICHTOOOR
SECTION O
ss
4' X 1' X .028 CHANNEL
SECTION O
2 X 1 X 0.023' CHANNEL
0.016' DOOR SKKIN
2' X 1' X .023 CHANNEL
N0. 10 SCREW
NOTCH FOR DOOR JAMB
COPE WEB AS REOUIRED
4• x 1 1 /2' x .060 CHANNEL
PRODUCT REVISED
as 000ptytai wttit Me Florida
�„ No 02- • •,• .03
Exp[ratioo D> AIM • (o
B i
I •
Division
ED
BY
rt - !YTROLDIVISION
BUILDING CODE COMPLIANCE OPTICS
SECTION O
PRODUCT RENEWED
.rrANCE NG. 01 -- 0430 0 4-
;TtO`1DATE 3/ 4
+✓ v
200 6
T
.030' ZEE
ZEE 0008 TRIM
NOT SHOMN FOR
CLARITY
APPROVED AS COMPLYING ttITI{ TN:
SOUTH
DAT
BY
IDA BUILDING G3D1: �p
Gig •r
FRG' C � 1 S
UUII DiHG 'OE COMPtJ4CE
`.CCEPTANCE NO q 23//3.°
1
- Yv
f 7
W ZZ= .IIA
S
NOT vALl0 Ur10ESS Eu9oSSEG wl • H
SURVEYOR'S SEAL •
REVISED:
.36'
-stezey
•
BOUNDARY SURVEY
WE ARE NOT RESPONSIBLE
LEGEND . FIP= Found Iron Pipe
S.P.C. = SET 1 /2 " PIN S CAP LB4789 F N/D =Fount "ail & Disc
S.PCP= SET PERMANENT CONTROL POINT LB4789
CENTERLINE. P /L= PROPERTY LINE. 0 /L= ON LINE
M.H.= MANHOLE. WM= WATER METER. PP= POWER POLE
F.C.= FENCE CORNER. R= RECORD. M= MEASURED
CHAIN LINK WIRE FENCE=
MASONRY WALL • - -
W000 FENCE= 1 — - •
CONCRETE= %•
MAINTENANC OR D RENAG E EASENF.Yl =��D. E.
FOR SET BACK VIOLATIONS
EIevs :ions based cr.
CBM #
Elev. NGV D:IU -.
Locator Index T
NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY.
1) Record and measured calls are In substantial agreement. 2) Bearings, if shown are based on Plat data. :} The lands
shown hereon were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he same, if
any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not
located. • 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the fens :e. 7) Wall
Ties to the face of the Wall. 8 B ivi EARING f -SHOti _ ARE RE TO AN ASSUMED V,aI.GE SAID FB F ?GE
•
CERTIFIED TO: CARLA PETERS, 63 N.E. 91ST ST., MIAMI SHORES, FLORIDA
33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND,
INC., BANKUNITED, F.S.B., ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.,
FIRST UNION MORTGAGE CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.
LEGAL DESCRIPTION: LOTS 19 & 20
AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1
OF SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK -10 AT PAGE 70
OF THE PUBLIC RECORDS OF MIAMI —DADE !COUNTY, FLORIDA..
I HEREBY CERTIFY That the survey represented
hereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments. overlaps. easements
appearing on the plat or . visible easements other
than as shown hereon
ADIS N. NUNEZ
Regis:eredLand Surveyor No. 5924
S :ate of Florida
L C T O N S K E T C H
SCALE: NTS
FLOOD ZONE:
VET .
DATE:
/7 _ -7 —00
SINCE 1987
BLANCO SURVEYORS ners INC I� 0007059
Engineers • Land •
555 NORTH SHORE DRIVE
MIAMI BEACH FL. 33141
(305) 865 -1200
0 093
SCALE:
1". 20'
Fax ( 305)865 -7 ,
SUFFIX: :J DATE: 7-17-95 BASE :M'A
R�z
•. to A
I
T
DWN. BY:
F.'S1Ar4 CO
BLOCK 1
JOB No.
00— l 9 (.3
ELECTRICAL
TYPE.
Minimum Fee
QTY.
TYPE
Dryer
QTY.
'fl'1'E.
Outlet, Appliance
QTY.
Tl'PI
Service Repair
QTY.
A/C Central 1 -3 Ton
Cooling Tower
Fan
Outlet, Wall
Service, Temporary
A/C Central 4 -7 Ton
- Paint Booth
Fire Pump
Ventilation, Cost
Outlet, Switch
Air Handler, Tons
Signs
Ductwork, Cost of
A/C Central 8 -15 Ton
Fixture - Fluorescent
Oven
Space Heater (kw)
- Process/Pressure Piping
A/C Central 16-20 Ton
Fixture Light
Bath Fan - Vented, #
Parking Lot Lights
Fireplaces, Number of
Spas/Hot Ribs
A/C Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Closet
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
Water Heater
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Heater New
NIECHANICAL
TYPE
Minimum Fee
QTV
TYPE
Condensate Drain
QTY 'I'YI'E
Generator
QTY
TYI'E
Refrigeration, Tons
QTY
A/C Central, Tons
Bath Tub
Cooling Tower
Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
- Paint Booth
Filter Replace
Ventilation, Cost
Pool Piping
Air Handler, Tons
Sprinkler Repair
Ductwork, Cost of
- Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
- Process/Pressure Piping
Cap - Water
Gas - Appliance
Bath Fan - Vented, #
Pump, Domestic
Fireplaces, Number of
Pressure Vessel
Cap - Sewer
PLUMBING
.t_YI,I,
A/C Condensate
O'F'V
.
Drains, Roof
Q -
.1.x.1,1,;
Miscellaneous Fixture
Q F't'
- 1-x. 1,1,;
Soakage Pit
QTY.
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
Dishwasher
Indirect Wastes
Relay Repair
Vacuum Pump
Disposal
Interceptor
Roof Inlet
Water Closet
Domestic Well
Laundry Tray
Septic Connection
Water Heater
Drainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
Drains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 2
IMPORTANT NOTICES
1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department'(MDWASD) approvat is requirec( applications involving sewers.
A FFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the. OWNER of the property, eerti that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that.separaie permits
are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENC1✓, • DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Choosing a Contractor.
STATE F FLORIDA, COUNTY OF MIAMI -DADE
Signature of wner
Carla Peters
Print Name
S .m to a subscribed before me this
Signat
SEAL:
Person
of No
—
r
Public - tate of Florida
day of
•
ALFRED MCKNIGHT
Notary Public State cf Florida
- F ' " c t, , C nnission ExrieE Jan 23, 2018
CF R Commission * DD C8::241
I ` ttl'' Boned alCoRaliWitiVe&tOetaiftc
on
Type of Identification Produced:
STATE OFi1F):ORIDA / CCOUNTY OF MIAMI -DADE
ignature ft"Contractor / Qualifier
o +O , ALFRED MCKNIGHT
6
' Notary Puhlie .- State of Florida
- = MY vx,tmt+ nn E ja .
',-t r• ommissicn *0 Dn 086241-
.v ,.? .
Print Name
S rn to and� su
Signatur
SEA
Perso
PERMIT APPLICATION
Type of Identification•PicIdpced: .
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
SECTION
BY
DATE
Zoning
0.Q��i .
j 0 (a- 3/6
Electrical
Repair
Fax
Mechanical
Demolish
Plumbing
Relocation of Structure
Fire
Foundation Only
Public Works
Add'I Attachment
Structural
0 2-4Z
Building Official
i
PROPERTY OWNER
Name Carla. Pe fe rs
Address (v 3 N e on street
1\II6mi SV orjeS , FL 33138
Home Telephone -- 2 O 16i-l- ' 7 z z �
J /
Business Telephone
Fax
ARCHITECT
New Construction
Name k lot}e 4 o ?- t' Ptectt t i ccr t NC •
License No. A R_ 00 0.10 1
Address 1 'Lt sE aJ & 57(2af 2
Mt A441 SKJKf1 t f L 33175
Telephone ) f 1f0 4411
Repair
Fax
Alteration Interior
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'I Attachment
Other
Add'I Detachment
Other
Page 4
OFFICE USE ONLY
CHECKLIST
Li OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi- family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.)
Inspector State Educational Fund $
State DCA (Radon) $
Code Enforcement Fine
Zoning Review
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
$ 4, 0 'DC
$ 3ocO;
$ 10 v (sq.ft. = x/1000
x 0.60)
(¢.005 / sq.ft.)
(¢.01 /sq.ft.)
PERMIT APPLICATION
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
PERMIT FEES
TOTAL $ ( 0 • (.S
ISSUING OFFICIAL
IJa tkrBe'`f j 1 ad-
REVIEWED AND PREPARED BY: DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2"D AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Job Address:
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted
along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
3 1 \ 1 E 91 S kree,t
Address Apt.
Folio Number XDescription of Work
Lot 19 e 20
Subdivision MI a5}WS SeC ( PB__O PG 70 Zoning Linear Feet
Current Use of Property Square Feet
Proposed Use of Property Value of Work
Tenant Information
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
Block 1
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
Miami' Shores,
City
0
Master Permit No.
Subsidiary Permit No.
PERMIT APPLICATION
FL
State
33(38'
Zip
Units Floors
(r Bldg Value
Tax Assessed/Appraised Value
Flood Zone Base Floor Elev.
ENGINEER
Name
License No.
Address
Telephone
Fax
CONTRACTOR
Name
License No.
Address
TelephoneC—) ~ax
Qualifier Name