FW-08-1257Project Address
10538 NE 4 Avenue
Miami Shores, FL 33138-
Owner Information
JOHN KURACK
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795 -2204
Address
Parcel Number
1122310130200
Block: Lot:
10538 NE 4 Avenue
MIAMI SHORES FL 33138 -2014
Phone
W
Contractor(s) Phone Cell Phone
SOUTHERN ENGINEERING CONSTRU (305)251 -3000
Approved: Yes
Comments: FENCE NOT TO EXCEED 5 FEET IN HEIGHT
Date Approved: 7/11/2008 : Yes
Date Denied: 7/11/2008
Type of Construction: Other
Classification: Residential
Additional Info: ALUMINUM 5 FEET MAX
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$0.60
$5.00
$100.00
$6.00
$2.50
$115.90
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
Wednesday, July 16, 2008
Expiration: 01/12/2009
Applicant
JOHN KURACK
Available Inspections :
July 16, 2008
Date
Cell
Valuation:
Total Sq Feet:
$ 2,500.00
160
Inspection Type:
1
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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
1
10bt Ate
9r1joyT
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
aS
Permit N "— O 1
Master Permit No.
Roofing
Owner's Name (Fee Simple Titleholder) _._._ D / � �_�f/i'�� / Phone #
Owner's Address 064 B ,s/ 4 / 4 ye-
City 6 ,77/40—#7/ State
Tenant/Lessee Name
Zip
-Job Address (where the work is being done) /
City Miami Shores Village
FOLIO / PARCEL #
Is Building Historically Designated YES NO_______
s
Contractor's Company Name" '4 2.. >m a' r ed,,e3S 7 Phone #
Contractor's Address /,fie'' 7 c�/7 C / �' .2� oz � L.LD l' orl9 / CG - �
city �
r ^ yp State ; t Zip l 3
Qualifier Name
State Certificate or Registration No.
Type of Work: ❑Addi n ❑Alteration ❑New
Describe Work:
cfile sue/
Phone #
County Miami -Dade Zip
_ .. Phone # 78 b +..
1 ✓ / `r LCD Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $01.5 4e Squa / L' amp r Footage ork:
i
epair/Replace ❑ Demolition
ill 1 1 2388
B Y: �---
******** *** ***** ******* *** ******* ****** F ** * * **** ***** * ***** * ** ******* **
Submittal Fee $ Permit Fee $
ef...--, CCF $ CO /CC
Notary $ Training/Education Fee $ Technology Fee $
Scanning $ Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $
See Reverse 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. W 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 yeinspection fej will be charged.
Signature
The fore
day of
er or Agent
wledgec. before me
� '`� wh is personally known to me or who has produced
own to me or who has produced
_`Lidentification and who did take an oath.
4\‘"
4* b
A- X9
�k cs
9 �� 1a�r G° S.
NOTARY PUBLIC:
Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: L kv DATE: 7
ADDRESS: �? /,,1 lob" s 7
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor, I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Myself.
Initial
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application. Inactive
permits for a period of over 180 days will become null and void (expired)
and a new permit will be required to be issued for reinstatement of he
permit.
Initial
3. I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code — only if the structure meets the
minimum code.
5. I understand that as an owner- builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
Was acknowledged before me this '" ► day o
Produced there License or
identification.
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Miami Shores, FL 33138 -
Total Job Valuation: $ 2,500.00
Owner's Name: JOHN KURACK
Job Address: 10538 4 Avenue NE
Owner's Phone:
Total Square Feet: 160
Contractor(s) Phone
SOUTHERN ENGINEERING CONSTRUCTION LL (305)251 -3000
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 7/11/2008 : Yes
Comments: FENCE NOT TO EXCEED 5 FEET IN HEIGHT
Issue Date: Not Issued
Permit NO. FW -7 -08 -1257
Permit Type: Fence/Wail
Work Classification: Iron /Ornamental
Folio Number:1122310130200
Primary Contractor
Yes
Expires:Not Issued
Plat of Boundary Survey
Legal Description:
Lol Sand the South 1/2 of Lan, Block 11, 'FIRSTADDI77ON
PASADENA PARK; =offing to the plait enrol, asleao,ded
Rot Book 6, Page 82olth Pubec Roads ofMkunl -Dado
Cowry; Florida
LEGEND:
WDODFEACE
WIRE FENCE
Fn NAT
• MDR MOMMENT
8 RECORD
M
FIELD MEASURED
C CALMATED
a aS'R
ENCR EN RO0O0ENT
LEWERME
® CONE
PROPERTYLME
CM CMCRETE MOHMmY1
PLR FOUND IRON ROD
F.IP. FOPB✓D IRON F'PE
RB' RWRNOFWIT
NA0 NAIL B MSC
DE DRAINAGE EASEMENT
OE DRUM EASEMENT
E0. FOI/AD
P P1AT
ARAM ASPHALT
O.HL OVEREADWILMS
P.P. POWER AXE
TX TRAA41FINAER
CAW CABLE RISER
WA( WATER METER
TEL TELEPN0EFACILfiES
® COVERED AREA
RR BEAENGRFFERENCE
NO
LOSTED - ny EASEIMMT _J
MN NAM0LE
Nut NOTIOSCALE
OR OFFICIAL REDS
ORB. OFFK7AL RECOROSBOOK
P.CP. FEMMB? CORM POINT
PRM PERWM'ENTRL:TERENLE1OWUEAR
P8 PAGE
PVM1. P888181
PE RAT ROOK
POE POINT OFBEGNIINO
P.00 POINT OP COMMINCEIVElfT
P.01 POINT ("NINE
PC PONT OF CURVATURE
PR0 POWTOF REVERSE ad1VE
P 1 pow OFTANDEACY
R RAONS(RADML)
ROE ROOF OVERHAND MOMENT
8.1R SET MCP IRODS OAP
SAY SIDEWALK
EOM TELPORARYBEhtc11MARK
TOR TOP OF SAM(
TYP TW7GAL
WC. WRIIESSOOldYAP
• • •
0.91'
Dafe 05730/2008
•••• • •
• • •
ge tlfed to: • . • • •
Jahn kurack? yl:• • •
Tarawa Kura J "' .
. • ...
['joperty Address.
:0538.& 10440 L11E 4TH AVE.
Miami Shores, flor4da 33138
•
••
12
I
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SET1R.
13 'I.R $ PSM# 3761 6 3
3.57' V
0.18' N 89'53'51" W 107.2
al a
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14
O
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O
SET 1171.R.
PSM 03162
15
U7
A
SUBJECT TO COMPLIANC
Survey Number: 08 -151
NOTE:
IN COMPLIANCE WITH FLORIDA STATUES 61017 -6.0081 (5 )(E), IF LOCATION OF
EASEMENTS OR RIGHT- OF-WAY OF RECORD, OTHER THAN THOSE ON RECORD PLAT,
IS REQUIRED. THIS INFORMAPON MUST BE FURNISHED TO THE SURVEYOR AND MAPPER
GENERAL NOTES:
1) LEGAL DESCRIPTION PROV10(0 BY OT CRS
7
FOUND NA L IN
CENIERUNEOF
NE 107TH STREET
28.25'
STORY o
ST GE
28.25'
Miami Shores Village
PERMIT #
PPROVED
ONING DEPT
LDG DEPT
24.98'
• •
s
FOUND IRON PIPE
0.95 EAST OF CORNER
SET 1171.R.
PSM03702
C. &M.
107.28 C. &M. ST'S
PSM 03762
AL
FOUND NAIL & DISC
&0,40'NORTH
SURVEYORS CERTIFICATION:
JUL 1 1 2NO
BY:
15.00' 45.00'
0
O
O
W
Q
8. Z E
d'
O W
I STATE AN' C'O PU' li_A
FOR REFERENCE ONLY
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PHOTOCOPYING FORBIDDEN. COPYRIGHTED MATERIAL. Q
IHEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT
REPRESENTATION OFA SURVEY PREPARED UNDER MY DIRECTION.
2
•
•
MECHANICAL ALUMINUM FENCE AT GRADE
(NON- STRUCTURAL, DECORATIVE BARRIER, TYPICAL INSTALLATION (GROUND LEVEL ONLY)
•
SPACED TO
REJECT A
4" SPHERE
SEE SHEET 2 FOR —
ALTERNATE PICKET
ARRANGEMENTS
•
:WLLCONNE.G IONS
....1e)// CAST ALUM. WALE l ETS
• • ••••
• •
•.•
• .•••
• •
••• •
• DETAIL:J L
•
•
•
. ••.
11111 r CUZCUI*I*1.Z<
L• '•1C
(2) #10x%4" SMS
(ONE PER SIDE
SPACING SHALL
NOT EXCEED 1 3/4"
P ER FBC 424.17.1. 1
SPACED TO
REJECT A
4 " SPHERE
(1) #10x134"
SMS TYP.
(ALT: 1" PI
•
4e
• •.
• • •
• •.
TOP CAP BRACKET
SUBSTRATE
0 0
^SEE DETAIL 'A'
TOP RAIL
ASSEMBLY
PICKETS MAY
RUN THRU OR
STOP AT RAILS
(7YP. ALL RAILS)
1,1 d
BOTTOM 11
CHANNEL
"11 STRUCTURE
• • 4 d, ,.
4" MAX SPACE
AT CONCRETE
•
• •
• •
SNAP POST
ASSEMBLY
OPTIONAL
INTERMED RAIL
FOOTER SIZED PER
EOONR SCHEDULE
• • • (RtF. SHEET 2)
(Z) #12x% ".
SMS
2)34 "x1 EMBED
TAPCONS (3" MIN
EDGE DIST)
SIN 1%4"
BOTTOM CHANNEL BRACKET
TOP AND BOTTOM BRACKETS TO MATCH TOP
CAP AND BOTTOM CHANNEL, RESPECTIVELY
2) #12X34" SMS
2x2x1/8" ALUMINUM ANGLE
2)x% "x1 EMBED TAPCONS
(3" MIN EDGE DIST)
ALTERNATE RAIL CONNECTION DETAIL
(TOP & BOTTOM TYP RAIL)
1
OPEN
./
ALUM.
BOTTO
CHANNEL
#14x SMS
EA SIDE OF
PLATE
3 % "x3 % "x4
CAST
ALUMINUM
PLATE
ATTACH THE TOP RAIL TO EACH
POST WITH (2) #10x1" SMS
5' 0"
(1) #10x134" SMS
TOP.& BOTTOM
(TYP EACH PICKET)
MIN. 1" LARGER
THAN POST
DIMENSION
DETAIL 'B'
CASTING OPTIONS
#14x%4" SMS EA
SIDE OF PLATE
4
CAST ALUMINUM
FLANGED PLATE
BOTTO
CHANNEL
3" FULL
GUSSET
FLANGE
ANCHOR OPTIONS:
• (4) POWERS WEDGE
BOLTS WITH 2"
EMBED. INTO CONCRETE
3° MIN FROM ANY
CONCRETE FACE '
• (4) 3/B "x6" LAG SCREWS
INTO WOOD HOST
STRUCTURE (G =0.55
MIN., MOISTURE
CONTENT 5 19 %).
ANCHOR OPTIONS:
• (4) %" POWERS
WEDGE BOLTS WITH
234" EMBED. INTO
CONCRETE 3" MIN
FROM ANY
CONCRETE FACE
• (4) "x6" LAG
SCREWS INTO
WOOD HOST
STRUCTURE (G =0.55
MIN., MOISTURE
CONTENT 5 19 %).
OPTIO
ED
DRILL, : �xy
(HILTI CY -150 OR EQUIV)
OR HIGH STRENGTH
GROUT, 3000PSI
CONCRETE MIN.
DETAIL 'D'
TYPICAL POOL BARRIER
INSTALLATION
(GROUND LEVEL ONLY, MAY VARY)
GATE (QUANTITY &
PLACEMENT MAY VARY),
SEE DETAIL 'C'
NAP POST & SNAP
PLATE ASSEMBLY
TOP CAP & SNAP
PLATE ASSEMBLY
EXISTING STRUCTURE
'4 4
AIL 'B'
MAY
RMINATE AT POST,
PROVIDED SPACE
BETWEEN POST AND
STRUCTURE RESISTS
A 4" SPHERE
ONNECT TO
STRUCTURE
OR END POST
CHANNEL &
SNAP PLATE
ASSEMBLY
•
4
GENERAL NOTES
1) THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN
AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. ALL LOCAL CODES SUPERSEDING
THIS CODE SHALL BE CONSIDERED BY THE CONTRACTOR IN DESIGN & MAY REQUIRE
ADDITIONAL ENGINEERING.
2) NO 33 Y3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF
THIS SYSTEM.
3) THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY. ITS USE IS LIMITED
TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO MEET
CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS.
4) ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6063 -T6, U.N.O.
5) ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI IN 7 DAYS.
6) SURROUNDING SOIL TO BE COMPACTED TO 98% OPTIMUM DENSITY, 2500 PSF MIN.
7) PER FBC 424.2.17.1.8: ACCESS GATES WHEN PROVIDED MUST BE AT LEAST 48"
ABOVE GRADE & EQUIPPED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICE
NOT LESS THAN 54" FROM BOT OF GATE. GATE MUST OPEN OUTWARD AWAY FROM POOL
& MUST HAVE NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM.
8) THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM
DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
9) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS.
10) ANY HINGE AND LATCH SHALL BE STRUCTURAL QUALITY MOLDED POLYMERS AND
SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & ANY APPLICABLE
CODES.
11) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
12) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
DETAIL 'C'
J E LF— CLOSING GATE & LATCH
w
C7
z
x
SELF -
CLOSING
LATCH
PLEXIGLASS
WHERE RQD
2 X 2 BOX
BEAM OR WALL
PICKET
1 X 2 HOLL
TOP CAP & SNAP
PLATE ASSEMBLY
TYP. SPACING TO REJECT A " PHERE
FRANK L BENNARDO, P.E.
# PE0046549
a rk A
A s VALID FOR 1
ALE) ONLY MTH RAISED ENG
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COPYRIGHT FRANK L BMARDGP.E
00 -GMF -1008
SCALE:
. 1 .
PAGE DESCRIPTION:
101
OF
FOOTER DIMENSIONS
(DIAMETER X DEPTH)
WIND LOAD
FENCE HEIGHT
4'-0°
5' -0°
6' -0°
15.0 PSF
125:25°
12"x29°
12"x32°
17.7' PSF
12°x27°
12°x30°
12°x34°
20.0 PSF
125:28°
12°x32°
12°x36°
25.0 PSF
12°x31°
12°x35°
12'x39°
30.0 PSF
12°x37
12°x38°
12°x42°
35.0 PSF
12°x35°
12"x40°
12"x45°
40.0 PSF
12567°
125:42"
12°x47°
45.0 PSF
12°x39°
12°x44°
125x49"
50.0 PSF
12"x41°
12"x46°
12°x52°
FOOTER DIMENSIONS
(DIAMETER X DEPTH)
WIND LOAD
FENCE HEIGHT
4' -0°
5
6' -0°
15.0 PSF
12521°
12524°
12°x27°
17.7° PSF
125(22°
12°x25°
12°x28°
20.0 PSF
12°x23"
125:27°
12°x30°
25.0 PSF
12°x25°
125:29°
12"x32°
30.0 PSF
125:27°
12°x31°
12°x35°
35.0 PSF
125(29°
12"x33"
12"x3r
40.0 PSF
12°x31°
12°x35°
12°x39"
45.0 PSF
12"x32'
12°x37°
12"x41°
50.0 PSF
12°x34°
125x38°
12543°
MAX FENCE HEIGHT
••
r
•.
POST TYPE
WIND LOAD
3° SNAP
•
HRH
POST
15.0 PSF
6'-0°
6'-0°
17.7• PSF
5' -0°
6' -0°
20.0 PSF
5' -0°
6' -0°
25.0 PSF
4' -0°
6' -0°
30.0 PSF
4' -0°
6' -0°
35.0 PSF
4' -0°
6' -0°
40.0 PSF
-
6' -0°
45.0 PSF
-
5' -0°
' 50.0 PSF
-
5' -0°
MAX FENCE HEIGHT
••
r
•.
POST TYPE
WIND LOAD
3° SNAP
•
HR-4
POST
15.0 PSF
5' -0°
6' -0°
17.7• PSF
' -0°
6' -0°
20.0 PSF
4' -0°
6' -0°
25.0 PSF
-
6' -0°
30.0 PSF
-
5' -0°
35.0 PSF
-
5' -0°
40.0 PSF
-
5' -0"
45.0 PSF
-
4'-0°
50.0 PSF
-
4' -0°
•
•
•
•
•
.•
••••
• •
••••
•
•
•
DECORATIvE SPEAR TYP
WOW II d II A II d II A II 1WW
11 11 1 11 11
SPEAR TOP
•••••FLAT TOP W/
1 -5/8" SPACING
11 11 1 11 11 11 1
STAGGERED SPEAR
A fl 11 11 �RA
11
1 11 11 11 11
CONVEX
FOR FENCE DESIGNS OTHER THAN 'C' AND 'E':
DESIGN SCHEDULE FOOTER SCHEDULE
11 IlIlIlIlIlIlIlIll 11111
SPEAR TOP W/
1 -5 /8" SPACING
I I
CONCAVE
11
11 11 11
FLAT TOP
WITH SPEAR
A
FOR FENCE DESIGNS 'C' AND 'E':
DESIGN SCHEDULE FOOTER SCHEDULE
A
TT
11
11 11 11 11 11 11 11
FLAT TOP i
*NOTE: FOR INSTALLATIONS WITHIN
THE HVHZ WITH MAX HEIGHT OF 6' -0 ",
USE WIND LOAD OF 17.7 PSF, BASED ON
90 MPH WIND SPEED, EXPOSURE C PER
ASCE 7 -02 (REF. 2004 FBC 1612.2.1).
VALID FOR ( 1 ) JOB : Y
VALID ONLY WITH RAISED ENGINEERS
FRANK L. BENNARDO, P.E.
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SCALE: 101
PAGE DESCRIPTION:
OF
AT GRADE MECHANICAL FENCE
••
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••••
• •
••••
•
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•
DECORATIvE SPEAR TYP
WOW II d II A II d II A II 1WW
11 11 1 11 11
SPEAR TOP
•••••FLAT TOP W/
1 -5/8" SPACING
11 11 1 11 11 11 1
STAGGERED SPEAR
A fl 11 11 �RA
11
1 11 11 11 11
CONVEX
FOR FENCE DESIGNS OTHER THAN 'C' AND 'E':
DESIGN SCHEDULE FOOTER SCHEDULE
11 IlIlIlIlIlIlIlIll 11111
SPEAR TOP W/
1 -5 /8" SPACING
I I
CONCAVE
11
11 11 11
FLAT TOP
WITH SPEAR
A
FOR FENCE DESIGNS 'C' AND 'E':
DESIGN SCHEDULE FOOTER SCHEDULE
A
TT
11
11 11 11 11 11 11 11
FLAT TOP i
*NOTE: FOR INSTALLATIONS WITHIN
THE HVHZ WITH MAX HEIGHT OF 6' -0 ",
USE WIND LOAD OF 17.7 PSF, BASED ON
90 MPH WIND SPEED, EXPOSURE C PER
ASCE 7 -02 (REF. 2004 FBC 1612.2.1).
VALID FOR ( 1 ) JOB : Y
VALID ONLY WITH RAISED ENGINEERS
FRANK L. BENNARDO, P.E.
# PE0046549
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AT GRADE MECHANICAL FENCE
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- . FENCE EXTRUSIONS
ALUMINUM ALLOY SHALL BE 6063 -T6, UNLESS NOTED OTHERWISE.
EXTRUSION TOLERANCES TO BE PER INDUSTRY STANDARDS
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0.065"
t_ 1.795" -1
SNAP PLATE HR -2
6" = 1' -0"
Lf 0.045"
1.625" —}
SNAP PLATE HR -12P
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•
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•. • •
SNAP POST HR-4
1 -0"
2.950"
3" SNAP POST
0.750"
0.038"
0
3/4" ROUND
PICKET HR -13R
n = 1'-0"
0.750"
0.750"4---f
3/4" SQUARE
PICKET HR -13
6" = 1' -0"
4-
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• 0.075"
}- 1.795 "
BOTTOM
CHANNEL HR -3
=v-on
6" = 1' -0"
4" TOP CAP
0.055"
1.000"
1" ROUND
PICKET HR -5R
6" = 1' -0"
0.040" 1.000"
1.000 "j ---f
1" SQUARE
PICKET HR -5
6" = 1' -0"
f 2.000 " ---f
1
"
0
0
0
0.115"
1 "x2" TUBE
r --2-7/8"
3 -5/8"
HR -10 TOP CAP
WALL BRACKET
HR -10R TOP CAP
WALL BRACKET
t----11 -1/2"
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1-1.919.-4
TOP CAP HR -1
6" = 1' -O"
6" = 1 -0"
N
TOP CAP HR -10R
ALUMINUM CAST WALL BRACKETS
L 2- 1/4 "—}
t..1 -1/2" -t
WALL BRACKET
HR -3 BOTTOM
CHANNEL BRACKET
_. -3/8 "
1.980"
r0.063"
rn
TOP CAP HR-14
= 1' -0
TOP CAP HR-10
=11-00
0.039"
ALT. HORIZ RAIL
SNAP PLATE
6 " = 1' -0"
1—} 1 1/4"
C
HR - TOP CAP HR -1 TOP CAP
WALL BRACKET
O
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c
1-1 "4
HR -12 BOTTOM
CHANNEL BRACKET
0.078"
t-- 1.500 " —t
ALTERNATE
HORIZ RAIL
6" = 1' -0" 6063 -T5
1.275"
1
00
co
0.078" a0
L
1 0.782"
ALT. HORIZ
RAIL SLEEVE
6" = 1' -0" 6063 -T5
FRANK L. BENNARDO, P. E.
# PE0046549
VALID FOR (1) JO =rn . YLY
VALID ONLY WITH RAISED ENGINEER SEAL
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COPYRIGHT FRANK L BENNARDO P.E
00 -GMF -1008
101
SCALE:
PAGE DESCRIPTION:
OF3
install new aluminum fence
SV
Passed 4144fiv
r
Inspector Comments
cc q,,4_ ---
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 09/04/2008
Inspector: Grande, Claudio
Owner: KURACK, JOHN
Job Address: 10538 4 Avenue NE
Project: <NONE>
Miami Shores, FL 33138-
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC
Building Department Comments
Permit Type: Fence/Wall
Inspection Type: Final
Wor, - ssifcation: Iron /Ornamental
Block:
Phone Number
Parcel Number 1122310130200
Lot:
Phone: (305)251 -3000
Wednesday, September 3, 2008
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