FW-18-640Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
526 NE 97 Street
Miami Shores, FL 33138-
Owner Information
ROBERT & ALLISON LUDICKE
Address
Pe
MI
Parcel Number
1132060171530
Block: Lot:
9999 NE 13 AVE
MIAMI SHORES FL 33138
Contractor(s)
SAMADA FENCE INC
Phone Cell Phone
(305)720-6344 (954)559-4355
Permit NO. FW-3-18-640
Permit Type: FencellNall
Worn[ Classification: Iron/Ornamental
Permit Status: APPROVED
Expiration: 09/29/2018
Applicant
ROBERT & ALLISON LUDICKE
Phone
(305)754-2903
Cell
Valuation:
Total Sq Feet:
$ 2,450.00
45
Approved:
Comments:
Date Approved: :
Date Denied:
Type of Construction: Other
Classification: Residential
Additional Info: ALUMINUM FENCE 3"6 HIGH BLACK
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - Wire & Wood
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.00
$2.00
$0.60
$100.00
$9.00
$2.40
$117.80
Pay Date Pay Type
Invoice # FW-3-18-66758
04/02/2018 Credit Card
03/12/2018 Credit Card
Amt Paid Amt Due
$ 67.80 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
Foundation
Review Building
Review Public Works
Review Planning
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 ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELE ICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS
constructs
FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
zonigg,. Futhermore, I authorize the above -named contractor to do the work stated.
ure: Owner / Applicant /
Building! Department Copy
Contractor / Agent
April 02, 2018
Date
April 02, 2018 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
0BUILDING ❑ ELECTRIC ❑ ROOFING
RECE1V [)
MAR 12 2018
FIX za.I��-,�( J
Master Permit No-01N) Eg tV"'Cj
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
' CONTRACTOR
JOB ADDRESS: 526 'NE cr' St
City: MiamiShores
Folio/Parcel#: i(- 32,0(r) Ii b
Occupancy Type: Load: Construction Type: -
County: Miami( Dade
❑ CANCELLATION ❑ SHOP
DRAWINGS
zip: 33138
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder): 6III `son (.Ucte
Address: G2.6 Me- '1 3' .St•
City: MI Gt,W1(
State: F C.-
FloodcZone
NO
EWE: FFE:
Phone#:-)14-S°19G
Zip: 33131.
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Samada Fence, Inc
Address: 110 W 31 ST
Phone#: 954-559-4355
City: Hialeah State: FL Zip: 334'12
Qualifier Name: Sergio M. Samada Phone#: 305-720-6344
State Certification or Registration #: Certificate of Competency #: 11BS00347
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of WeekforthivPermit: $ (IcaQd Sguare%1inearFootage of Work: S i
Type of Work: ❑ Addition Fl Alteration S New ❑ Repair/Replace ❑ D%ioollition
Description of Work: 4/ (ol.M.v'', v�-�- '- € 3 1(4 6/ is 1A r ✓ C O-'4-- (G
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
CCF $ CO/CC $
DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
(Revised02/24/2014)
TOTAL FEE NOW DUE $
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S -AFFIDAVIT: ;certify -that atl the foregoing information is ccurate,anal that all -;work will be : tone 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 approve q ad a reinection fee will be charged.
`Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
'ni701- day of t'r,b/U , 20 / , by
N1(ISOVI W d, who is personally known to
me or who: has. produced
as.
identification ar, lji%� id take ante lAVila
,! • Commission # Ft 136164
NOTARY PUBEi: '�`
Expires: July 17, 2018
,t:z ixaBonded thru Aaron Notary
Sign:
Print:
Seal:
`la
*****************************
APPROVED BY
-Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
o day of 44!.k VU , 20 /6 , by
,cerG1'(a /l.0 fain aLd 1 , who is personally known to
me or whohas. produced.. as.
identification and
ri+
NOTARY PUBLIC=-*
Sign:
Print:
Seal:
,ke an oaNeryAvila
Commission # FF 136164
Expires: July 17, 2018
Bonded thru Aaron Notary
*r,****************************************************************************
Plans Examiner
a3 ( lg 0 Zoning
(Revised02/24/2014)
Structural Review
Clerk
3/12/2018
Property Search Application - Miami -Dade County
Summary Report
Property Information
Folio:
11-3206-017-1530
Property Address:
526 NE 97 ST
Miami Shores, FL 33138-2460
Owner
ROBERT LUDICKE
ALLISON LUDICKE
Mailing Address
526 NE 97 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1300 SGL FAMILY - 2801-3000 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
5/3/0
Floors
2
Living Units
1
Actual Area
5,374 Sq.Ft
Living Area
4,362 Sq.Ft
Adjusted Area
4,555 Sq.Ft
Lot Size
19,500 Sq.Ft
Year Built
1951
Assessment Information
Year
2017
2016
2015
Land Value
$584,430
$487,278
$467,544
Building Value
$396,285
$396,285
$396,285
XF Value
$1,420
$1,440
$1,168
Market Value
$982,135
$885,003
$864,997
Assessed Value
$830,290
$813,213
$807,561
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes Cap
Assessment Reduction
$151,845
$71,790
Portability
Assessment Reduction
$57,436
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 4 AMD PB 15-14
LOTS 6 TO 8 INC BLK 99
LOT SIZE 150.000 X 130
OR 16389-3332 0494 5
COC 22784-0522 10 2004 4
Generated On : 3/12/2018
Taxable Value Information
20171 2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$780,290
$763,213
$757,561
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$805,290
$788,213
$782,561
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$780,290
$763,213
$757,561
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value 1 $780,290
$763,213
$757,561
Sales Information
Previous
OR
Sale
Price
Book-
Qualification Description
Page
09/10/2014
$1,122,000
29309
Qual by exam of deed
1710
10/01/2004
$0
22784-
Sales which are disqualified as a result of
0522
examination of the deed
04/01/1994
$0
16389-
Sales which are disqualified as a result of
3332
examination of the deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
GRAPHIC SCALE
30' 15' 0 16' 30'
S14d FEET)
C I INCH = 30 FT.
t.k,GAiL OESCR/PT/E]N:
LOTS 6, 7, AND 8, OF BLOCK 99, OF "AMENDED
PLAT OF MIAMI SHORES SECTION 4", ACCORDING
TO THE PLAT THEREOF, A5 RECORDED IN PLAT
COOK 15, AT PAGE 14, OF THE PUBLIC RECORDS
OF MIAMI-DADE COUNTY, FLORIDA,
PRORERTY ADDRESS:
FOLIO NO. I I-3206-017- 1530
526 N.E, 97th STREET,
MIAMI SHORES, FL 33138
AREA OF PROPERTY: 19,500 SQUARE FEET AND/OR
0.448 ACRES MORE OR LES.
EERTIFIE[7 TO:
THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE
EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE
CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED
PARTIES,
= ROBERT LUDICKE AND ALLISON LUDICKE
L/RVLyOR'S NOTES:
.) THE ABOVE CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED QN
THE ABOVE LEGAL DESCRIPTION: PROVIDED BY CLIENT.
2.) THI5 CERTIFICATION 15 ONLY FOR THE LANDS AS DESCRIBED. Tf IS NOT A
CERTIFICATION OF TITLE, ZONING, EASEMENTS, OR FREEDOM OF ENCUMBRANCES.
ABSTRACT NOT REVIEWED.
3.) THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS BOUNDARY
SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF HIS COUNTY,
EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE
RECORDED INSTRUMENTS, IF ANY AFFECTING T1115 PROPERTY.
4.) ACCURACY: THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN FLORIDA
MINIMUM TeCHNICAL STANDARDS (5J-17.51 FAC), IS'RESIDENTIAL".THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT
IN 7,500 FEEL. THE ACCURACY OBTAINED 8Y MEASUREMENT AND CALCULATION OF
A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT.
5.) FOUNDATIONS AND/OR FOOTINGS THAT MAY CROSS BEYOND THE BOUNDARY
LINES OF THE PARCEL HEREIN DESCRIBED ARE NOT SHOWN.
G.) TYPE OF .SURVEY: BOUNDARY SURVEY
7.) ELEVATIONS SHOWN HEREON ARE BASED ON TO THE NATIONAL GEODETIC
VERTICAL DATUM OF 1929 (N.G.V,D.29)
8.) ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD
U.5. FOOT
9.) CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE
HEREIN DESCRIBED PARCEL FOR BUILDING AND ZONING INFORMATION.
1 0.) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE
APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE
PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY
DEVIATION PROM UTILITIES SHOWN HEREON
I 1.) ENCUMBRANCES NOT SHOWN ON THE PLAT
I 2.) THE WRITTEN CONSENT OF LANDMARK SURVEYING t ASSOCIATES, INC.
UNDERGROUND PORTIONS OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS
WERE NOT LOCATED.
13.) ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED.
14.) WALL TIES ARE TO THE FACE OF THE WALL.
1 5.) FENCE OWNERSHIP NOT DETERMINED.
16.) BEARINGS REFERENCED TO LINE NOTED AS B.R.
1 7.) BOUNDARY SURVEY MEANS A DRAWING AND/OR GRAPHIC REPRESENTATION OF
THE SURVEY WORK PERFORMED IN THE FIELD.
1 8.) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED.
19.) THE SOURCES OF DATE USED FOR THE PREPARATION OF THI5 BOUNDARY
SURVEY 15 "AMENDED PLAT OF MIAMI SHORES SECTION 4" RECORDED IN PLAT
BOOK 15; AT PAGE 14.
20.) THIS MAP OF SURVEY 15 INTENDED TO 5E DISPLAYED AT A SCALE OF ONE
INCH EQUALS 30 FEET OR SMALLER,
MAP OP BOUDA' ' 'SIULIVWE
N.E. 97TH STREET
�0.
20' ASPHALT PAVEMENT
S0�
A7�
FOUND i"
IRON PIPE
(NO ID.)
01
Y.-
U
0ao
na'O
4, in (r)
016r
I— li
I-i
FOUND }"
IRON PIPE
(NO ID.).
m0
O z..
LOT-8
J0.00
TWO-STORY
RESIDENCE
NO.526
FINISH FLOOR
ELEVATION = I 1.53
LOT-7
22'PARKWAY
LOT-6
8
m FOUND }"
IRON PIPE BLOCK CORNER
(NO Ib.) LOT I ; BLOCK 99
P.B. 15; PG. 14
,/ I
"
I
ASPHALT
0,--w_ix
--uM-a+-
1 50.001
1 9' ALLEY
inN.
_y
a •i J.40
250.00'-
R*M
U
z
U-
z0
;4-
POUND
IRON PIPE
r-(NO IL).)
WPP
r--
/"'" to• (0,c 4_ 3
PGLAJ
LOCAT/ON MAP
SECTION G, TOWNSHIP 53 SOUTH, RANGE 42 EAST
LYING AND BEING IN MIAMI-DADE COUNTY FLORIDA
(NOT TO SCALE)
Nf
'�. NC N/IN St
I
NE UCT1+ O t
RECEIVED
MAR 12 2018
ileolcotio
Miami Shores Village
16.
BY
AP •`'� j ED
ZONI 4EPTapt
�DATE
3 (, u
111/
BLDG I EPT
2 J)I
SUBJEC TO COMPLIANCE WITH ALL FEDERAL
STATE 'II I) COUNTY RULES AND REGULATIONS
t-elotterPmfAtirftW
ZLJRrvasir N6 ! AiSOCLt%TES, •pMG
LB No. 7633
PROFESSIONAL SURVEYORS AND MAPPERS
1435 S.W. 87th AVENUE, SUITE "201'
MIAMI, FL 33174
PHONE: (305) 55G-4002 FAX: (305) 55G-4003
WWW.LMSURVEYING.COM
EMAIL-LANDMARKSURVEYI NG@HOTMAIL,COM
•
•
•
ABBREVIATIONS AND LEGEND:
NC -DENOTES AIR CONDITIONING UNIT
APPR. -DENOTES APPROXIMATE
PH. -DENOTES ASPHALT
-DENOTES PROPERTY LINE
B, .DENOTESBENCH MARK.
C.B.S. -DENOTES CONCRETE BLOCK STUCCO
CONC. -
L.P -DENOTESDENOTES LIGHTCONCRETE POLE
Gg -DENOTES CATCH BASIN
I -DENOTES CENTERLINE
-DENOTES MONUMENT LINE
L.M.E.-DpE$NTT�FiLAKE 4 MAINTENANCE
D.C• =DEiJDIES DRAINAGE E,atiT Ti •
DENOTES
DRILL
LE
• �w
•
• d•-DTETES SU r •ASURE
UseDUr( EASEME
• TV* • =DENOTE* PLAT BOOK* •
PG. -DENOTES PAGE
• •PL•P• =DENOTES ERMANENI•CONTROP
PO Nf•
re,
• ¶'bB.-DEIOTES POINT OF I3E.:NJ►J6
..DENOTESTYPICAL • •
Rv1.H.W.-DlNO�CS MEAN HIGH WATER LINE
• • ...ANOTN.WOOD FENte • •: •
- DENOTE5 CHAIN LINK FENCE
.DENOTES IRON FENCE •
- DENOTE9FOUND IRIIIMPIPE INV ID.)
-Vitt/ROUND NAIL AND DI C
I.
O•
A
• •
k'I
iirf4toiSPHALTI VEMENT•
•• •
-DENOTES BRICK
-DENOTES CONCRETE PAD
ALL BEARINGS AND DISTANCES SHOWN
HEREON ARE RECORD AND MEASURED
UNLESS OTHERWISE NOTED.
SLIJtVEVQ,R'S CERTIFICATION:
KNOWLEDGE AND BELIEF THAT THIS "MAP OP
CORRECT REPRESENTATION OF A
MEETS THE STANDARDS OF P
OF PROFESSIONAL LAND S
THE FLORIDA ADMINIST
CHAPTER 42.02, FLORI
SIGNED
ARTURO MENDIGUTIA,
NOT VALID WITHOUT THE
LICENSED SURVEYOR AND
REPORTS BY OTHER THA
WRITTEN CONSENT OF THE 5
VALID WITHOUT AN AUTHENTIC E
ELECTRONIC SEAL.
I HEREBY CERTIFY TO THE BEST OF MY
BOUNDARY SURVEY" I5 A TRUE AND
ED UNDER MY DIRECTION. THAT IT
BY THE STATE OF FLORIDA BOARD
17.050 THROUGH 5J- 17.052 OF
TING LAW, PURSUANT TO
FOR THC FIRM
844-STATE OF FLORIDA
ISED SEAL OF A FLORDA
IONS TO SURVEY MAPS OR
1E5 15 PROHIBITED WITHOUT
S IN A DIGITAL FORMAT NOT
ATURE AND AUTHENTICATED
FLOOD ZONE:
X
ELEVATION:
N/A
COMMUNITY:
I 20652
PANEL:
I 2086C0306
DATE OF FIRM:
09- I I -2009
SUFFIX:
L
ORIGINAL FIELD
WORK SURVEY
DATE
BENCH MARK:
09-04-2014
N/A
ELEVATION:
N/A
DATE
DRAWN BY
SCALE
09-04-2014
J.P
REVISION / UPDATE OF SURVEY
DATE
DESCRIPTION
12-20-2017
UPDATE
JOB No.
1712-132
HR-1 Cap Detail
(w/snap plate HR-2)
1.795" —*
.895"
1
HR-3 Bottom Channel Detail
(W/snap plate HR-2)
2"
HR-4 Post Detail
(w/ snap plate HR-2)
r,--- 1.800"
.097"
1.465"
1
HR-4A Post Detail
( w/ snap plate HR-2
(use for posts up to 48" High)
HR-10 Cap Detail
(w/snap plate HR-11A)
1.625"
1"
L
Mechanical Aluminum Fence & Gate*
Not designed for use as a balcony rail or other raised structural barrier.
Pickets may pu. -
through rail or Top Cap
stop - mid rail
HR-12 Mid ''ail
(option.
3000 PSI Co c.,
Structure
HR-12 Channel Detail
14— 3/"_j
.040"
t
3/„
4
HR-13 Picket Detail
„►I
1"
HR-5 Picket Detail
60" Max.
Pickets are punched
through top rail
*A fence 60" high or more with two rails plus top cap with 1"
pickets spaced 5" CC with no decorative rings or scrolls has
more than 75% opening.
ill?
:6"
Max
45" Min.
(for pool code)
12"0 x 24" for u
fenc: heigh
Self closing
hinges
2"x2"x.125"
Tube posts
1" x 2" x .093"
Tube Frame
Notes:
1. Design: 2017 FBC, & ASCE 7-10, wind speed 75 MPH, exposure C. Max total fence height is
2. All components for fences are connected with #12 x 1'/" SMS screws. Fill all bosses.
3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete.
4. Gate frames shall be shop welded by certified welder. Use 5356 filler metal, weld 1/4" all around.
5. Pickets can be pressed spear top or molded plastic finials of any shape. Attach molded finials with (2) #10 X 1" SS screws.
6. Soil compaction around footings shall be 98% optimum density (2500 psf minimum capacity),,
7. Core drilling must be a minimum of 31/2" from any concrete edge (to edge of core holed '
8. Materials: 6063-T6 aluminum fence and gate, components: structural quality molded polymers or zinc coated cast fittings.
9. Pool code requires all gates to open out and be a minimum of 48" high and have no opening more than 1/2" within 18" of latch.
10. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor. This engineer is
liable or in any way responsible for the use of any inaccurate information. The contractor shall field verify all measurements and information
design before any changes are made to field conditions, and the fabrication and the installation of the materials.
11. If field conditions differ from the information or measurements originally presented to the engineer, the engineer should be consulted and given the
opportunity to make any necessary adjustments to the design prior to construction.
12. No changes to this drawing are allowed without written authorization from the engineer.
13. Copies of this drawing without an original signature and seal of the engineer are invalid.
14. The contractor shall hold the engineer harmless for all fabrication and installation anomalies, inaccuracies, quality of workmanship, etc.
1
Opt
Rin
• nal Decorative
s or scrolls
2"x2"x.125"
Tube Posts
<<
2„
--Jf 3000 PSI
Conc.
60" Max.
vs
ail
U
ii II
II Self
18"
(where
II
ii
x �18"
Plexiglas
HUH
HR-13
Pickets.:;,
II
II
closing
II
11
x
Req'd)
or
II
1/4"
HR'5
II
latch
�L
III
u
11 ii
b•. f
-*
Magnetic latch
(for gate under 54" high)
56" Max
4— 12"0 x 24"
3000 psi Conc.
3" typ
Self Closing Gate Detail
(48" to 56" high max.)
(welded)
6' (including pressed spears).
1I II
HR-13 or HR-5
Pickets
HR-12
Bottom Channel
•"°' Cast Aluminum
Shoe
— 3"0x3%2"Core
(Fill with Sikadur 32 hi mod
epoxy with sand aggregate)
(see detail below) Post
Bottom Rail
5"x5"x'/4"
MOUNTING SHOE Mk
14-3„
72" Max
(top of pressed
spears or top rail)
3000 PSI Conc.
Structure
_#14 x 3/4" SMS EA.
SIDE OF CASTING
1 Min. 4" 3000
psi Conc.
Cast Aluminum Shoe Detail
(4)'/," x 13/<" embed tapcons, Min. 3" edge distance.
Magnetic Latch Detail:!::
(Attach w/(4) #12 SMS screws)
not to be held
used in this
4"
Self Closing Hinge Detail
(Attach w/(4) #12 SMS screws)
Typical Automatic Latch
Wall Mount Brackets
(Attach to wall w/ (2) 1/4" x 3" SS Tapcons & to
Cap & Channel w'(2) #12 x 3/4" SS SMS)
•.•.
• •
•.•.
•
a . •
• • . •
Alternate Attachment •
( 2" x 2" tt SAC" angle eiralt2cn to walls • •
w/(2) ''/''x 434; embed sapcon screws} • •..
///
•• ••
• • •
IJR-4,Post
• • •
HR-12
Channel
W Min.
3" min i1
• •
•• •
• • •
• • •
•
•S
•
•
•
1 3" ►I
Core Mounting Detail
(Fill with Sikadure 32 Hi -Mod. epoxy
extended with sand aggregate)
1/24/2018
FLA " TY
ASS i TES
mufti".
FLAK
5221
William F. Flaherty, P.E. 25221
1351 SE 4th Avenue
Pompano Beach, Florida 33060
Certificate of Authorization #26223
954-562-9300
•
Samada Fence 1.24.18