FW-16-1575 C�
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL Z
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-260456 Permit Number: FW-6-16-1575
Scheduled Inspection Date:June 24,2016 Permit Type: Fence/Wall
Inspector: Mesa,Michel Inspection Type: Final
Owner: ZAWADZKAS,STEPHEN&CARRIE Work Classification: Iron/Ornamental
Job Address:10650 NE 10 Court
Miami Shores,FL 33138-
Phone Number (347)613-0157
Parcel Number 1122320280930
Project: <NONE>
Contractor: SAMADA FENCE INC Phone:(305)720-6344
Building Department Comments
ALUMINUM FENCE 5'HIGH BLACK 1 GATE 48 WOOD INSPECTOR COMMENTS Comments
FENCE 5'HIGH 1 DOUBLE GATE 7' False
Inspector Co menta
Passed 7DSQ
Failed
Correction a
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
June 23,2016 For Inspections please call: (305)762-4949 Page 7 of 26
mfww- ' �
Miami Shores Village Tyj *I �i
10050 N.E.2nd Avenue NE
.... n �+ oa�a� I�Crrlatt ill
® Miami Shores,FL 33138-0000 ei A "
orcm Phone: (305)795-2204 z
oa 6 Expiration: 12111/2016
Project Address Parcel Number Applicant
10650 NE 10 Court 1122320280930
Miami Shores, FL 33138- Block: Lot: STEPHEN&CARRIE ZAWADZK
Owner Information Address Phone Cell
STEPHEN&CARRIE ZAWADZKAS 10650 NE 10 Court (347)613-0157
MIAMI SHORES FL 33138-
.
10650 NE 10 Court
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 2,175.00
SAMADA FENCE INC (305)720-6344 Valuation:
.. .. _..._. . Total Sq Feet: 90
Approved: Available Inspections:
Comments:
Date Approved:
Inspection Type:
Date Denied:
Final
Foundation
Type of Construction:Other Additional Info:ALUMINUM FENCE 5'HIGH BLACK Review Planning
Classification:Residential Scanning:3 Review Building
Review Building
Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.80 Invoice# FW-6-16-60090
DBPR Fee $2.00
DCA Fee $2 00 06/14/2016 Credit Card $ 117.80 $0.00
Education Surcharge $0.60
Permit Fee-Wire&Wood $100.00
Scanning Fee $9.00
Technology Fee $2.40
Total: $117.80
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 a ins is conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this pe it I a _r responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELEC RI A ,PL MBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AF VI ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction Q 0 ng. F heirmore,I authorize the above-named contractor to do the work stated.
June 14, 2016
A or ed Sig ature:Owner / Applicant / Contractor / Agent Date
Buildin Department Copy
June 14,201 1
31� T T-�
fit` Miami Shores Village - _FTV
.
/,� Building Department JUN d� 2tl16/J
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 `y.- -oe_
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC2014/ "
BUILDING Master Permit No. � s�n.5 7l�
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:10 (o 19 0 E l 0 GT_
City: Miami Shores County: Miami Dade Zia: 337/.3113
Folio/Parcel#:l� -�-3�. l� �/ Is the Building Historically Designated:Yes NO A"f
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): 52174 f_V1 /!� _?,Ow t.) a 011 e#: .3bS- .30?^ $03 J_
Address:/O (O Y 0 /V F / O CT_
3.31
City: W4NOL41 .f 4301yC--S State: & Zip:
Tenant/Lessee Name: Phone#:
Email: Q ^J�
CONTRACTOR:Company Name: �O.b✓z �ii/Zl e- yr-e- Phone#: !��^���V f-i-
Address: 1 D 3 S �`
City: 'P_o.-t.- State: p�-L zip: '220t a—
Qualifier Name: SP to 10 � . Ati•-��ca-- Phone#:
State Certification or Registration#: Certificate of Competency#: //)5,&&0 0 3 LN
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ e4_ Square/Linear Footage of Work: C?O e
Type of Work: ❑ Addition ❑ Alteration PCNew ❑ Repair/Replace ❑ Demolition
Description of Work: MMAI + V%A ^ 64'.%L., t Q-c. (e
�L)oo sl ,cam L Q. S' '._g[,► i Dow /e %e�
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ i dV - 010 CCF$ 1 d7 CO/CC$
Scanning Fee$ ®O Radon Fee$ DBPR$ "c5b Notary$
Technology Fee$ Training/Education Fee$ C) G Double Fee$
Structural Reviews$ Bond$ J'
TOTAL FEE NOW DUE$
(Rev1sed02/24/2014)
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: 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 Signature
OWNER or A0
CON CTOR
The foregoing instrument was acknowledged before me this The foregoing istrumentwas acknowledged before me this
�—�
day of 20 --�by day of Ap20 l � by
Q��Q.•n F �-QAAOJIZl�a-3,who is personally known to who is personally known to
me or who has produced DC. as me Aho has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: GAJ Sign
W-eqn
Print: % Print: o
�' '
_ *= Seal: _ y►= COMMISSION
Seal: IW....
EXPIRES: July 17, 2018 FF136164
''o,,, www.AARoNNoTARY.COM �•` EXPIRES: July 17 2018
www.AARONNOTARY.COM
APPROVED BY AW Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Pp, C.1pC.1932 lj,I
R.,. Irl iami Shores Village
Lnr��Pi Building Department
J-I0 104 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PER ll/�� /s 7S
MIT�•. SATE.
I, VR�j J" "')
❑ Contractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other)
Address: /o rp�O 112, 10 CT
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Departme t o con ' ue permitting process.
Acknowledged by:
i
PERMIT CLERK INITI
a
RESUBMITTED DATE: 31
PERMIT CLERK INI AL:
Horizontal Picket Wood Fence
1"x 6"PT 4"x 4" PT
--------------
3611 wood pickets
wood posts
Y210 typ.
II #8d x 2Y2"ring
shank nails
(2)per post per picket 7
d
UP C4 M
f7i
10"0 x 24"
U-0 '-.0
14�-jc��N'JC 0000•
0400:6
2500 psi Conc. 000
37
0 0 0 0 0 00
0 0 :0 0 00 •
0
0000••
:0000:
-Typical Fence Panels Typical SdbtrGn00
*000 :000%
0000 0000 0 0:0 00
000000 00000
0000 i14 F- �� 0 4..,
/Y
'A0009
%
V
0 N 01 V=
Notes: 0V
0000 00
All hardware shall be stainless steel or hot dipped galvani7'q0`'::-:-' 0
Dimension lumber shall be ACQ pressure treated an
ends shall be 2%copper STATE OF 4
napthenate treated.
OR j
Concrete shall be 2500 psi at 7 days.
Compaqt all disturbed soils to 98%standar
ctordensity. ASSA I TES
..Pro
-10, T6.2.1, wind speed 75 m ph OR 115 m ph gust,
Design: 2014 FBC&ASCE 7 S 1'��'Si NALI�
exposure C. William F.Flaherty,P.E.25221
-No changes allowed without written authorization from the engineer. 1351 SE 4th Avenue
Pompano Beach,Florida 33060
This fence is not designed for use as a balcony rail or other raised structural barrier. Certificate of Authorization#26223
954-562-9300
Samaria 4.6.16 -
± NTRU = LIN = �n
T CI1 4LL❑ u' .:S
Page 1 of 2 in order 60381 Completed: 4/16/2014
File number: 7951140061 Surveyed: 4/16/2014
Client: SUNBELT TITLE COMMUNITY NUMBER: 12086C
Lender: GIBRALTAR PRIVATE BANK & TRUST COMPANY PANEL: 0306 SUFFIX: L
Buyer: STEPHEN ZAWADZKAS AND CARRIE ZAWADZKAS INDEX DATE:
Seller: GG PROPERTY HOLDINGS, LLC F.I.R.M DATE: 09/11/2009
ZONE: X
Premises: 10650 NORTHEAST 10 COURT , MIAMI SHORES, FLORIDA 33138 MIAMI-DADE
Description of encroachments, violations or other points of interest at the time of the inspection:
NONE VISIBLE
a r Ryi.Y, d
7
y+ Y er &'iy'
J.
ir
CERTIFIED TO: TTLLTTITEG PI ATE BANK&TRUST COMPANY,STEPHEN ZAWADZKAS AND CARRIE ZAUJADZKAS,
IE EAGENCY,GIBRALTAR
LEGAL DESCRIPTION: LOT 3, BLOCK 6 MIAMI SHORES ESTATES ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 47, PAGE 58 OF THE PUBLIC RECORDS OF MIAMI-DADE
COUNTY, FLORIDA.
THE FLORIDA LICENSED LAND SURVEYOR WHOSE SEAL APPEARS ON THE FACE OF THE SURVEY CERTIFIES THAT THE SKETCH CONTAINED
HEREIN IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER THEIR DIRECTION AND THAT SAID SURVEY MEETS THE
MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS,PURSUANT TO CHAPTER
5J-17 FLORIDA ADM IN ISTRATIVE4000Ot F)#JRXHER THri DWOCL"ENT IS ELECTRONICALLY SIGNED AND SEALED PURSUA\T TO CHAPTER 5J-17 062
(3)OF THE FLORIDA ADMINISTRATIVE r°l)p,
• •• • • • • ••• •
TRUELINE TECHNOLOGtES LLC TH ����,,ppt'�tN,��y`�O�,JJ�� -IAS ?EZOj;�*_J�TTEC 9Y TN_'STATE L!CF,4sEJ LAVO SJRVEVLvG FIR"AS ItiO+CATED C'J THE FC. C::r:G aAG= ri e`.IvF
TECH10'.OGI=5 LLC PRO619E5 THE DIGITAL T,A0N %IISST�.A'J�ARC�J`4NG C�THE PRODJCT,A':0 IS ti0'-NVOWED 114 ANY FACET O°TSE TECI+NJCAL°iC_C'Y.ORti'CR�OR.'ED AND'TAKES
40 WARRANTIES AS TO Tut ACCJRACY OF SUCH WORK A_L TRANS.'1SSONS OF THE ZROCJCT ARE V A SECURE'SHA-±'SECURE HASH.•ESSAGE 660E'.%THIN 17S
S!GNATURE FI_c A UA",UALLY SIGNED AND SEALED LOG OF 7-1:S SURVEYS S GNAT,JRE F,LE IS KEPT C'.FILE A7'HE-ERFCR."'JG SJRVEYORS CF-SCE.
PRINTING PROCEDURES:BECAUSE T•+IS F16F**6 9-FN SjN7 c ECTRON'CJ'_Lv,ITIS IV-FRATIJE THAT THE PRI.7 SETT'NGS BE CCRREC-',N ORDER TCDEP-C-AN ACCURATE
RE�R:SENTATIO'J O°THIS OOCJ'.1EV➢ON RfiPcR.INSTRy'.:-JP%4.H 1 ":. J t 40_)JCT IN ACOS'9EAOER.S°SECT^'i�T L JL-.T' -I_L �. CT CC.C'?'R JTER UNDER
�R.VT RANGE.SE_ECTA_L UNDER PAGE H/LADLING.SE'_-*%C6E FCR A��S•.a,.•:G i.NO J'.J-ILCK A,:;O'v O'ATE<.•.]CE`a'_R C ^CSe�A=cR S�JR.,c By�_ S,TE C..CK PR%7
•• • • • • • • •• • •
•• • ••• • •• •
I
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
5
Irela, Id & Associates Surveying, i, tc �
rBoundary 1301 S. International Parkway Suite 2001 Page 2 0`2
Survey Lake Mary, Florida 32746
Office-407.678.3366 Fax-40742.0.8165
• \ P.C.IraeC cn
J Lc!\ Fn E
Cc-\v Fnd
0
• Lot 2
Block 6
150.00'(P) 149.75'(M) •.9
Knd.'Rasar '
(NC 1den;i r'ahon) Chal^Ji k Fe»ce 5'Wood ante J F
'.PP 9 C NJ Idertl9�a:c^) I I
"'�••�.„ PJC!ECu•J i AcC Pa:P Q �'>�; Pads h•;\
I .mss ''+•r 33 i
°2 2 FE-FE 4E 3 �C'i
o _mow o f 4
9� r
v rn S Lot 3 -r a 0 1 OIC
CCJO U ' -_•� _�!=_s=�" - #
WTwo StorY Frame& Q-r a EntBlock 6 � i _1 C.B. Residence ( Ile) p—Ia- <n10650 p 7O W
c '2.7'
7O z
U) w
CO O_
CC-C. Dnve.vay__
�'l �_ ;•,I_r=_-� 75.3 I',
ah Ce vial wi:F 8 1s�3 C.9 Wal
�..
3 Cnam_inK CerCe
sa r
Fnd.%'Rntar �.0- - 0 Fnd.% Re'b
1`YYY (No Iden'lnca:,of!) 150.00'(P) 150.14'(M) (NJ Idertifica!;cr;
Lot 4
Block 6
� S
S S
v
LC, �`` S
GraehlC Scale
=food Zone: X Panel:0306L 0' 15' 3O' CO'
Community Number: 12086C Date:09/11/2009 Sca'e: i"=30'
Legal Description: Lot 3, Block 6, Miami Shores Estates, according to the Plat Field Date: 04/16/14
thereof as recorded in Plat B k 7 Pace(sl 58 P bli ecords of Dade County, Florida.
Legend- • • • • • • • • Lrvey N :es- >
FL -P-R..,Cr+a��e• �E•s r•,s�Se�}.':•t-I}c;a Ceso¢I n S.rD s-A t.C ell
^ r' ..•..� •• • / • •j• • i� e C r.::-_ .- Pa,ec I -atr
CB P.;, F. �.'... �t.'Se.":,• >t+.•^✓J P�:C�3:�.'DLS nd�t[;'GeH^Rt.soa•r^a�•..C2'14.O.P�dD5.n•n•R. IF f- [ -1
e!Ac^.tea-t F.O
C., C B. Pa••�Pe,��•• •'�a'•s• • • ••
c•^'a�l-+e >C�.rCI IJ a'i EaS<•,C�'S D':':•Res!aG'Dr1^.'RC•C•C. Ca
_ _ >_BB•^:X35 S 5'":.•^�"C_'. 5 F58 a a^c 9a e � ^^•tee.�•P ae^.fie:,•.",'.._'
pf, - a .Esu cR:, -Re•"a R e > - oP <P'�K lR���
E.-. Fa >P.-C"d'es D•e.:�..:`D_sea o _.o s!...:tP_..-..L-rs ¢wt ^.
FT i •�K�'� • • � • I Q .. -.
FF E F � �c�_ -,...a.. P& •Ra•t • �:a - FCR
F^^. F '1 PSC 8 C a �..•e ,• :1*06 8-c C•Fc:'e•a YaM1P'.J"tCe^.I;;;,z'.e7 U•..r5: ' T•.c
� • ;,.^e^1Fse+ eai •>• :L • F:-V
1e.._,,.,I k fea •• • • • • • • Patrick K Irefarc`coR cb X637 9 7623
�' a •5t-,'Re�l•S ••� r •>sa rim ,Q ��af se.e aC-. aed^: Sr[e 5e'N•
•.an , s .. R .a c,D.ere:_ a P r a is .r Cc-ca rs 1 I ` Da e�5 e: C C a
raa C •a'Ra•r•^s LLT• 9 U.c,�E asrr�' s ..• N 4 S./�' `D P„'G Cse9 D-'9 t e l "•. 1 V •. I 6 SL•a,151 l C rJ C r.j Za oR
R .Ra 1 a•..6• ,:.._8aM U3a•s IeR38a v ' a_ Steel - ec-. ••.t�.•ar•..� 4 "C E33 5 •• s.ja'�. 6S:a
Pa a'B•. A^ae 6>a7�eC 'E.:�i'.-.e�•rva,y. s�?e-e'.. .,.,.�er_ ^�_....eCP�'ec :.,.
D D'•¢•4 � .I • • • •moi • • ^j F.leNo.1S-15F+22
-P- .. e,:e .r. �^n•1^.F•,Te •>jis$Y:n1 i•NO' 8^1:`"cele x••^0."1e rroc^C:$,,..i Fc::».^o'e• .I� _ .- ;s._,..c r- ss..,a o,•;a. _^r•ec�.c•a Fi.:.+y.;7 -•
• •• •• • • • •• •• _
••• • • • ••• • •
2.625" Mechanical AIuminum Fence & Gate* 'A fence 60"high or more with two rails plus top cap with 1"
2.468" —� Not designed for use as a balcony rail or other raised structural barrier. pickets spaced 5^CC with no decorative rings or scrolls has
9 Y more than 75%opening.
.058"
t 052 are punched
. -► I Pickets may punch Pickets p
1.6 5" 1 219" through mid rail or through top rail
stop at mid rail Top Cap 6" Max
-- 60" Max.
-�
H - Mid Rail
HR-1 Cap Detail - 0 Cap Detail (optional) <4" ;« rolS�
_ a
(w/snap plate HR-2) (w/snap plate HR-11A
:..
HR-13 or HR-5
1.795" 3000 PSI Conc. <4" Optional Decorative Pickets 72" Max
Structure ;Rings or scrolls {top of pressed Wall Mount Brackets
pears or top rail)
" 1.625" " s (AttCap&Channel w(2)#12 x S TSS S )to
(for pool code) 2 x 2 x .125
,070" 895
I ♦ �"°" y Tube Posts HR-12
i I Bottom Channel
HR-3 Bottom Channel Detail
(W/snap plate HR-2) 093"
Cast Aluminum.f
2" 2 Chinn ail 12"0 x 24"for up to 5' <4�� 3"0 x 3'/2"Core Shoe 3000 PSI Conc.
fence height, 14" 3000 PSI Structure
(Fill with Sikadur 32 hi mod
for ov o 6' �. Alternate Attachment
epoxy with sand aggregate) Post (2"x 2"x 3/16"angle(attach to walls
3/a"� (see detail below) w/(2}'/<"x 1%"embed Tapcon screws)
211 60" Max. ► Magnetic ch Bottom Rail
066" " s (for gate under 5 high)
040 S If closing 11 11 11 11 11 H 1 F' 5"x 5"x%" _#14 x%"SMS EA.
inges Self closin4,lath MOUNTING SHO�� SIDE OF CASTING
HR-4 Post
18"x 18"x 1/4" �3" ►� HR-12
HR-4 Post Detail HR-13 Picket Detail Plexiglas -
(w/snap plate HR-2) 2" 2"x .125" (where Req'd) Min. 4"3000 Channel
Tu posts II II II II II 56" Max '1„la-I ♦"psi Conc. 1� ,
1.800" HR-13 or tF '.
x x .093" '0�Min.
i .:
Tube tame Pickett-" Cast Aluminum Shoe Detail - ,;,,
(4)'/<<"x 1'/<"embed tapoons,Min.3"edge distance.
1.465 ►' .040 `r3'
"
.097" "
"0 x 24" tlr 14 3" 14
" 00 psi Conc. > ''
HR-4A Post Detail 3 1/4 � � Core Mounting Detail
(w/snap plate HR-2) HR-5 Picket Detail Self Closing Gate all 6°3, (Fill with Sikadure 32 Hi-Mod.epoxy
{use for posts up to 48"High} extended with sand aggregate)
(48'to 56"high )
Notes:
i{ i✓.
1. Design: 2014 FBC, $ASCE 7-10,wind speed 75 MPH, exposure C. Max total fence height is 6'(including pressed spears).
2.All components for fences are connected with#12 x 1Y44"SMS screws. Fill all bosses. ti+ Marr;�
,1 F, F ,
3. Fence panels and gates shall be powder coated or factory finished for corrosion resistance. No aluminum in direct contact with concrete. e'I Closing Hinge Detail rr
_1,., _ - , ,r
t- ° (Attach w/(4)#12 SMS screws} �� ` «•«*»+ '+ r
4. Gate frames shall be shop welded by certified welder. Use 5356 filler metal, weld 1/4"all around. :. Eft
5. Pickets can be pressed spear top or molded plastic finials of any shape. Attach molded finials with (2)#10 X 1"SS screws. «'• 'vr�
Magnetic Latch Detail ,e
6. Soil compaction aroun,&foatir�s�saall be 9800 oplamum density(2500 psf r inira,um capacity} (Attach w/(4)#12 SMS screws} N 25221 ;
7. Core drilling must be 2ttninir�tpr>le> 3' 21frerroacy concrete edge (to edge•of a�e:h`bIZo
8. Materials: 6063-T6 aIq;9lh yp gjTj, components: structural quality molded polymers or zinc coated cast fittings. "
It
Post
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. STATE OF
10. No inspection was made at this jobsite and the design depicted herein is based upon data supplied by the contractor.*This engineer is not to be held
liable or in any way reeponsr�bSe for tFSe it a of�r1y irj2r�curate information.The contractor shall field verify all measurements and information used in this / `�, "«« P «." N`�•.
designore any
s are#nadg t4
nd the
on and the
on of
1. fieldf conditions d r f Um he•inforc al o otfi 5Suarements originally presented to theleng neer, the engineer ng neer should be consulted and given the
opportunity to make any necessary adjustments to the design prior to construction. 0
12. No changes to this 4;pVAqg arg ajlopgq without written authorization from the engineer. L Fj LA TY William F.Flaherty,P.E.25221
1351 SE 4th Avenue
13. Copies of this drawing wiiLbout:ariptigii;i ign+re and seal of the engineer are invalid. ASS TESPompano Beach,Florida 33060
14.The contractor shall I$ld 2fa84iJnQer Parae%jfor all fabrication and installation anomalies, inaccuracies, quality of workmanship, etc. TypicalAutomatic Latch tCirc, Certificate of Authorization#26223
... . . . ... .
Samada Fence 4.23.16