DS13-2327 ,���`• ��� " Miami Shores Village ,P
Building Department artment 0C T a'13 �l`
• 10050 N.E.2nd Avenue,Miami Shores,Florida 33138
l� Tel: (305)795.2204 Fax:(305)'756.8972 )y ...._. v�,__--__----_
�3 I INSPECTION'S PHONE NUMBER:(305)762.4949
BUILDING Permit No.y1-&— o�3a -
PERMIT APPLICATION Master Permit No.
FBC 20 t_0
Permit Type: BUILDING
�7-� L ek3 i
OWNER:Name(Fee Simple Titleholder): I n � U�'Sr- Phone#: 3-a" S
��� �'
Address:
City:/ A A';' -t S)„_ State: Zip:J`3
Tenant/Lessee Name: Phone#:
Email:
JOB ADDRESS: z5 )—
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: / �— _�1 t. /— &.2 U 130
Is the Building Historically Designated: Yes NO Flood Zone:
� 1 P
CONTRACTOR:Company Name: re, L CV S�fa rj A #: ` J V6 le p y
Address: 6Z Z5 ry-'Ck^A'L"
City: - D e�Ft (_ State: Zip:
Qualifier Name: PhonW. (
G�State Certification or Registration#: GANCEI fiGate of C mpetency /
Contact Phone#: Email Address: IVIG l�ibZ
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit:$ C� Square/Linear Footage of Work: - �C
Type of Work: ❑Address *Iteration ❑New ❑Repair/Replace ❑Demolition
Description of Work: ��� D) t 've l—va.'\ (- . '-"�LC-�-��,
COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
l _
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$ -7
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 stWndards 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$2500, the applicant must
promise in good,faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencenienv must be posted at the job site
for the first inspect' N I occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b ap roved and a reinspection fee will be charged.
Signature_ Signature
Owner or Agent Contractor
N t�►
The foregoing instrument was acknowledged before me t11�i� � The t�p�!e i in trument was acknowledged bf fore me thisZ,Z
day of /-�� 1�,20 0,by 1k t ykj� day�of t 20 La,by \ C�
who is persopersonally—known to me or who has produced C who is personally known to me or who has produced
As identification and who did take an oath. A a 1 e t 1 a 1 nd w o id take an oath.
otary Public to d o�F�Onda
NOTARY PUBLIC: +� zalez
�! My Com ,issron E B t
Ex ' s 4/27/2011
Sign: '��r i_J 1 Sign:
Print: IA RT Print:
My Commission Expires: . b� a t;.eAkDvWS Off) ` D�'''991 My Commission Expires: CJq 21"1 ZU 1
XPiPES.iar�.iar,l04,201u l
l,!<;07)3 9 0153 FiOr^idallotary er Ei`i Om _!
t:FY:F9:9c:F*9r 9r 9c*9r F****ir it eF is*9c eF•.."s•***9c**i:*9:*9c*9c9:*:PF:F:F:F F F**9c Y 9c 9c:F is k9c 9c**F F*:F9c:Ft****:F 9c icYic F�t F�e$:F*/:F�:is*fie Y*Y*:F it:F:F********
APPROVED BY Plans Examiner / h/ �j Zoning
Structural Review Clerk
(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)(rev6/4/10)
�S.OR
� S
Miami shores Village
logo Building Department
10050 N.E.2nd Avenue
121;40 Miami Shores, Florida 33138
ORIDp' Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF(FLORIDA)
COUNTY OF(DADE)
The undersigned Affiant, �� �y,does hereby attest that
(Property owner)
The attached survey, performed byAu':l 4-C I-� ' C
(Name of surveyor's company)
For address: 1_'4 L ' &I
I `J �
Performed on /02 (date of survey) is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures may affect final inspections as applicable to this or other permits.
- urtherAffiant say eth naught.
Property Owner Signature Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this day of U �� _2 01
Affiant is personally known to me,Lproduced�i� �— as identification.
0o.,�%v- ORT
�,r Jt,Ri�
Revised on 5/22/2009/Revised on 6/12/09 .oi�"r°jac, #D094799'
4!. 4v; �M1V11SSIUN 04 2014
Eypi tES jaouary
f+Nala �arwca.com
iC
]Vh%air'ni itiores Village
100-jO Nfoalwast Second A,,enue
Miaan 'i'liores, 1,11oridi 33 118-23,82
eiephone�
756-8972,
COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY
WHEREAS, n1j_C_+j' � C'j\_er'j� hereinafter referred to as the Owner of the following
(owner)
described property: /'_ -I '," 'I ( L.
Legal descriptionlfolio#:
/3
Lot Block 2 Subdivision
Tax Folio
Requests permission to install:
V/As_phalt, concrete, brick pavers
Landscaping
Other
Within the public road right of way of
(address)
IN CONSIDERATION of the approval of this permit by the Village,the owner agrees as follows:
1. To maintain and repair,when necessary,the above-mentioned item(s)installed within the dedicated fight of way.
If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within
public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be
paid by the Owner or shall constitute a lien against the above described property until paid.
2. The owner does hereby agree to indemnify and hold Miami Shores Village or Dade County harmless from any
and ail liability,which may rise by virtue of permitfing the installation of these items within the public right of way.
3. The Owner does hereby agree to remove or relocate their facilities at their own expense,within 60 days notice
by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s)to be
removed and alien being placed on the property and/or assessed against the Owner for all costs incurred in the
removal and disposal of the item(s).
4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and
shiallrernain in 1u!I force and efffect and be binding on the underSigried,lulair heirs and assigns, Un'"l such luilne as
this obligations has been canceled by an affidavit filed in the Public Records of Dade County, Florida by the
Village Manager of Miami Shores Village(or his fully authorized representative).
SIGNED, SEALED, EXECUTED ANDACKNOWLEDGEon this day of
(owner)
SIGNED. SE.--k-LED, AND DELIVERE'D sn the presence of:
ABBREVIATIONS AND LEG
BOUMARY SUMY MIM09/09)07
RB
150 N.W.102rA fflVEff m-
26379 a,. , u.-NOUTPoIB
-#-4u-WWDFRWll
InAhn SHORES,FLORIDA33150-1232,1111 ASI 126M7
11-14(tIll—
Ma SUAkfV01111-_LMORANNERS•MAPPM Ill 0
NORTH SIDE
OF PROPERTY
(W TOTAL RNI N.W. 102nd STREET
. . ..................................................
.................. ................................
.......... ......
............ ..........................................................
iyp
A (R) 75.
sptw W 79.8
4. F.I.P.aw
(NOB).) (NO 10.)
z
ON Pl. 18.00' 20.34V
law
TILE
4mE a-roRy
ca
4'CLF.
22.7W
(/elrol>
O
EAST SIDE
WEST SIDE -j
OF PROPERTY u: OF PROPERTY ;d
4
4
u i�l` 0 C -- Luli
REMAINDER E 112 OF I
LOT LOT 12
11 LOT
" BLOCK 2 --------
O BLOCK 2 BLOCK 2
ON cp 0.40-CL m o SGA to 2o
F.I.P.314' V C.LF.
(NO ID.) LL (NO ID.)
vj 75.3!' (R) 75.32' (M) LOT 13
0 LOT 14 (1,N FEET)
BLOCK 2 BLOCK 2 30 It
SOUTH SIDE
OF PROPERTY
............ .....
...... .......... ....................._........... ........:..............................................
.............. ........................................
.,
TYPE OF PROS: SCALE: As Shown
BOUNDARY SURVEY 08/09/07
c PROJECT LOCATION: DRAWN `RB
150 N.W. 102nd STREETN° 26379
s 11605 S.W.8ft AVE
M LOM FLORIDA 33156
�l0 6zoo MIAMI SHORES,FLORIDA 33150-1232,US PROWTNW. ASI 1268-07
NOTE:ONLY VALID MT N PAGE 2 SMEf: 1
LAND •LAND 7SSS SEE NOTES ON PAGE 2 FOR ANY EASEMENT VIOLATIONS AND/OR ENCROACHMENTS 2 ETaIM
CERTIFIED TO. PROPERTY ADDRESS:
A. Linneth Richardson
B. Liberty Reverse Mortgage 150 N.W. 102nd STREET
C. Placer Title Company MIAMI SHORES,FLORIDA 33150-1232,US
D.
LEGAL DESCRIPTION,
Lot 12 AND THE 1/2 OF LOT 11, Block 02 of "BUNMAR PARK ADDITION" according to the Plat
thereof, as recorded in Plat Book 24 at Page 71 of the Public Records of Dode County, Florida
FOLIO N0: 11-3101-023-0130
LOCATION MAP
NOT TO SCALE
',j• ��.r �t I r
N i 4 '{ _ - SITE
}` M bill!Mir 5r t
I I p��....
t 2 z
r 3 .g
SURVEYOR'S NOTES:
1) The above captioned Property was surveyed and described based on the above Legal Description
Provided by Client.
2) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein
described are not shown. Underground utilities ore not depicted hereon.
3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not
shown on the plot and the some, if any may not be shown on this sketch.
4) Wall ties are to face of the wall.
5) Ownership subject to opinion of the Title.
6) Additions or deletions to survey mops or reports by other than the signing party or parties
is prohibited without written consent of the signing party or parties.
7) Elevations shown hereon are based on a closed level loop using third order procedures and are
relative to the National Geodetic Vertical Datum 1929.
8) Survey map and report or the copies thereof are not valid without the signature and the original
raised seal of a Florida Licensed Surveyor and Mapper.
9) Ownership of fences are unknown.
10) This survey has been preprored for the exclusive use of entities named hereon this Certification
does not extend to any unnamed party or parties.
11) The purpose of this survey is for use in obtaining Title Insurance and Financing and should not be
used for Construction purposes.
..... ...... . . . .. ....... .......... .....
HEREBY CERTIFY
THE
ACHED BOUNDARY SURVEY
IBED
FLOOD ELEVATION INFORMATION: (PROPERTY 6 EC 770 THE BES AND e��NTLY
SURVEYED UNDER MY DIRECTION.ALSO THAT THERE ARE MID VISIBLE ENCROACwiENTS
Dote Of Field Work: UNLESS SHOW AMD THIS SURVEY MEETS MI6MRRM TECHM�AL STANDARDS SET BY THE
OATH OF FTTOd: 03/02/1994 FLORIDA BOARD Or LAND SURVEYORS.AS SET FORTH IN CHAPTER 472027(F.S) AMID
08/08/2007 CHAPTER SIC17-6 OF THE FLORIDA ADMINISTRATIVE CODE THIS UR
S SVEY DOES NOT
REFLECT OR DETERMINE OMVERSMP.
120652/Miami Shores,Village of
PANEL: 0090 sUPPix. J
SOURCE OF ELEVATION:
ZONE- X BENCE1IARitNO: N/A ESTEBAN ORTIZ
BesEFLooDELEvwTwN: N/A IIEVATION: N/A PR SSIONAL LAND. SURVEYOR AND MAPPER
MOTE:NOT VALID UNLESS STATE OF FLORIDA
SIGNED AND SEALED NO. 5927
MIAMI-
® MIAMI-DADS COUNTY,FLORIDA
BUI[.DING CODE COMPLIANCE OFFICE CCO METRO-DADE FLAGLER BUILDING
PRODUCT CONTROL DIVISION ) 140 WEST FLAGLER STREET,SUITE 1603
MIAMI,FLORIDA 33130-1563
(305)375-2901 FAX(305)372-6339
NOTICE OF ACCEPTANCE (NOA) www.atair a�tdacle.gov/t�uildlaQcode
Buckeye Technologies,Inc.
1001 Tillman Avenue
Memphis,TN 35112
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(AHI).
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 AHI(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 AID 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 therequirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCREMON:UltraMber 500 Concrete Reinforcing Fiber
APPROVAL DOCUMENT:Drawing No.1,titled"UItraFiber 500 Concrete Reinforcing Fiber",sheet 1 of
1,dated 11/24/08,prepared by Buckeye Technologies,Inc,signed and sealed by Thomas A-Kolden,P.E.,
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:None
LABELING:Each unit(bag shall bear a permanent label with the mans name or logo,city,state
and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be consideree}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 orlif 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 profit,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.
AIDVERTISEA ENT.,The NOA.aumber preceded 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos AL Utrera,P E.
NOA No.06-0501.12
Expiration Date:January 28,2014
/ Sd APproval Date:Jatauary 2d,2009
Page I
1
Buckeye Technologies,Inc.
NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 1,titled'UlteaFiber 500 Concrete Reinforcing Fiber",sheet 1 of 1,dated
11/24/08,prepared by Buckeye Technologies,Inc,signed and seated by Thomas A.
Kolden,P.E.
I2. TEST'S
1. Test report on Concrete Residual Strength per ASTM C1399 of UltraFiber 500
Concrete Reinforcing Fiber,prepared by Stork Twin City Testing Corporation,Test
Report No.308195.1 and 308195.2,both dated 10/24/08,signed by Thomas A.
Kolden,P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office(BCCA).
E. MATERIAL CERTIFICATIONS
1. Engineering Evaluation Report and Addendum per ASTM C1399 of Buckeye
UltraFiber 500,prepared by Ardaman&Associates,Inc-,dated on 01/10/06 and
01/04/07 respectively signed and sealed by Joseph A.Amon,P.E.
F. STATEMENTS
1. Code conformance letter issued by Stork Twin City Testing Corporation,dated
09126/08,signed and sealed by Thomas A.Kolden, P.E.
Carlos 1VL Utrers,P.E.
Product Control Examiner
NOA No.06-0501.12
Expiration Date:January 28,2014
E-1 Approval Date:January 28,2009
General Notes: 4.0 Evidence Submitted:
Buckeye UltraMber 5000 ® ICC Evaluation Services,Inc.Report-ESR-1032.
)Buckeye Technologies,Inc. o Data in accordance with ASTM C1399—Average Residual Strength
1001 Tillman of Fiber Reinforced Concrete from Stork Twin Cities Testing,St.
Memphis,Tennessee 35112 Paul,MN.
(901)320-5100 e Underwriters Laboratories,Inc.CBXQ.R25038 and BXUV.D973
mmw.ultrafiber500.com
1.0 Description:
Buckeye UltraFiber 500 is made from virgin cellulose fibers that have been
chemically processed and then treated with a mineral-based chemical that
results in an alkaline-resistant fiber.The fibers are used in normal weight and
light weight concrete.The fibers are used as a concrete admixture to assist in
controlling plastic shrinkage of reinforced concrete and structural plain
concrete. The fibers are also used to reduce shrinkage and temperature
cracking in structural plain concrete slabs on grade. Structural plain concrete
provisions are found in Chapter 22 of ACI 318 and section 1910 of the FBC.
2.0 Installation:
Buckeye UltraFiber 500 virgin cellulose fibers must be dispersed uniformly
through the concrete mixture in accordance with ASTM CI 116.
The fibers must be blended into the concrete mix at a minimum rate of 1.0
pounds per cubic yard(0.59 kg/m)of concrete.The dosage must not exceed
1.5 pounds per cubic yard(0.89 kg/m).
• "
Buckeye's published installation instructions using either a dispersible bag
et
system or a bulk time metric dispenser must be strictly adhered to. Z
3.0 Specifications:
Buckeye UltraFiber 500 meets or exceeds the following specifications:
A. ASTM 01116—Standard Specification for Fiber Reinforced
Drrawil Wo.1 Sheat 1 of 1 Date:11124/06
Concrete. Buckeye Technologies,Inc.
B. ASTM D7357—Standard Specification for Cellulose Fibers for UltraFiber 500
Fiber Reinforced Concrete,
Concrete Reinforcing Fiber
..
............ ......................................................................................
..................
.......................... . .........................
SCALE: As Shown
TYPE OF PROJECT:. DATE:
BOUNDARY SURVEY 08/09/07
D BY:
l PxolEct LOCATION:
150 N.W. 102nd STREET FILENO: 26379
"R" J 11605 S.W.84th AVE
NUA)a FLORIDA 33156 PRO No:
rEL:c3o5)97a az00 MIAMI SHORES,FLORIDA 33150-1232,US ASI 1268-07
C F��AyX(305)971-199//4��yy NOMONLY VALID MATH PACE 2 SHEET: 1
SURVUY01RE, =v SEE N07ES ON PAGE 2 FOR ANY EASEMENT VIOLATIONS AND/OR ENCROACHMENTS 2 SHEETS
LAND SURVEYORS•LAND PLANNERS •MAPPERS LB 1 7555
CERTIFIED TO: PROPERTY ADDRESS:
A. Linneth Richardson 150 N.W. 102nd STREET
B. Liberty Reverse Mortgage MIAMI SHORES,FLORIDA 33150-1232,US
C. Placer Title Company
D.
LEGAL DESCRIPTION.-
Lot 12 AND THE 1/2 OF LOT 11, Block 02 of "BUNMAR PARK ADDITION" according to the Plot
thereof, as recorded in Plot Book 24 at Page 71 of the Public Records of Dode County, Florida
FOLIO NO: 11-3101-023-0130
LOCATION MAP
NOT TO SCALE
�
AW.O 'M
i ;
SITE
XW
i� - I
t i t tC.
t4 fS j %4E I Igrr��
SURVEYOR'S NOTES: F` ��`'� AW 006k TED
1) The above captioned Property was surveyed and described based on the above Legal Description
Provided by Client.
2) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein
described are not shown. Underground utilities are not depicted hereon.
3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not
shown on the plot and the some, if any may not be shown on this sketch.
4) Wall ties ore to face of the wall.
5) Ownership subject to opinion of the Title.
6) Additions or deletions to survey maps or reports by other than the signing party or parties
is prohibited without written consent of the signing party or parties.
7) Elevations shown hereon ore based on a closed level loop using third order procedures and ore
relative to the. Notional Geodetic Vertical Datum 1929.
8) Survey map and report or the copies thereof ore not valid without the signature and the original
raised seal of a Florida Licensed Surveyor and Mapper.
9) Ownership of fences ore unknown.
10) This survey has been preprored for the exclusive use of entities named hereon this Certification
does not extend to any unnamed party or parties.
11) The purpose of this survey is for use in obtaining Title Insurance and Financing and should not be
used for Construction purposes.
,'•I•HEREBY•CERTIFY THAT.THE ATTACHED BOUNDARY SURVEY OF THE ABOVE DESCRIBED
:.•:.•::::.•:.•:.•::..................................
..........................................................................
FLOOD ELEVATION INFORMATION: PROPERTY Is CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY
SURVEYED UNDER MY DIRECTION,ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS
UNLESS SHOW.AND THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS SET BY THE
DATE OF FIRM: 03/02/1994 Dote of Field Work: FLORIDA BOARD OF LAND SURVEYORS. AS SET FORTH n4 CHAPTER+72.o27 (F.$) AIA
0$/0$/2007 RCHAPTER
EFLECT SIG17-6 OF WE E FLORIDA ADMINISTRATIVE CODE. THIS SURVEY DOES NOT
OR DETECOMMUNITY Nu: 00,
120652/Miami Shores,Village of
PANEL: 0090 SUFFM J
SOURCE OF ELEVATION:
X BENCHMARTCNo: N/A ESTEBAN ORTIZ
PRZFESSIONAL LAND SURVEYOR AND MAPPER
BASE FLOOD ELEvATION: N/A ELEVAnoN: N/A ,,,DTE:Nor VALID UNLESS STATE OF FLORIDA
SIGNED AND SEALED N0. 5927
E t
hliAlrll- MIAMI-DADE COUNTY,FLARIDA
® 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)372-6339
NOTICE OF ACCEPTANCE (NOA) www.maimidade gov/buildingMde
Buckeye Technologies,Inc.
1001 Tillman Avenue
Memphis,TN 38112
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 Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION:UltraFiber 500 Concrete Reinforcing Fiber
APPROVAL DOCUMENT:Drawing No.1,titled'UltraFiber 500 Concrete Reinforcing Fiber",sheet 1 of
1,dated 11/24/08,prepared by Buckeye Technologies,Inc,signed and sealed by Thomas A.Kolden,P.E.,
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:None
' LABELING:Each unit/bag 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 NGA shall be considered atter a renewal application has been fled 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 oNf 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 preceded 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.06-0501.12
Mugu=cm. Expiration Date:January 28,2014
Approval Date:January 28,2009
fl5le� Page 1
T
Buckeye Technologies,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 1,titled"UltraFiber 500 Concrete Reinforcing Fiber",sheet 1 of 1,dated
11/24/08,prepared by Buckeye Technologies,Inc,signed and sealed by Thomas A.
Kolden,P.E.
B. TESTS
1. Test report on Concrete Residual Strength per ASTM C1399 of 131traFiber 500
Concrete Reinforcing Fiber,prepared by Stork Twin City Testing Corporation,Test
Report No.308195.1 and 308195.2,both dated 10/24/08,signed by Thomas A.
Kolden,P.E.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
L Miami Dade Building Code Compliance Office(BCCO).
E. MATERIAL CERTIFICATIONS
1. Engineering Evaluation Report and Addendum per ASTM C1399 of Buckeye
U1traFi'ber 500,prepared by Ardaman&Associates,Inc.,dated on 01/10/06 and
01/04/07 respectively signed and sealed by Joseph A. Amon,P.E.
F. STATEMENTS
1. Code conformance letter issued by Stork Twin City Testing Corporation,dated
09/26/08,signed and sealed by Thomas A.Kolden, P.E.
� � ✓rpj
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.06-0501.12
Expiration Date:January 28,2014
Approval Date:January 28,2009
E-i
General Notes: 4.0 Evidence Submitted:
Buckeye UltraFiber 500® • ICC Evaluation Services,Inc.Report RSR-1032.
y • Data in accordance with ASTM C1399-Average Residual Strength
Buckeye Technologies,Inc. of Fiber Reinforced Concrete from Stork Twin Cities Testing,St.
1001 Tillman Paul,MN.
Memphis,Tennessee 38112 o Underwriters Laboratories,Inc.CBXQ.R25038 and BXUV.D973
(901)320-8100
www.ultraflberSSM.com
1.0 Description:
Buckeye UltraFiber 500 is made from virgin cellulose fibers that have been
chemically processed and then treated with a mineral-based chemical that
results in an allmline-resistant fiber.The fibers are used in normal weight and-
light
ndlight weight concrete.The fibers are used as a concrete admixture to assist in
controlling plastic shrinkage of reinforced concrete and structural plain
concrete. The fibers are also used to reduce shrinkage and temperature
cracking in structural plain concrete slabs on grade. Structural plain concrete
provisions are found in Chapter 22 of ACI 318 and section 1910 of the FBC.
2.0 Installation:
Buckeye UltraFiber 500 virgin cellulose fibers must be dispersed uniformly
through the concrete mixture in accordance with ASTM C1116.
'
The fibers must be blended into the concrete mix at a minimum rate of 1.0
pounds per cubic yard(0.59 kg/m')of concrete.The dosage must not exceed
1.5 pounds per cubic yard(0.89 kg/m').
A�wMr wlll9r
Buckeye's published installation instructions using either a dispersible bag DW
system or a bulk time metric dispenser must be strictly adhered to. -
3.0 Specifications:
Buckeye UltraFiber 500 meets or exceeds the following specifications:
TBuckeye
awln NO Sheet 1 of 1 Date:11124U
A. ASTM C1116-Standard Specification for Fiber Reinforced
Concrete. Technologies,Inc.
B. ASTM D7357-Standard Specification for Cellulose Fibers for lti'aFiber 500
Fiber Reinforced Concrete. oncrete Reinforcing Fiber
Joanna Feliciano
From: Gomez, Monica <Monica.Gomez@fpl.com>
Sent: Friday, September 18, 2015 12:03 PM
To: Joanna Feliciano
Cc: del.Toro, Marcia; Ares, Alicia; Rivera, David; Mendoza, Roger; Morgan, Maridalia
Subject: FPL WR# 6147987
Attachments: 6147987 - VILLAGE OF MIAMI SHORES PERMIT APPL.pdf
Good morning
Could you please cancel Miami Shores Village Permit Application for FPL WR# 6147987 send on September 4, 2015.The
job is being redesigned and the permit needs to be resubmitted. If you have any questions please feel free to contact
me.
Thanks, �l�t/ /`sem 2-2
Monica Gomez
Permit Coordinator
305-442-5593
SEP 1 2015
i
C�
LM FPL WR # 6147987
Miami Shores Villa ga SEP s 2015
Public Works Department ; - -- _-__
10050 N.W.2"d Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax: (305)756.897 ,�I
Public Works Permit No. l
Permit Application
FBC 2004
UTILITY
Public Works WATER
Owner's Name (Fee Simple Titleholder) Florida Power & Light Phone#: 305-442-5593
Ownet'sAddress _4200 West Flagler St
City Miami State Florida Zip 33134
Tenant/Lessee Name N/A Phone# N/A
Job Address(where the work is being done) NE 105 ST AND NE 5 AVE
City Miami Shores Village County Miami-Dade Zip
Is Building Historically Designated: Yes N/A No N/A
Utility's
Geatrastoi�s Company Name _ FLORIDA POWER AND LIGHT COMPANY Phone M_(305)442-5150
Utility's
Gentraster-s Address 4200 W.FLAGLER ST.—EPM/LFO
City: IM AMI State: FLORIDA Zip: 33 134
Architect/Engineees Name(if applicable) DAVID RIVER-O. , Phone David.Rivera2@fpl.com
$Value of Work For this Permit: $ 3,800 Lineal Footage Of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Describe Work: REPLACE 1 POLE
..............4.....Fees....................
Submittal Fee$ Permit Fee$ CCF$ CO/CC
Notary$ Training/Education Fee$ Technology Fee$
Scanning$ Radon$ Zoning Bond$
Code Enforcement$ Structural Plan Review $
Total Fee Now Due$
(continued on opposite side)
• Bonding Company's Name (if applicable)
Bonding Company's Address N/A
City State Zip
Mortgage Lenders Name (if applicable) N/A
Mortgage Lenders 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 this issuance of a Public Works permit will)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 lite 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.
i
Signature N/A Signature
Owner or Agent Utility Representative/-GeAWeter
The foregoing instrument was acknowledged before me this 04 th day of September 2015 by
Monica Gomez _ who is personally known to me OF aspredused N/A as
Identification,ano who-did/did not take an oath.
NOTARY P 1 NOTARY PUBLIC:
Sign: Sign:
Print: Marcia el Toro Print:
My Co My Commission Expires
MARCIA DEL TORO
Notary Public-State of Florida
- = My Comm. Expires Dec 1,2015
Commission#EE 119393
Bonded Through National Notary Assn.
�rrrrrrrrrrrrrrrrrrrrrrrrrrr■ ■rrr■ ■■rrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrr■
APPLICATION APPROVED BY: Public Works Director or
his designee.
11/17/2005
Engineering and Project Management
4200 W. Flagler Street, Miami, Florida 33134
Office: (305)442-5140 Fax: (305)442-5123
FPL PROCESS #:
(Need to hand carry permit)
September 4, 2015
Miami Shores Village
Attn.: Mr. Norman Bruhn
Director of Building Department
10050 N.E. 2 Avenue
Miami Shores, Florida 33138
Dear Mr. Bruhn:
SUBJECT: WR#6147987
FPL plans to construct electrical facilities within you City limits. Attached for you
approvals for a "No fee" permit are the following documents:
a. Permit application form
b. Two copies of the job sketch with the proposed facilities highlighted
If you have any questions, please call our engineer Mr. David.Rivera2(0)-fpl.com
At (305) 442-5593; otherwise, advise me of your approval via e-mail @
Monica.Gomez(D_fpl.com so I make arrangements to pick permit.
FPL
Attn.: Monica Gomez
Permit Administrator
4200 W. Flagler Street— EMP/LFO
Miami, Florida 33134
Very truly yours,
GWonic c n cmaz
000 0 00
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60
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9060
GENERAL NOTES DURATION NOTES
1. work operoeons slatted calmed to either one lone,or rano 1.Sign:one o w ponerm.y be.milted if—f the f--q
omein.tions os/olio ws- .ndifians o met'
l.J Outside tro vellone:(el Dvfside auxiliary lane: al Work operations.e 60 m lutes or less.
IcJ Outside tr avellane and adjoining auxiliary lone: bl Speed limit is 15 mph or less.
ldJ Inside tray ellaneb:le,Inside a Tory laneb cl No sight oDs(rucfions(o vehicles opp...ching the
II1 Inside(rovellone and adjoining b—"ory lone° ark. a for o distance equal to twice the toper length.
b See sleet 3 of 3 dl Vehicle—h the work a a have high-in tensifY•rotating,
/lashing,oscillating,or strobe lights operating.
I/the work o .nfned to a uxili.ry lone the work e) Volume and complexity o/the roadway hes been considered.
a shonbe ebrrirod,d and the RICHT(LEFTI LANE CLOSED
AH£AO signs replaced by ROAD WORK AHEAD signs,
and the merge symbol signs enm,,oted.
7. When vehicles in a parking....block the Lne o/sight to
TCZ signs,the signs shonbe post mo..nted and located in
accordance with Index No.17707.
3. I/the work space erten ds a walk,the c walk
cross o cross toss
should be closed using the in lormafion in Index h'a.660.
1. Signs arc required on the median side for divided nigh ways.
,5. The two chonneliz,ng devices directly in front and directly of
the end o/the work a may be omitted v,.video vehicles,n
the wbl v a love nigh-intensity rotating,flashing,os 0.6'g,
or strobe hy—operating.
6. For general TCZ requirements ontl atldi tiona/in formation,refer
to Index No.600.
SYMBOLS
® W'ork Are.
Sign With 16"w 16"lkln 1
Orange Flag Intl Type B Lioht
Cn.nnelizing Device(See Index N, 600)
8 TYPC 111 Oarricoda
It'ark Zone S,gn
o Advance Warning Arrow Panel
b Lane Idc=nbtic.hon f Direction of Trof,c
liar 2010 FDOT Gmi9rt Standards
MULTILANE,WORK NEAR INTERSECTION 0710110 ars
MEDIAN OR OUTSIDE LANE 616
9 00
9 ... . . 00
0000..
009
0000..
0000.. . . . .
. .
0000..
0.0909 *00000 99 09
.900.
9999. 0000
0 0 0990 9090
:0000:
0000..
999996 9999 0000..
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0
000000 0 9 0 0 . .
9 0
DISTANCE BETWEEN SIGNS
Speed Spacing rIt)
A B 1 c
40 m h or less 200 200 200
45 m h J50 J50 350
D [� [� • W W r(�7•� D i 500'Deyond the ROAD WORN AHEAD
A B C Taper Length• II • 500' sign or midway I--signs whichever
See 7aDle 1( Device is less.
Oe vice Si I-ITapl ¢ Tange�f END
See TPIIoble/ See RDAD WDRK
SPEEDING FINES I Ia Tonle/7
amt f
ROAD DOURL EO Device spanhg
WORK STOP UP,,Dis Tante Between 0e vices((()
WN EN WORKERS1. ROAD BOrric Dees or Vcr ficel
AHEAD PRESENT wORK Sp eetl Cones yr Type I or Type(I
AHEAD (mph) Tubular-11
_ _ - Erect STOP- where p Taper Tangen(P-1,
Oraper r Orurangenr
Ile r.bog lop Dar,s
!ncn 30 foot 25 25 50 25 50
i�o`m fne toper nhe. RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET 30)a 45 25 50 30 50
Rem
xishng STOP sign �
ontl r nstoll when
through lone reopened RDAD
to tropic. WORK
qN E40
T"11
oleIf
roper Len gen-Nerge
N12'Lafer0l iransibonJ
Speed L Notes
""I (It.) NMergeJ
a a 25 125
WOr4 Are° JO f80 L-WS'
35 245 60
b WQ b a0 320
D D D D D Device
D 45 540 L=WS
spanng For larervl trvnsinons vtner!^n i2',
_ A B C rO^g_°^t 500' a 1°rmula fcr L shown in fne nv.es
N See END column.Where
Table I ROAD WORK L=Length of toper in feet
W= Width or lateral transition in feet
THRU RIGNl UNE 5=Pesfed speed limit(mph)
R040 SPEEDING FINES TRAFFIC MUST ROAD
WDRK DOUBLED MERGE NRx RiGXT WORN
ANEAO
AHEAD] .SN WORKERS LEFT
j PRESENT
RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION
WITH SIGNIFICANT RIGHT TURNING MOVEMENTS
1 rhen Ilp--dare is tv close vn the—r s;tle of the.ofersecbon any Ione that 2.FOr;n tersecfion vp➢roaches reduced to° Ingle Ion left turning mvvam cots may
not c icd through the intersection. However,when this r sults in the<lasura°f De proh,btted to main—cop—ty for through vehicular traffic.
right/one o
n ving s;gni/ic ent right turning m en ts,then the right lane—yy De
restricted I.ught turns only as shown in tos tlefvi/.
2010 FDOT Design Standards sn.xt xo.
MULTILANE,WORK NEAR INTERSECTION07101iog Q 01 f3
MEDIAN OR OUTSIDE LANE616
� Na
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6 • . .
• 0000..
0.000• • •• .. ..
w
"90:06 . •• :00:00
0000. 0000 00000
0 0090 0000
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• • 0000.•
•
w..•••• •w.• ••6•••
• • • •
0••6•• 0000 • •
• •
•0•
4
ROAD
WORK
AHEAD Q350D
J ® DISTANCE BETWEEN SIGNS
Sp-d Spacing!/t.l
A IB I C
a 40 m A or less100 200 100
45 mph 350 350 350
a � Work Mea
• • • s 500'Eeyond the ROAD WORD AHEAD
m•sW • sign o mid—y between s;gns
• I I • xhwhe ver is less.
D D D D Taper Length=L I sob D
A B C I I a Device Table 1
W See Table 11 Spacing
Device Spocin -Taper Tangent END Device Spacing
ROAD WORK Mos.Distance Be Meen Devices(ft.)
See Table f I See TYpe 1 or Type fI
ToD/e I1 Speed Cones ar Barricades or Vertical
SPEEDING FINES I lmphl Tubular Markers panels or Drums
ROAD DOUBLED R01D
D,—
WORK 0.f>SID Toper Ton9ent Taper
AHEAD WHEN WORKERS gDAO
PRESENT ® WORK 25 25 50 25 50^
AN EAD 30 to 65 25 50 30 50
LEFT LANE CLOSED ON FAR SIDE OF MINOR 8
SIDESTREET — RESTRICTED TURNING MOVEMENTS flDAO
WORK TODIe!f
AHEAD Taper Length-Merge
112'Lateral Transition)
Speed L Notes
Imphl fit.) INergel
15 115
Work JO 180 L=WSv
J5 245 60
b
• • 40 J10
b I I ( • b
45 540 L=WS
D D D D Dev;ce D Fpr lateral ansaians other than 12'.
Toper Length=L 100' Spacing a formula for L shown m the notes
A B C Tangent 500' column.Where
See Table!1 GaP END L=Length of taper in feet
LEFT LANE Table! ROAD WORK W= Width of lateral transition in feet
Device Spodng-Taper MUST S=Posted speed limit(mph)
See 7oble 1
ROAD SPEEDING FINES TURN LEFT ROAD
WORK DOUBLED WORK
AH EAO WHEN WORKERS
ANEAO
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
1. The no ma/procedure is to dose an the n side of the intersection any lane that is not carried through
the intersection.However,when this results m the closure of a left lane having significant right turn mg
movements,then the left lone may be reopened as a turn bay for left turns only os snow in this detail
J(D 2010 FDOT Doalpn SfentlerDa
MULTILANE,WORK NEAR INTERSECTION 07/01108 3 of 3
MEDIAN OR OUTSIDE LANE 616
0000•• • • •
0000•• w • • •
• • 0000••
0000•• • ••
0000• • •• 0000••
0000• 0000 ••�•
• • 0000 0000
0000••
• • • 0000••
•
0000•• 0000 0.0••0
• w • •
••0000 000• w •
• •
•••
Temporary Crosswalk Marking
lPF7✓F n
In� (� SUEY/NX QOSm � 4 CR � u
CF u l CR fX1S4l�TE CR
d4
PEDESTRAIN H • n,�
CROSSWALK SIDEWALK vatem r
ropbonau CLOSED
•F
snEWALKMOem HIM
I SIDEWALKED
CLOS
CR CR CR - R
Neo o sq�ys ate® N e
R
~c
p Temporary Crosswalk Marking Cj C �
CR SOEWNI(� V CR CR
CR IH•Ol1ET9� CR
PEDESTRAIN
CROSSWALK
ulu
94 MID—BLOCK SIDEWALK MID—BLOCK SIDEWALK CLOSURE
CLOSURE WITH TEMPORARY WALKWAY
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
GENERAL NOTES
1. Only the signs o controlling pedestrian flows a show7. When...tructien activities involve sidewalks on boM sides of the
Ofner work z are signs willbe needed to canfrolf, n.affic on street,offorfs should be made to stage the c nsfruc tion so that both
the streefs, sidewalks are not out of service of the same time.
2. For specing of traffic controldevices and general TCZ & In the a ant that sldewolks on both sides of the street ore closed, CONDITIONS
requirements refer to Index No.600. Maximum spacing pades,iam,shollbe guided.round the construction:one. WHERE ANY VEHICLE,
between barricades,vertica/panels,drums or tubular EQUIPMENT WORKERS OR
mark ors shonnet be greater than 25'. 9. Temporary walkways shanbe a minim of 4'ride with amu
THEIR ACTIVITIES ENCROACH
0.02 c slope and a m 0.05 running slope betweenrromps.m
3. Street lighting should be considered. Temporary walkways/.as than 5'm width shollp—id.for a 5'x 5-p—ing ON THE SIDEWALK FOR A
space at interwols not to exceed toot Temporary ramps shonmecf the PERIOD OF MORE THAN 60
SYMBOLS 4. For nighttime closures use Type A hashing..'norequirements far curb amps specified in Index No.304.Temporary MINUTES.
lights on barricades supporting signs and closing sidewalks. walkway surfaces and ramps shollbe stable,firm,slip resistant,and kept
® Work Area Use Type C steady-burn lights o chonnelizfng devices free of any obstructions and hazards such as holes,debris,mud,
• Channelizing Device rSee Index No.6001 separating the work area from vehicular traffic. construction equipment,stored materials,etc.
D Work Zone Sign 5. Pedestrian traffic slgnoldl'splay controlling closed 10. Temporary romps and temporary cr walk markings shall be r—.,ad
crosswalks she be covered or deactivated. with reopening of the sidewalk,un/ess otherwise noted in the plans.All work
CR Required Locations Far Either Temporary 6. Pott Mounted Si /ocate0 n d and materials a doted ritn constructing to posa ry curb pora ys and
Or Permanent Curb Ramps. gns a jacent to a temporary c walk markings,removalond dis lof tem curb
sidewalk shallhove a 7'mfnimum cleeoonce from the ramps and temporary ca walk markings.and restoration to ortgfnol
b Lane Identification+ Direction of Traffic bottom of sign to the sidewalk. condifon shollbe paid foras Maintenance of Traffic,Lump Sun,.
2010 FDOT Des n Standards R sn.ef ao.
Or— PEDESTRIAN CONTROL FOR Trot 1 a 1
CLOSURE OF SIDEWALKS vdCjU
❑Inaccessible 1x]13kV ❑ Future 23kV ❑ 23kV ❑ Salt Spray ❑ Rock
I
�I
W—_
OP —
--- — WP
--- --
— --�OP � {{011e—— —
iro W=— -
II _ . N
a I
I z
m
n
D
I m I
—Row- -- -- -
__ --ROW- - --
I
TH
SET POLES fAPART NE 105 ST
---�
-- LOC 1
_EK)P—. �OP� 25' S W
--ROW-
'
- - - --
• - 20 ;
Tr-- O
105
15'
45'-1
•
•
I-
�' �• ••• %
flu • + •
O •• •b •
i .
FitLDSEP 2015 •+••••
FPL Construction Symbols q1 i •• • •e• •: •
PROPOSED WOOD POLE _..
i •EXISTING WOOD POLE
LOC.NO. ADDRESS GPS Y(LAT.) GPS X LONG. MOT
❑
PROPOSED CONCRETE POLEP1 NE 105 ST&NE 5 AVE MIAMI SHORES FL 1 25.87167221 -80.18761915 1 616 660
EXISTING CONCRETE POLE
——— ROPMOOVERHEADIRE --C'S__U_..N.-S.M'_NE F__0
.2_-�OCATE—S.:,.�_.
�-'—
EXISTING OVERHEAD WIRE °" ° cg 140,432 4170 AT LEAST 48 HOURS
I '-_ :,s;u rE s 'JI,P? O k :` � �� , � PRIOR TO CONSTRUCTMN
a. �! TOWNSHIP:52 RANGE:42 SECTION:31
EXI5TING TRANSFORMER
v PROPOSED TRANSFoR �Y JOB AND PERMIT OVERVIEW
_ + TE
J I DA I "' ' REPLACEMENT OF EXISTING WOOD
—y EwsTNG ANCHDR :r n r I , L
IV
erican Act
- PROPGSEDANCHDR _ , ', ole placement location POLE
PROPOSED FUSES,NITCH i not meet the minimum
-., �; , I (� �� �� JOB OWNER: DAVIDRIVERA
S EXISTING FUSESWn+TCH - n int distance of 32" NOT TO SCALE
DESIGNER: B.STANG
torn�ed a of curb or back of
PROPOSED SPLICE 80%(57(,0') NO ?9-, 09/03/2015
DATE: 6147987
o EIOSTING sPL�E eox Irx,ol
��� WITH Al i FFr'r-r�AL sidewalk, contact your WR: 61a�9s�
d'o PROPOSED DISCONNECT SNATCH Production Lead,for further ��j!' MAP No.: AD0268
-- REV.
•�• EXIsnNaDISCONNECT SWITCH Instructions.
FPL
SHEET: 1 of 1 0
GENERAL NOTES DURATION NOTES
1. Work operations sh.9be can&ed to either one lane,or lone L Signs and—.w pone/may be omitted if allof the fakawing
ombinations as{allows; condition,or&met
(a)Outside travellone;(b)Outside auxiliary a) Work operations are 60 mnutes or less.
(c)Outside travellone and adjoining.-Pi."lane; b) Speed Rmit is 45 mph or less.
")Inside travellone-;(e)Inside.—Way lone-; c)No sight obstructions to vehicles appraochiig the
(f)Inside travel/one and adjoining auxiA'wy/one- work areequal o for a distance to twice the taper length.
c,See Sheet 3 of 3 d) Vehicles
in the work area have high-intensify,rotating,
floshing,oscillating,or strobe A'ghts operating.
If the work or confined to an uxdiary lone the work e/ VONme and complexity of the roadway has been considered.
o shollbe barricaded and the RIGHT(LEFT)LANE CLOSED
AHEAD signs replaced by ROAD WORK MEAD signs,
and the merge symbolsigns eliminated.
2. When vehicles in a parking one block the Ane of sight to
TCZ signs,the signs shafibe post mounted and located in
accordance with Inde(No.17302.
J. If the work space extends ac walk,the crosswalk
should be closed using the information sl Index No.660.
4. Signs are required on the median side for divided highways.
5. The two channelizing devices directly in front and directly at
the end o/the work or may be omitted provided vehicles in
the work area have high-intensity rotating,flashing,oscillating,
or strobe lights operating.
6. For general TCZ requirements and adaitia—linform.tion,refer
to Index No.600.
SYMBOLS
® Work Area
Sign With 18"x 18"(Min.)
v Orange Flag And Type B Light
• Channellzing Device(see Index No.6001
Type III Barricade
D Work Zone Sign
o Advance Warning Arrow Panel
b Lane Identification+ Direction of Traffic
2010 FDOT Dealpn Sbux de n,0,; ahewt•w.
MULTILANE,WORK NEAR INTERSECTION o�rolroe 1013
MEDIAN OR OUTSIDE LANE 616"*
• • •••• ••••••
•••••• •••• ••••••
•
•••• •••• • •
•••• •••• •••••
•••••• •• • •••••
•• •• •• • ••••••
•
• • • • ••••••
a
a G DISTANCE BETWEEN SIGNS
Work Area
Speed Spacing(ft.)
b b A B C
mph or less 200 100 100
D D • • 6 + 500'beyond the ROAD WORK AHEAD
A B C Taper Length=L we 500' sign or midway between signs whichever
See Table II 4p g eavc/n is less.g-TapTROAD'AORK
Device SpacinIll angent
See Table I I I See
8 table ff l able 1
ROAD SPEEDING FINES turDevice Spacing
WOflK DOUBLED STOP ROAD Max.Distance Between Devices eft.)
ANEAD
WHEN WORKERS type I or Type 11
PRESENT WORK Speed Cones or Barricades Vertical
AHEAD (mph) TubWar Markers Panels or Drums
Erect STOP Sign where
the existing stop bar is Taper Tangent Taper Tangent
re than JO foot 25 25 50 25 50
i om the taper Me. RIGHT LAKE CLOSED DN FAR SIDE OF MINOR SIDESTREET JO to 45 23 50 30 50
Rem
axisting STOP sign 8
nd reinst d.hen
through lone reopened ROAD
to trafro. WORK
AHEAD
Table If
Taper Length-Merge
(11'Lateral Transition)
Speed L I Notes
(mph) fft.J lMergeJ
25 25
Work a JO
Are180 L=WSa
35 245 60
b b 40 J20
n n D D Device d 45 540 L=WS
D d Iw spool
A B C Tangent 500' For I/ormmullar for tL i.nhownother the].tes
See END column.Where- s m n
A Table f ROAD WORK L=Length of toper in feet
W= Width of lateral transition in feet
THRU NOXT 4ME S=Pasted speed Amit(mph)
SPEEDING FINES TRAFFIC MUST ROAD
WORK
WOK DOUBLED MERGE TURN NONE AHEAD
<ROA'
NEAD NNEN WOflKEflS FT
PRESENT
RIGHT LANE CLOSED ON FAR SIDE OF INTERSECTION
WITH SIGNIFICANT RIGHT TURNING MOVEMENTS
1. The no malpracedure is to close on the near side of the intersection any lone that 2.For intersection approaches reduced to a single lone,left turning movements may
not carried through the intersection.However,when this results in the closure of be prohibited to maintain capacity for through vehicular traffic.
s right lane having significant right turning movements,then Ne right lane may be
restricted to right turns only h..in this detal.
2010 FDOT Design SterAWdS R W eh••t No.
MULTILANE,WORK NEAR INTERSECTION o7/0110 tors
MEDIAN OR OUTSIDE LANE 616
• • •••• ••••••
•••••• •••• ••••••
•
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•
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ROAD
WORK
AHEAD QfiOq
J ® DISTANCE BETWEEN SIGNS
Sd Sping
P,
A acB 1
C
a G 40 m h or less 100 1 200200
45 h 350 350 350
a Work Mee
w w x 500'beyond the ROAD WORK AHEAD
•m�mW • s;gn ar midway between signs
whichever is less.
6 D D I d Taper Length=L 500•
A B C I I Q Device Table f
W See Table" Spacing
Device S -Ta Tangent END Device Spacing
Sp per ROAD WORK Max.Distance Bel ween Devices(fl.)
See Table f I I See Cones d
Type I ar Type IT
`JI/^,f] Tobe If Speed Barricades Vertical
ROADSPEEDING FINES I fmph) Tubular Ma/ Panels or Drums
WORK DOUBLED 0. Toper TanTaPer Tangent
AHEAD WHEN WORKER ® R 25 25 25 50
PRESENAMEN 30 to 45 25 30 50
LEFT LANE CLOSED ON FAR SIDE OF MINOR 8
SID£STR££T — RESTRICTED TURNING MOVEMENTS RDAD
WORKTable ff
AHEAD Toper Length-Merge
(12'Lateral Transition)
Speed L I Notes
(mph) (ft.) I(Merge)
a a 25 125
Work Area a 30 180 L=WSa
35 245 60
40 320
w 7er
45 540L=WS
D DD oe;aeDFar lnteraltanitians other than 12',Taper Length=L Spacing a formla Por L shown in the notes
A B C coNmn.Where+
4STable" See END L=Length of taper in feet
LEFT IANE Table f ROAD WORKW= Width of lateral transition in feet
Device SpacMUST 5=Posted speed limit fmph)
SeeTa
ROAD SPEEDING FINES TU RN LEFT ROAD
WORK DOUBLED LrrT� WORK
AN EAD
WHEN WORKERS AHEAD
PRESENT
LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED
1. The no mo/procedure is to close on the near side of the intersection any/ane that is not carried through
the intersection.However,when this results in the closure of o left lone having significant right turning
movements,Nen the left lane may be reopened as o turn bay far left turns only os show in this detail.
® 2010 FDOT DMIgn Standards R won an..t Ne.
MULTILANE,WORK NEAR INTERSECTION o�ro1 3 of 3
MEDIAN OR OUTSIDE LANE 616
6666
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SUawNX�
Temporary Crosswalk Marking
IE]E
S�HYNI(Cl/)59) 4 CR 4
II � CR
CR U CR
b4
PEDESTRAIN
(optional) n R PHEBIIa1N�
CROSSWALK I SIDEWALK
CLOSED
t" y
SIDEWALK
4— CNLOSED
CR CR CRe7emporory Crosswalk
CR BOEWNKfY3A® U C C Q
` I.E•0116i� •• � 4 `R � O
PEDESTRAIN
p 0p CROSSWALK
MID—BLOCK SIDEWALK MID—BLOCK SIDEWALK CLOSURE
CLOSURE WITH TEMPORARY WALKWAY
CORNER SIDEWALK CLOSURE
WITH TEMPORARY CROSSWALKS
GENERAL NOTES
1. Only the signs controlling pedestrianflows are shown. 7. When construction activities involve sidewalks on both sides of the
z
Other work ne signs wRlbe needed to control traffic on street,of/arts should be made to stage the c nstruction so that both
the streets.o sidewalks are not out of service at the same time.
2. For spacing of traffic cartrold-ices and general TCZ 6. In the-ant that sidewalks an both sides of the street are closed, CONDITIONS
requirements refer to Index No.600.Maximum spacing pedeetrians.,hallb,guided around the c...truab.n.one. WHERE ANY VEHICLE,
between barricades,verticolpane/s,drums or tubular EQUIPMENT WORKERS OR
markers sn.nnot be greater than 25'. g. Temporary walkways shanbe a minim of 4'wide with a maxima THEIR ACTIVITIES ENCROACH
0.02 c s slope and a m m 0.05 ru.mg slope between ramp,.m
J. Street lighting should be considered. Temporary walkways less than 5'!n width shollprovide for o 5'x 5'p.as4n9 ON THE SIDEWALK FOR A
.pace at interwals not to ex eed zoo'.Temporary ramps.hanmeat the PERIOD OF MORE THAN 60
4. For nighttime closures use Type A flashing warning requirements for curb ramps speci!d in Inde.No.304.Temporary
SYMBOLS lights on barricades supporting signs and closing sidewalks. walkway sur/aces and ramps shollbe stable,firm,slip resistant,and kept MINUTES.
® Work Are. Use Type C steady—burn lights on chap AWng devices /ee of any obstructions and hazards such as holes,debris,mud,
Chonnef!ing Device(See Inde.No.600) separating the work area from vehicular traffic. construction equipment.stored materials.etc.
[p Work Zone Sign 5. Pedestrian traffic sign ld4sbAy controlling closed 10. Temporary romps and temporary crosswalk markings shollbe removed
crosswalks sh,#be covered or deactivated. with reopening at the sidewalk,unless otherwise noted in the plans.All work
CR Required Locations For Either Temporary and materials associated with constructing temporary curb ramps and
Or Permanent Curb Ramps. 6. Post Mounted Signs located near or adjacent to a temporary crosswalk markings,removal and disposal of temporary curb
sidewalk shakhove a Tminimum clearance from the romps and temporary cr walk markings,and restoration to original
�+ Lane Identification+ Direction o/rr./fic bottom o/sign to the sidewalk. conditan shollbe paid for as Maintenance of Traffic,Lump Sum.
® 2010 FOOT DwIgn Standards
PEDESTRIAN CONTROL FOR Trot 1 of 1
CLOSURE OF SIDEWALKS UCjU
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FPL Construction Symbols
PROPOSED WOOD POLE COMY
-EXISTING WOOD POI E
LOC.NO. ADDRESS GPS Y(LAT.) GPS X(LONG.) MOT
❑ PROPOSED CONCRETE POLE 1 NE 105 ST&NE 5 AVE MIAMI SHORES FL 1 25.87167221 -80.18761915 1 616,660
EXISTING CONCRETE POLE
— — — PROPOSED OVERHEAD RE ......-...,...___..,,.....,.._..
�� r CALL SU WA
EXISTING OVERHEAD WIRE r fS 14MO-4324770AT LEAST 48 HOURS TOWNSHIP:52 RANGE:42 SECTION:31
Y EXISTING TRANSFORMER n �.- `I I 1\` PRIOR TO CMTRUCTEOM 1
V TRANSFORMER iami Shores Village a - - JOB AND PERMIT OVERVIEW
32-Min
PROPOSED M �1 'f --- —
�`"' �� REPLACEMENT OF EXISTING WOOD
---i E%IST>"GAN�NDR BY DATE � American Disabilities Act "'"�
-- PROPOSED ANCHOR Appg0VED SEP V 8 ()15 If pole placement location POLE
y PROPOSED FUSE SWATCH does not meet the minimum JOB OWNER: DAVID RIVERA
$• EXISTING FUSE SWITCH ZONING DEPT `� Y;_ single point distance of 32° NOT TO SCALE DESIGNER: B.STANG
ti
from edge of curb or back of
' G PROPOSED SPLICE BOX 15'X10) p-r g
E DATE: 09/03/2015
DG
D MT
EXISTING SPLICE 60%(5'X10') ��" sidewalk, contact our
y WR: 6147987
d10 PROPOSED DISCONNECT SWITCH {Ift{{-C 10(;()Mill 1ANCF WITH AE_L FEDERAL Production Lead,for further
MAP NO.: AD0268 REV.
•' • EXISTING DISCONNECT SWATCN
AN10
F3`(�i)_)I Al IONS, instructions.S. 36"Min_ �,�'��
SHEET: 1 of 1 0