PL-17-63BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS: 386 NE 92 ST.
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
❑ ROOFING
• PUBLIC WORKS
4-
R CE
JAN 1 0 2017
BY:
FBC 201“
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
CHANGE OF ❑ CANCELLATION ❑ SHOP
-CONTRACTOR DRAWINGS
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address:
City: State: Zip:
Tenant/Lessee Name: Phone#:
Email:
RIGHT OF WAY
Phone#:
CONTRACTOR: Company Name: TECO PEOPLES GAS
Address: 5101 NW 21 AVE. STE. 460
City: FT. LAUDERDALE
Qualifier Name: JESUS VEGA
State Certification or Registration #: E1608
DESIGNER: Architect/Engineer:
Address: City:
Value of Work for this Permit: $ 1000
Type of Work: ❑ Addition ❑ Alteration
Phone#: 954-453-0806
Zip: 33309
Phone#: 954-453-0806
Certificate of Competency #:
Phone#:
State: Zip:
Square/Linear Footage of Work:
❑ New ❑ Repair/Replace
n Demolition
Description of work: PERMIT TO INSTALL A NEW GAS SERVICE LINE
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $
Permit Fee $
Radon Fee $
Structural Reviews $
CCF $ W O CO/CC $
DBPR $ 2 - Notary $
Training/Education Fee $ •' 2, a Double Fee $
Bond $
TOTAL FEE NOW DUE $ J i O
(Revised02/24/2014)
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ;►Siii$,ture
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this- The foregoing instrument as acknowledged before me this
day of , 20' , by 9 day of - , 20 / -% , by
, who is personally known to 'YgS "s (%g c} , who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath.
identificatid who did take an oath.
NOTARY PUBLIC: NOTARY
Sign: S
Print: Print:
Seal: Seal:
,,,,Y,,, PU HUBERT NUNEZ
• ;=o`0.� ; Notary Public - State of Florida
1, 2017
. Commission # FF 043679
"";, ftl;'i' Bonded Tbrougn au n wt ;....ary Assn.
***********************************************************************************************************
APPROVED BY ,10 n Plans Examiner Zoning
Clerk
(Revised02/24/2014)
Structural Review
LY
SYMBOLS:
® Work Area
■ Channelizing Device (See Index No. 600)
ft Work Zone Sign
Flagger
Automated Flagger Assistance Devices
(AFAD), With Gate
Lane Identification + Direction of Traffic
GENERAL NOTES:
1. Special Conditions may be required in accordance with these notes and
the following sheets.
2. If the Work Area encroaches on the Centerline, use the Layout for
Temporary Lane Shift to Shoulder on Sheet 2 only if the Existing Paved
Shoulder width is sufficient to provide for an 11' lane between the
Work Area and the Edge of Existing Paved Shoulder. Reduce the posted
speed when appropriate.
3. Temporary Raised Rumble Strips:
a. Use when both of the following conditions are met concurrently:
i. Existing Posted Speed is 50 mph or greater;
li. Work duration is greater than 60 minutes.
b. Use a consistent Strip color throughout the work zone.
c. Place each Rumble Strip Set transversely across the lane at
locations shown.
d. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option
throughout work zone.
4. Additional one-way control may be provided by the following means:
a. Flag -carrying vehicle;
b. Official vehicle;
c. Pilot vehicles;
d. Traffic signals.
When flaggers are the sole means of one-way control, the flaggers
must be in sight of each other or in direct communication at all times.
5. When a side road intersects the highway within the TTC zone, place
additional TTC devices in accordance with other applicable TCZ Indexes.
6. The two channelizing devices directly in front of the work area may be
omitted provided vehicles in the work area have high -intensity rotating,
flashing, oscillating, or strobe lights operating.
Taper Length
50' to 100'
Buffer Space
/ See Table 1
Tangent Device Spacing
Taper Length) See Table 1
50' to 100
GENERAL LAYOUT
7. When Buffer Space cannot be attained due to geometric constraints, use
the greatest attainable length, not less than 200 ft.
B. Railroad Crossings:
a. If an active railroad crossing is located closer to the Work Area
than the queue length plus 300 feet, extend the Buffer Space as
shown on Sheet 2.
b. If the queuing of vehicles across an active railroad crossing
cannot be avoided, provide a uniformed traffic control officer or
flagger at the highway -rail grade crossing to prevent vehicles
from stopping within the highway -rail grade crossing, even if
automatic train warning devices are in place.
9. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be
omitted if all of the following conditions are met
a. Work operations are 60 minutes or less.
b. Speed limit is 45 mph or less.
c. There are no sight obstructions to vehicles approaching the work
area for a distance equal to the Buffer Space shown in Table 1.
d. Vehicles in the work area have high -intensity, rotating, flashing,
oscillating, or strobe lights operating.
e. Volume and complexity of the roadway has been considered.
f. If a railroad crossing is present, vehicles will not queue across
rail tracks, • • • • • • • • • • •
g. AFADs ate not in use•
10. See Index 600♦ror geni-y. TT r• �ui.me0(s • , additioonl
information. • • • • • • • • •
• • •ri• •• • • • :,•
11. Automated Flagger Assistance Devices (AFADs) may be used in
accordance with the Notes on Sheet 3.
LAST
REVISION
07/01/15
O
00
DESCRIPTION:
FDOT
• • • •
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• •
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• •• • ♦ ••
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••• •
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•
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* May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
TABLE 1
Posted
Speed
DEVICE SPACING
Distance
Between
Signs
Buffer
Space
Maximum Spacing
of Cones or
Tubular Markers
Maximum Spacing of
Type I or Type II
Barricades/Panels/Drums
0n a
Taper
Ona
Tangent
Ona
Taper
Ona
Tangent
A
BCD
25
20'
50'
20'
50'
200'
200'
200'
100'
155'
30
20
50'
20'
50'
200'
200'
200'
100'
200'
35
20'
50'
20'
50'
200'
200'
200'
100'
250'
40
20'
50'
20'
50'
200'
200'
200'
100'
305'
45
20'
50'
20'
50'
350'
350'
350'
175'
360'
50
20'
50'
20'
100'
500'
500'
500'
250'
425'
55
20'
50'
20'
100'
2640'
1500'
1000'
500'
495'
60
20
50'
20'
100'
2640'
1500'
1000'
500'
570'
65
20'
50'
20'
100'
2640'
1500'
1000'
500'
645'
70
20'
50'
20'
100'
2640'
1500'
1000'
500'
730'
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LINE 2'
OUTSIDE THE EDGE OF TRAVEL WAY.
2016
DESIGN STANDARDS
• • • •
• • • • •
• • 0 ••• •
• • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
• •
•
• •
• • •
TWO-LANE, TWO-WAY,
WORK WIITHIIN THE TRAVEL WAY
INDEX
NO.
603
SHEET
NO.
1 of 3
SOD RESTORATION DETAIL
SCALE: NOT TO SCALE
ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE
CONSIDERED APPROXIMATE &
SHOULD BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE
START OF WORK OPERATIONS.
LEGEND
CENTER LINE
M MONUMENT LINE
R/W RIGHT OF WAY
P/L PROPERTY LINE
E.O.P. EDGE OF PAVEMENT
T.T. TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC. SERVICE LINE
PE. PLASTIC
STM. SEW. STORM SEWER
SURFACE
REPLACOAENT EASE
(NEW MATERIAL)
LOCATION MAP (N.T.S)
FULL LANE
SURFACE REPLACEMENT
12" VARIES ,Y
RESTORATION OF ROAD CUT
FOR UTILITY CROSSING
GENERAL NOTES
SAW CUT ASPHALT
TYPICAL)
W
S
SCALE: 1"=20.
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED
4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE
MATERIAL (1.5" MIN. THICKNESS)
5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE
CONTENT OF 70% (60% FOR LOCAL STREETS)
6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES
PROP. RISER WIT}
3/4" PLASTIC GAS SVC.
TO BE DIRECTIONAL BORED
8
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GAS SVC. TO BE \
DIRECTIONAL BORED
36" MIN.
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MAIN
iGAS
PROFILE CROSSING AN ALLEY
SCALE: (V) 1:5' (H) NTS.
0.45' a.
9'
0.25' Cl.
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20' ASPHALT PAVEMENT
Fnd. 1R' I.P.
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105.41' (M)
48.50'
22.00'
One Story
Residence
#386
TILED
STEP
21.60'
18.90'
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?' 19.65'
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A/C
CONC.
SLAB
PROP. 3/4" PE. GAS SVC.
TO BE DIRECTIONAL BORED
TIE IN SVC. TO GAS MAIN
WITH T.T/E.F.V.
XIST. 2' C.I.
GAS MAIN
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SHEET NO.: 1
Drawing File: G:\Documents\RESIDENTIAL\2016\NE 92 ST. 386, MIAMI SHORES, FL\386 NE 92 ST.MIAMI SHORES, FL.dwg 12/27/2016