FW-15-241New
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
❑BUILDING 0 ELECTRIC ❑ ROOFING
FBC 2010
Master Permit No.2)7p-1 1�5— 239
Sub Permit No. Pw— I �s — 2`[ l
❑ REVISION ❑ EX- NSION ❑RENEWAL
[--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 0 CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I -; S ( i_[ � \Q
ut : Miami Shores Count
Miami Dade Zi :
Folio/Parcel#: 1 �2 O S— U Z Is the Building Historically Designated: Yes NO
Occupancy Type: � Load: Construction Type: Yp Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): (I 2A �I2
_ Phone#:
Address:
n
City:
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
Address:
City:
State:
x Vv. C-1
te:_
Qualifier Name: Vr-� G/ _ Zip:
2r� Phone
State Certification or Registration M Q -e — (�S(�`d(
Certificate of Competency #:
DESIGNER: Architect/Engineer:
ne#:
p:
Address:
Phone#:
Value of Work for this Permit: $ City: State: Zip:
Square/Linear Footage of Work: I U
Type of Work: ❑ Addition ❑ Alteration ❑ New
r..--. V� ❑Repair/Replace ❑Demolition
Description of Work: -� L C✓` 0
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $
Scanning Fee $ CO/CC $
Radon Fee $ DBPR $
Notary $
Technology Fee $ Training/Education Fee $
Double Fee $
Structural Reviews $
-- Bond $
(Revised02/24/2014) TOTAL FEE NOW DUE $ I .l
0!
6
CLOSING HINGES
TOTAL THREE
PROVIDE
SELI---LOCKABLE LATCH -
0EVICE ® 54" FROM
PROPERTY LINE BOTTOM OF GATE
3"
3'-6" 4'-0"
END CAP -
DETAIL 2
4"X4"
ALUMINUM-
POST
LUMINU POST I I PERMANENT LOCK DEVICEI
F :
2"X2" ALUMINUM
WOOD SUPPORT 1
GATES RE4UImE1'V�rtllvt
FENr;E: 4' HIGH (MIN.)
AND NON-L;LIAAf3AF3LE
it I14EIGWBORS REMOVE FENCE/
WALL, OWNER MUST REPLACE
WIT1-1 A 4' FENCE ON
OWI` IER'S PROPERTY
CLOSING HINGES
TOTAL THREE
DETAIL 1 3'-6"
END CAP
' 2"X2" ALUMINUM
2'-9" WOOD SUPPORT
EXISTING RESIDENCE
CONCRETE WALL
r
FINISH GRADE
N
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16" DIA. X 2'-8" DEEP
CONCRETE FOOTING
4"X4" ALUMINUM
I _ 2"X2" ALUMINUM
WOOD SUPPORT
EXISTING RESIDENCE_
CONCRETE WALL
ALUMINUM POST
1" X 6" BRAZILIAN WALNUT (IPE) WOOD
FENCE AND GATE TO COMPLY WITH R4101.17.1.1
THROUGH R4101.17.1.14. FOR SWIMMING BARRIER
WOODMETAL METAL FENCE
�c SINGLE GATE ELEVATION
SCALE : 1/2" = 1'-0"
4'
PROVIDE
SELF -LOCKABLE LATCH
DEVICE ® 54" FROM
BOTTOM OF GATE
4'
- 1" X 6" BRAZILIAN WALNUT (IPE) WOOD
CLOSING HINGES TOTAL THREE
2'-2"
FEND CAPS PROPERTY LINE
DETAIL 2
3" I
PERMANENT LOCK DEVIC�
ul_
IILwI '
I 1 I I I CENTER LOCK DEVICE
I. ------- -— — — — — — ---
STEEL CANE
BOLT KEEPER00
STEEL CANE BOLT
16" DIA. X 2'-8" DEEP (REFER TO DETAIL 3 PAG.2)
CONCRETE FOOTING
POST TOP OPTIONS
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WOOD /METAL FENCE
& DOUBLE GATE ELEVATION
SCALE : 1/2" = 1'-0"
U.G ELECTRIC SERVICES
NEW 4 FT CHAIN LINK FENCE
EXISTING
ELECTRIC METER
PROVIDE ALARMS 112.59'
ALL WINDOWS AND DOORS WITH ACCESS TO THE ^0-)
POOL ON ANY WALLS OF THE HOUSE USED AS
PART OF THE BARRIER FBC R4101.17.1.9
LO EXIST. PPQ<
NEW 4 FT CHAIN LINK FENCE
CHAIN LINK MESH
WITH MAXIMUM SIZE OF 36" PROVIDE LOCKABLE LATCH
2 1/4 INCH SQUARE SELF CLOSING DEVICE DEVICE ® 54" FROM BOTTOM OF
TO COMPLY WITH R4101.17.1.6 (TWO TOTAL) - FGATE-(2- DIAM ALUM GATE
I i I I I �, I FRAME) I I
CHILD PROOF GATE
AUTO. LOCKING LATCH
2" DIAM ALUM POST. NEW 48"- HEIGHT DOOR MIN.
048" O.C. MAX. WITH SELF CLOSERAND LOCK
�►♦ i♦♦ O♦ ♦ ♦ I CONC.,♦
0 ♦ ►D ♦ ♦ ♦♦ ♦ ..NG 0 E.A.POST
FINISH GRADE
TYP 2" DI 8"L81. POR
SET IN A 12" DIA.
X 2'-0" DEEP CONC.
FOOTING ® E.A. POST (TYP)
u u.
O.0 (MAX.) 4'-0" (MAX)
CHAIN LINK MESH
WITH MAXIMUM SIZE OF
2 1/4 INCH SQUARE
TO COMPLY WITH R4101.17.1.6
12" DIA. X 2'-0" DEEP
CONCRETE FOOTING
TYP CHAIN LINK FENCE
& GATE ELEVATION AT POOL
SCALE : 1/2" = 1'-0"
FENCE AND GATE TO COMPLY WITH R4101.17.1.1 THROUGH R4101.17.1.14.
FOR SWIMMING BARRIER
U -
Lo
16" DIA. X 2'-8" DEEP
CONCRETE FOOTING
4"X4" ALUMINUM POST
2"X2" ALUMINUM
WOOD SUPPORT
=1NISH GRADE
tom` I
NEW 48"- HEIGHT DOUBLE GATE
WITH SELF CLOSER AND LOCK C
DEVICE. CSD 54", CENTER POST SET-
PERMANENTLY
ET PERMANENTLY
EXISTING WATER
N
LEGAL
M SHORES BAY PK ESTS PB 55-83 LOT 3 BLK 2
LOT SIZE 99.600 X 113 OR 10321-1640 0279 1
OR 28279-3915 0912 11
IV.0 I V I J I I\I-1- I
SITE PLAN -
SCALE:
L-ANSCALE: 1 "=20'-O"
SHEET:
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STRUCTURAL DESIGN CRITERIA:
1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE - (2010 EDITION) AND OTHER REFERENCED CODES
AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS ;HALL BE LATEST
EDITION AT TIME OF PERMIT.
2. WIND LOAD CRITERIA:
BASED ON ANSI/ASCE 7-2005. BASIC WIND VELOCITY 176 MPH,
OCCUPANCY CATEGORY II , EXPOSURE "C".
3. FLOOR DESIGN LOADS:
DEAD LOADS: . . . . . . . 10 PSF
LIVE LOADS: . . . . . . . 100 PSF
CONCRETE AND REINFORCING:
1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING
CODE REQUIREMENTS FOR REINFORCED CONCRETE"
AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING"
PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN
ACCORDANCE WITH "HOT WEATHER CONCRETING"
3. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 3,000
P.S.I. AT 28 DAYS. MAXIMUM SLUMP 5". W/C RATIO=0.40
4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST
A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF
STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I.
MANUAL OF STANDARD PRACTICE.
5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS:
GRADE BEAMS: (BOTTOM) . . . . . . . . . . . . . . . . 3"
(TOP & SIDES) . . . . . . . . 2"
EXTERIOR SLABS ON GRADE: (BOTTOM) . . . . . . . . . . . 2"
(TOP) 1-1/2-
COLUMNS
-1/2"
COLUMNS AND BEAMS: (TO THE TIES) . . .. . . . . 1-1/2"
STRUCTURAL LUMBER
1- STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS
OF 1200 PSI. (No. 1 GRADE) PRESSURE TREATED
2- ALL WORK SHALL BE IN ACCORDANCE WITH FLORIDA BLDG.
CODE LATEST REVISION.
SOIL STATEMENT
A VISUAL INSPECTION AT JOB SITE SHOWED A SOIL COMPOSED OF
SAND AND ROCK. A BEARING CAPACITY OF 2000 P.S.F. HAS BEEN
ASSUMED. FURTHER MORE, UPON BREAKING OF GROUND, A
LETTER SHALL BE SUBMITED TO THE BUILDING OFFICIAL VERIFYING
AND ATTESTING THAT THE SITE CONDITIONS ARE SIMILAR
TO THOSE UPON THE DESIGN BASED.
4-
25" TYP
N
2"X 4" ALUMINUM FRAME (.125'
WELD & GRIND TOP SURFACE
(TYP ALL CORNER)
1/2-
4"X
/2"
4"X 4" Al
POST (.12
1/2- SCREW.
® 16" O.0
4"X 4" ALUMINUM
POST (.125" TYP)
FRONT VIEW
X 2" ALUMINUM
AME (..1195" TYP)
HASHER HEAD POLE GRIPPER
IDED WASHER HI -LOW THREAD T17
LIAN WALNUT (IPE) WOOD
TOP VIEW PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
TOP VIEW
DETAIL 2
N.T.7-
1" X 6" BRAZILIAN WALNUT (IPE) WOOD
FRONT VIEW
TOP VIEW
2"
.125" TYP
N
-
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
2"X 2" ALUMINUM
FRAME (.125" TYP)
4"X 4" ALUMINUM
POST (.125' TYP)
1" X 6" BRAZILIAN
WALNUT (IPE) WOOD
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
WELD & GRIND TOP SURFACE
(ALL JOINTS TO BE WELDED)
4"X 4" ALUMINUM
POST (.125" TYP)
1/2 SCREW
® 16" O .0
4"X 4" ALUMINU
POST (.125" TYF
j
WELDS: ALL WELDS SHALL CONFORM TO AWS STANDARDS AND SHALL BE
MADE BY PROPERLY CERTIFIED WELDERS.
ALL WELDS SHALL BE WIRE BRUSHED AND PAINTED TO ASSURE
WEATHER RESISTANCE.
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THKAD T17
STRONG -SHIELD
FRONT VIEW
TOP VIEW
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
1" X 6" BRfj21LIAN WALNUT (IPE) WOOD
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
DETAIL 1
N.T.S
END CAP
FENCE DETAIL
N. .
GATE FRAME
2" X 4"
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
2"X 2" ALUMINUM
FRAME (.125" TYP)
4"X 4" ALUMINUM
POST (.125" TYP)
1" X 6" BRAZILIAN
WALNUT (IPE) WOOD
PLATE TO RESTRICT
TIENT OF CANE BOLT
' X 18" LG.
BOLT
ICK SHACKLE
BOLT GUIDE
RECESSED STRIKE MIN. 18"
CENTER LOCK DEVICE DETAIL
N.T.S
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2"X2"®
ENTER
Li
FRONT VIEW
TOP VIEW
2"
.125" TYP
N
-
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
2"X 2" ALUMINUM
FRAME (.125" TYP)
4"X 4" ALUMINUM
POST (.125' TYP)
1" X 6" BRAZILIAN
WALNUT (IPE) WOOD
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
WELD & GRIND TOP SURFACE
(ALL JOINTS TO BE WELDED)
4"X 4" ALUMINUM
POST (.125" TYP)
1/2 SCREW
® 16" O .0
4"X 4" ALUMINU
POST (.125" TYF
j
WELDS: ALL WELDS SHALL CONFORM TO AWS STANDARDS AND SHALL BE
MADE BY PROPERLY CERTIFIED WELDERS.
ALL WELDS SHALL BE WIRE BRUSHED AND PAINTED TO ASSURE
WEATHER RESISTANCE.
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THKAD T17
STRONG -SHIELD
FRONT VIEW
TOP VIEW
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
1" X 6" BRfj21LIAN WALNUT (IPE) WOOD
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
DETAIL 1
N.T.S
END CAP
FENCE DETAIL
N. .
GATE FRAME
2" X 4"
2"X 2" ALUMINUM
FRAME (.125" TYP)
PROVIDE 2 HEX HASHER HEAD POLE GRIPPER
SCREW W/ BONDED WASHER HI -LOW THREAD T17
STRONG -SHIELD
2"X 2" ALUMINUM
FRAME (.125" TYP)
4"X 4" ALUMINUM
POST (.125" TYP)
1" X 6" BRAZILIAN
WALNUT (IPE) WOOD
PLATE TO RESTRICT
TIENT OF CANE BOLT
' X 18" LG.
BOLT
ICK SHACKLE
BOLT GUIDE
RECESSED STRIKE MIN. 18"
CENTER LOCK DEVICE DETAIL
N.T.S
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