REV-16-2561Miami 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
El BUILDING ❑ ELECTRIC ❑ ROOFING
0PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: C\2 Z- (o -k; &Je
City: Miami Shores County:
Folio/Parcel#:'i- 310\- 033 -
Occupancy Type: Load: Construction Type:
RECEr' 7 7_ L,
SEP 1 &016
FBC 201Lk
Master Permit No.W S 13 tLI
Sub Permit No.RE v (CO- 2 ` o
❑ REVISION ❑ EXTENSION RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Dade
zip: 33150
Is the Building Historically Designated: Yes NO
Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): MORD 0\6. SO Phone#:
Address: °12)26 3 IAiyt; b�C�
City: t-`►Nrl; ji�rt.E S
Tenant/Lessee Name: N/A
Email: N/A
State: VA
Zip: 331517
Phone#: N/A
CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT
Address: 4070 SW 30 AVE
Phone#: 954-7924415
City: HOLLYWOOD State: FL zip: 33312
Qualifier Name: WAYNE T. BURNETT
State Certification or Registration #: CGC061890
DESIGNER: Architect/Engineer: N/A Phone#:
Address: N/A City: N/A
Value of Work for this Permit: $ '� Square/Linear Footage of Work:
Phone#:
Certificate of Competency #:
N/A
State: N/A Zip: N/A
Type of Work: ❑ Addition n Alteration n New`, ❑■ Repair/Replace ❑ Demolition
• -
Description of Work: — — lt;
Specify color of color thru tile:
Submittal Fee $ Permit Fee $sS' ° CCF $ CO/CC $
Scanning Fee $ 9, Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ T �f • Gj
(Revised02/24/2014)
Bonding Company's Name (if applicable) N/A
Bonding Company's Address N/A
City N/A State N/A Zip N/A
Mortgage Lender's Name (if applicable) N/A
Mortgage Lender's Address N/A
City N/A State N/A Zip N/A
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: 1 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
OWNER or AGENT
The foregoing instrument was acknowledged before me this
!i '
_n day of .P , 20I L , by
OSS 0 who is personalln to
me or who has prod
identification and
NOTARY PUBLI
d as
did take an oath.
Sign:
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
it`al(AJ)
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
qt9 day of J6 , 20 1 ( , by
W IE T• 2aJ v ads personally(now to
me or who has prod
identification an
NOTARY PUBLI
11
nve
Sign:
Print:
Seal:
Plans Examiner
o,• id take an oath.
as
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2017A�9�:
Structural Review
,tom s��z
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is OT • Notary W ;J�"` C
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Zoning
Clerk
NOTE
1. EXISTING OPENING SIZE DOES NOT CHANGE.
2. ALUMINUM TO BE 6063—T6 MIN.
3. WATERPROOFING, BY OTHERS.
4. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
PROVIDE (2) ADDITIONAL TAPCONS
WITHIN 1" OF VERTICAL MULLION
INTERSECTION
(1 EACH SIDE OF MUWON)
EXISTING 4X WOOD HEADER
BEAM
NEW 1 x3xd" 6063—T6
ALUMINUM REC. TUBE
12'-0"
INSPECTOR NOTE
STRUCTURE WAS DESIGNED BASED ON THE
2014 FLORIDA BUILDING CODE AND
ASCE 7-10, 175 MPH (3 SEC), EXP. C.
RISK CAT. 2.
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 403.1 OF THE EXISTING
BUILDING CODE.
CLIENT INFORMATION
FLORIDA HOME IMPROVEMENTS
3044 SW 42nd STREET
FORT LAUDERDALE, FL 33312
PROJECT INFORMATION
OLASO RESIDENCE
9826 N. MIAMI AVE
MIAMI SHORES, FL
HEADER MULLION DETAIL
SPECIALTY ENGINEERING
CONSULTANTS, Inc
1599 SW 30th AVE
SUITE 120
BOYNTON BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL. CA. 1009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
NEW 1 x3xr 6063—T6 ALUMINUM REC. TUBE
2X4 MUWON, BY OTHERS
CO
CO
1 1 1 1 1 1 1
111111
11 1 1 1 11
1 1 1 1 1 1
1 1 1 1 1 1 1
1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1111111111111111
1 1 1 1 111111111111
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1
1111 1 11
1111 1
1 1 I I
1 1
I I I 1
I I 1 I 1
1111111
I I
1 I Y I
I X I 1
NEW Y"x7" ALUMINUM PLATE FASTENED TO
EXISTING MASONRY WALL W/ Y"0 x 3 Y"
ULTRACONS ® 6" 0.C.
(1 Y4" MIN. EMBEDMENT, 2 h" MIN. EDGE DISTANCE)
PARTIAL ELEVATION
SCALE: 3/8" = 1'-0"
NEW IMPACT WINDOWS, BY OTHERS.
NEW 1 x3xr 6063—T6 ALUMINUM REC. TUBE
2"
0
0
2"
1 x3xr ALUMINUM REC. TUBE
EXISTING BRICK VENEER OVER
8" MASONRY WALL
EXISTING CONCRETE FOUNDATION
PFR Ii" #: 1t 5(o 1
Miami Shc!aB Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
I (0 tAe
SUBJECT iO CCMPUANCE WITH ALL FEDERAL
STATE ANu CCUIYiY RULES AND REGULATIONS
PLAN COMMENTS 07/07/16
FASTEN TO:
*WOOD W/ (2) #14 x 3" WOOD SCREWS
(1" EDGE DISTANCE, 2" MIN EMBEDMENT)
*ALUMINUM W/ (2) #10x 1 Y4" TEK SCREWS
*CONCRETE W/ (2) Y4"0 X 3 Y4" ULTRACONS
( 2 N2" EDGE DISTANCE, 1 Y4" MIN. EMBEDMENT
2" MIN. SPACING)
• •
• • •
•••
.
FASTEN CLIP TO MULLION
W/ (2) #10 x 1" FH TEK SCREW:••
EACH SIDE.
MULLION CLIP CONNECTIONS
SCALE: 6" = 1'-0"
••••
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• •
•• ••
• • •
• •
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•• .
.••
• •
• • • •
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• • .
•••.
•
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•
•
• •
00000
• ••
•• •
•
• •
•
••••
• • •
•• •
PROVIDE (2) ADDITIONAL TAPCONS
WITHIN 1" OF VERTICAL MULLION
INTERSECTION
(1 EACH SIDE OF MUWON)
EXISTING 4X WOOD HEADER
BEAM
NEW 1X3X1fi" 6063—T6 ALUMINUM
REC. TUBE. FASTEN TO WOOD BEAM
W/ #12 X 3" S.S. WOOD SCREWS
® 6" 0.C.
(PLACE FASTENERS IN CENTER OF
REC. TUBE)
MULLION TO BEAM CONNECTION
SCALE: 3" = 1'-0"
NEW IMPACT
•
tet•
ea •
oo SEP 0 80t
STAT
ONAL
sTql is
.•
•
•
•
• •
EXISTING CONCRETE BEAM, NO CHANGES.
EXISTING WOOD TRUSSES
24" O.C., NO CHANGES.
EXISTING WOOD HEADER, NO CHANGES.
NEW IMPACT WINDOWS, BY OTHERS.
NEW Y"x7" ALUMINUM PLATE FASTENED TO
EXISTING MASONRY WALL W/ Y4"0 x 3 Y"
ULTRACONS ® 6" O.C.
(1 Y" MIN. EMBEDMENT, 2 )i" MIN. EDGE DISTANCE)
IDEALLY A 36, 72", AND 36" LENGTHS TO BE USED.
CENTER THE 72" MEMBER UNDER THE CENTER MULLION.
EXISTING BRICK FINISH
CLIENT INFORMATION
FLORIDA HOME IMPROVEMENTS
3044 SW 42nd STREET
FORT LAUDERDALE, FL 33312
PROJECT INFORMATION
OLASO RESIDENCE
9826 N. MIAMI AVE
MIAMI SHORES, FL
HEADER MULLION DETAIL
SPECIALTY ENGINEERING
CONSULTANTS, Inc
1599 SW 30th AVE
SUITE 120
BOYNT N BEACH, FL 33426
DADE — BROWARD — PALM BEACH
FL CA, 1009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
NEW 1 x3x11" 6063—T6 ALUMINUM REC. TUBE
PROVIDE CLUSTER OF (2) Y"0 x 3 Y4"
ULTRACONS ® 2" 0.C. AT END MULLION INTERSECTIONS PROVIDE CLUSTER OF (3) Y4"0 x 3 Y"
(1 Y4" MIN. EMBEDMENT, 2 Ji" MIN. EDGE DISTANQ)RACONS 0 2" O.C. AT MIDDLE MUWON INTERSECTION
(1 Y" MIN. EMBEDMENT, 2 MIN. EDGE DISTANCE)
NOTES
1. EXISTING OPENING SIZE DOES NOT CHANGE.
2. ALUMINUM TO BE 6063—T6 MIN.
3. WATERPROOFING, BY OTHERS.
4. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
INSPECTOR NOTE
STRUCTURE WAS DESIGNED BASED ON THE
2014 FLORIDA BUILDING CODE AND
ASCE 7-10, 175 MPH (3 SEC), EXP. C.
RISK CAT. 2.
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 403.1 OF THE EXISTING
BUILDING CODE.
NEW Y"x7" ALUMINUM PLATE FASTENED TO
EXISTING MASONRY WALL W/ Y"0 x 3 Y"
ULTRACONS ® 6" O.C.
(1 Y4" MIN. EMBEDMENT, 2 i " MIN. EDGE DISTANCE)
2X4 MULLION, BY OTHERS
EXISTING BRICK FINISH
•
PLAN COMMENTS 07/07/16
• •
• • •
•• •
NEW 1 x3xr 3 s 6
ALUMINUM RGG..IIJBE
v
\ 9
EXISTING MASONRY/CONCRETE SILL WALL.
EXISTING FOUNDATION.
EXISTING WINDOW CONCRETE SILL/STEM WALL SECTION VIEW
SCALE: 3/4" = r-0"
2"
2"
••.•
• •
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• •
•,••
• •
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• ••
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•
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• •
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• • •
•
••• • S' 0•••• •.
• • •
EXISTING MASONRY/CONCRETE
SILL WALL BELOW PLATE.
•
sib
,1ttiiii
ALUMNUM PLATE INSTALLATION PLAN.���,,`�ttttt• 6171.4%F.e:-,
No 56214
•
SCALE: 3/4" = 1'-0"
0
/ON 0000
A1 -E0
2" OV' 2