REV-16-3418 Miami Shores Village " ' ;
Building Department �'�� �� 0'�
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 -- -
Tel:(305)795-2204 Fax:(305)756-8972 1i"�®
INSPECTION LINE PHONE NUMBER:(305)762-4949 ` "
FBC 20 ly
BUILDING Master Permit No.WS-9-16-2475
PERMIT APPLICATION sub Permit No. PLIEN 10 - 30A6
F-IBUILDING ❑ ELECTRIC ROOFING K REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 80 NE 97 ST
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#:11-3206-013-0740 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):Joseph Kohl Phone#:305-756-8315
Address:80 NE 97 ST
City: MIAMI SHORES State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENTS Phone#: 9547924415
Address: 3044 SW 42 ST
City: HOLLYWOOD State: FL Zip: 33312
Qualifier Name: WAYNE THOMAS BURNETT Phone#: 9547924415
State Certification or Registration#: CGC061890 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$0 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: REVISION TO ADD"ENGINEERING DETAIL AS PER INSPECTORS REQUEST.
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ W CCF$ CO/CC$
Q
Scanning Fee$ ` 'C� Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ `W Bond$
TOTAL FEE NOW DUE$ 1 • 04
(Revised02/24/2014)
*- , , -1150 V
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, CON�ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENC MENU'
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signatu 4e
OWNER or AGENT( ;:R�
SCONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
1 day of 120 IL ,by 1(7 day of 20 by
who is personally known to LQC'CT who is personally know
me or who has produced as me or who has pr d ed as
identification and who did take an oath. identification n o did take an oath.
NOTARY PUBLIC: NOTARY PU I ��wa@463Bb8�gpV®
Z �i®®o®s
QC} Ted
Sign: .fid Sign:
•�®
Print: eilw&G " Print:
Seal. rn Seal:
MANUEL HERNANDEZ '8✓or,�'�
2 n
. *MYCOMMSM#GG004918
N,9j c� EXPIRES:Juw 2Z 2020
APPROVED BY A Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
j NEER
L ® SPECIALTY ENGINEERING CONSULTANTS,Inc.
DADE - BROWARD - PALM BEACH
)UJ
November 17, 2016
Mr.Tom Burnett
Florida Home Improvements
3044 SW 42nd Street
Fort Lauderdale, FL
Re: KHOL RESIDENCE,80 NE 97TH STREET,MIAMI SHORES,FL
REAR WOOD FRAMED STRUCTURE ALUMINUM BUILD OUT CERTIFICATION
Dear Mr. Burnett:
Pursuant to your request we have reviewed the installation of the new aluminum build out of the existing wood
framed structure to accommodate the increased width of new impact window/door products, at the above
mentioned address.
'.. 1•
The installation consisted of a new aluminum plates and tubes installed into the existing wpt@ hewer t90 provide•....
full frame support of the new impact window and doors as well as a vertical 2x6 jamb nIllio$. •
•
.. 0000..
•.9:99
We find that the new aluminum build out structure has been installed in accordance " the pWnitJed pla;,.•..
details,and is in accordance with the 2014 Florida Building Code. '00000 '6 60000
69.09•
••o• •99•9•6
We hope that you find this information helpful and should you have any questions pleat ftl free to eall on us•6 0 9.o
•00.00 •
so
00 x.6•.6
Respectfully submitted u C 2;G&n,r, • • • :60000
:' 69 • •.9• . •
Specialty Engineering Consulttsa� j o00 0
Jc� i Ca..2
D.Adam LeBlanc, PE.' ®V 2 Spencer Ledgard,EI
Director of Operation -1 �AT _ Project Engineer
E OF
State of Florida: ;o° e� OR
Registered Professional E oe"" f,a�9#,OV012
Certificate of Authorizati n: I d n.8, :##66b 217
1599 SW 30t'Avenue,Suite 20 - Boynton Beach,FL 33426 - Office: 561-752-5440 - Fax: 561-752-5542
CLIENT INFORMATION PROJECT INFORMATION SPECUILTY ENGINEERING
CONSULTANTS, Inc
INSPECTOR NOTE: 1599 sw 30th AVE.
STRUCTURE WAS DESIGNED BASED ON THE FLORIDA HOME IMPROVEMENTS KHOL RESIDENCE
Su #2D
FBC 2014, AND 3044 SW 42nd STREET 80 NE 97TH STREET BDYNi6N BEACH, FL 33426
ASCE 7-10, 175 MPH (3 SEC), EXP. C. FORT LAUDERDALE, FL 33312 MIAMI SHORES, FL
RISK CAT. 2. DADE — BROWARD — PALM BEACH
FL
EXISTING WOOD BEAM BUILD OUT & �+ #=217
. . ..•.....__ �. .�••,. - �,.� _ ..� .... ALUMINUM TUBE DETAILS
561 — 752 — 5440 OFFICE
INSPECTOR NOTE 561 — 752 — 5542 Fax
REPAIRS ARE OF A LEVEL 1 ALTERATION IN NOTES
ACCORDANCE WITH 403.1 OF THE EXISTING
1. TAPCONS SHALL BE ULTRACON BY ELCO 1 .3/' MIN. EMBEDMENT 2 ° MIN. EDGE DIST.
BUILDING CODE. 4 � �
ES NOT CHANGE.t 2. EXISTING
ING
3. ALUMINUM TONBE 0163_DO M DEC L d 2��j6
WT
T6- IN.
4. WATERPROOFlNG, NEEBY 07KEY PLAN 5. NOTIFY THIS ENGIR CR CI —
SCALE: N.T.S. EXISTING ROOF RAFTER ® 24' O.C.
IVliami Shores Village
S1 S1 S1 EXISTING WOOD BEAM APPROVED BY DATE
NEbY 2x4x4" ALUM. TUBE = v
Y" ALUM. PLATE, TRIP TO FITZONING DEPT
W.I",*H (1) ROW OF #12 x 3° WOOD SCREWS ® 8. 0/C BLDG EPT
APD (1) ROW #12 x 1Y" TEK SCREWS ® 8' 0/C
S TO COMPLIA vwvi 1 ALL
ST TE AND COUNTY LES AND REGIkATION9•••• ••••••
NEW IMPACT WINDOW,
BY OTHERS ••
.. ...... . .. ......
EX.STING 4X4 WOOD POST, EXISTING ROOF TILE ."". :'. •
3 T.� REMAIN
...... .... .....
S2
EXISTING ROOF RAFTER ®•�24�•O.C. •••• •••• •
. . . . ......
00
ol
......
EXPANDING FOft j@ @E •
PLACED INSIDE OF 2x4
PRIOR TO INSTALLATION
..
ol
. .
•.d A
00
:
NEW 2x4xy• ALUM. TUBE
•; n : d
.
A .
00o �4`• d' ' " #14x42
" SS WOOD SCREW
•.: t q
• 4A EXISTING WOOD HEADER BEAM ® 6" 0/C STAGGERED
.:
dd A. `•: .• Y" ALUM. PLATE, TRIP TO FIT
EXISTING PLYWOOD SHEATHING WITH (1) ROW OF #12 x 3° WOOD SCREWS ® 8° 0/C
°r''.•. .a ,:...,d.:^ 4 �' a .• % 4 . d AND (1) ROW #12 x lY2" TEK',SCREWS C� 8° 0/C
4. ' 2x6xY 6063—T6 ALUMINUM MUWON
A. d" .. " .44. NEW FRENCH DOOR, BYa. OBJ IFmo
a r ,
SEE NOA FOR FASTENtN(�f�� �1S
NEW IMPACT SIDE LIGHT, NEW IMPACT FRENCH DOORS,
BY OTHERS BY OTHERS
V03 16
2 PARTIAL ELEVATION 1 HEADER PAD OUT S CTS, " Baa Do
S 1 SCALE. 3/4 — 1'-0" S 1 SCALE: 3/4 = V-0"
� 'OF 2
s
NOTES CLIENT INFORMATION PROJECT INFORMATION CONSU TY ENGInEERING
1. TAPCONS-SHALL BE ULTRACON BY ELCO ( 1 %4" MIN. EMBEDMENT, 2 " MIN. EDGE DIST.) INSPECTOR NOTE:
STRUCTURE WAS DESIGNED BASED ON THE FLORIDA HOME IMPROVEMENTS KHOL RESIDENCE 15ss sw�otn AVE
2. �XISIING OPENING SIZE DOES NOT CHANGE. SUfTE X20
3. ALUMINUM TO BE 6063—T6 MIN. FBC 2014, AND 3044 SW 42nd STREET 80 NE 97TH STREET N BEACH, FL 33426
4. WATERPROOFING, BY OTHERS. ASCE 7-10, 175 MPH (3 SEC), EXP. C. FORT LAUDERDALE, FL-33312 MIAMI SHORES, FL
DADE - BROWARD - PALM BEACH
5. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. RISK CAT. 2. E CA #ws217
EXISTING WOOD BEAM BUILD OUT & FL
ALUMINUM TUBE DETAILS 561 — 752 — 5440 OFFICE
561 - 752 - 5542 FAX
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 403.1 OF THE EXISTING
BUILDING CODE.
" BASE AND TOP CLIP CONNECTOR
o •
CONCEALED ALUMINUM CLIP CONNECTOR ••••••
. .
//,/,—
2° a •
° ° ••• • •• 9••••
0 T
• •••i •••• •••••L ''- •
° • • • •
•
a 00
••••••
2x6xY" 6063—T6 ALUWMUM MULLION
0A" 6063—T6 ALUMINUM MULLION •• 0 •••• •
2x6 " 6063—T6 ALUMINUM MULLION FASTENED TO 2X6 MULLION W/ FASTEN CUP TO MULLION ••••
#10 SMS 0 6" O.C. STAGGERED AND W/ (4) #8 x 1" FH TEK SCREWS.
FASTEN CUP TO MULLION NITHIN 2" OF EACH END.
W/ (4) #8 x 1" FH TEK SCREWS. ° oo
00 0000 00000 0
00 00000 00
0 o FASTEN TO SLAB/BEAM W/ (4) J"O TAPCONS 0 00
(1 " MIN EMBEDMENT)
FASTEN TO ALUMINUM PLATE
o
W/ (4) # 12x 1" TEK SCREWS.
2x6YY 6063—T6 ALUMINUM MULLION f
R OF
000OR m =
3 MULLION TO ALUMINUM PLATE CONNECTION 2 MULLION TO MULLION CONNECTION 1 MULLION TO STRUCTURE C CTION
S2 SCALE: 3" = 1'-0" S2 SCALE: 3" = 1'-0" S2 SCALE: 3" = 1'—O"
S2 OF 2