CC-12-2379k2-- Buildin g Department
artment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Miami Shores Village
BUILDING
PERMIT APPLICATION
FBC 2010
Permit No.
Master Permit No.CCila
Permit Type: BUILDING ROOFING
Owner's Name (Fee Simple Titleholder) Barry University Phone #
Owner's Address 11300 NE 2 °d Ave
City Miami Shores
Tenant/Lessee Name
Email
State FL Zip 33138
Job Address (where the work is being done)
City Miami Shores Village
FOLIO / PARCEL # 11 -2136- 000 -0050
Phone #
/1306' A/. E cQn
County Miami -Dade
O (2 �V� Zip
Is Building Historically Designated YES
NO
Contractor's Company Name \ ` i
Contractor's Address 08'
Cityw4'/di6_ /2e,q j /State
Qualifier Name /17fr 4,//4161
Flood Zone
Phone # d/s ` ®�, \ ^ , s 83
State Certificate or Registration No.
Contact Phone
Zip
Phone #
C6C, rat Q'-'is
7OS -01?g- s�s�
E -mail
Jc7441M+ d—otis 33
Architect/Engineer's Name (if applicable)
Certificate of Competency No.
Phone #
Value of Work For this Permit $ C:)(7 c'� Square / Linear Footage Of Work:
['Addition ricAlteration ['New ,Repair/Replace ❑ Demolition
eiloc'- e_oJvUr`T
Type of Work:
Describe Work:
Submittal Fee $
cv
Permit Fee $ CCF $ CO /CC $
Notary $ Training/Education Fee $
Scanning $ Radon $ DPBR $
Double Fee $ Violation date: "�
Structural Review. $ Total Fee Now Due $ `c✓
Technology Fee $
Bond $
See Reverse side -+
Bonding Company's Name (if applicable)
Bonding Company's Address
/0q
City State _— Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State Zip `f
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 the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the _first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved a,s.. reinspection fee will be charged.
Signature Signaturk-k—k_ •--"\k•
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this 12J4-\ The fore oing instrument was acknowledged before me this O
day of l � ., 20 , by �W t VArtos , day of , 20 12, by j 14‘1,44=1,,./ Y;
who is personally known to me or who has produced who i
As identification and who did take an oath.
NOTARY UBLIC:
to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY
Engineer
(Revised 07/10/07X Revised 06/10/2009)
Sign:
Print
Jo, a-
:. °o! il"" Jonathan Cuesta
My Commission Expires
'$: q, eCOMMISSION#EE041198
y�'� �`'o EXP{RES. nNOV. 09, 2014
°'" .F:°° WWW.MRON CTS R*
Zoning
Clerk checked
Miami Shores 'ivage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 '
Fax: (305) 756.8972
December 27, 2012
Permit No: cc12 -2379
Building Critique
1. Provide Miami Dade county product approval or Florida Product approval. NB
Norman Bruhn CBO
305 - 762 -4859
cl&i,
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
FLORIDA BUILDING CODE 2010 - ASCE /SEI 7 -10 - WIND LOAD TABLES -170, 175 mph - Enclosed
Building with mean roof height Tess than or equal than 60 Feet - EXPOSURE C AND D m.
WIND PRESSURES IN PSF
LOCITY - EXPOSURE C
Building
Height
Roof Slope Tess than
10 degrees
Roof Slope
than
greater
10 degrees
Positive
Positive
Negative
Positive
Negative
z4 & z5
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
34.6
37.5
46.1
37.8
41.0
50.6
16 -20
36.8
39.8
49.0
40.2
43.6
53.8
21 -30
40.0
43.4
53.4
43.7
47.4
58.6
31 -40
42.5
46.1
56.7
46.5
50.4
62.2
41 -50
44.6
48.3
59.4
48.7
52.8
65.2
51 -60
46.3
50.2
61.8
50.6
54.9
67.8
LOCATION
EXAMPLE
BRUWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
WIND PRESSURES IN PSF
VELOCITY - EXPOSURE C
Building
Height
Roof Slope Tess than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
36.7
39.7
48.9
40.1
43.4
53.6
16 -20
39.0
«_
51.9
42.6
462
57.0
21 -30
42.4
46.0
56.6
46.3
50.2
62.1
31-40
45.1
48.8
60.1
49.2
53.4
65.9
41 -50
47.2
51.2
63.0
51.6
56.0
69.1
51 -60
49.1
53.2
65.4
53.6
58.2
71.8
LOCATION
EXAMPLE
MIAMI -DADE COUNTY
WIND PRESSURES IN PSF
170 MPH VELOCITY - EXPOSURE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
42.0
45.5
56.0
45.9
49.8
61.4
16 -20
44.2
47.8
58.9
48.2
52.3
64.6
21 -30
47.4
51.3.
63.1
51.7
56.1
69.3
31-40
49.8
54.0
66.4
54.4
59.0
72.8
41 -50
51.8
56.1
69.0
56.6
61.3
75.7
51 -60
53.4
57.8
71.2
58.4
63.3
78.2
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
EITHER COUNTIES
GENERAL NOTES:
1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING !HURRICANE SHUTTERS. WINDOWS AND
pOORS) APPL't::ABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING
CONDITION 6 AL 'i r iii N.FORMA1'ON 67 VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON
THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -10 PUBLICATION.
3- DO NOT USE THIS SHEET IF THE SITE CONDITION 15 NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY
OFFICIALS.
4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings.
For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building 30ft exposure B prevails in the upwind direction for a distance greater
than 2600 ft or 20 times the building height, wichever is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B
5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D
and B do not apply.
6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building
height, whichever is greater
7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering.
8- ULTIMATE WIND SPEED - V =170 MPH, 175 MPH
9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN)
10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor)
11- TRIBUTARY AREA: 10 SOF
12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or
3 it
WIND PRESSURES IN PSF
175 MPH VELOCITY EXPOSURE D
Building
Height
Roof Slope Tess than
10 degrees
Roof Slope greater.
than 10 degrees
Positive
Negative
Positive
Negative
z4 & z5
z4
z5
z4 & z5
z4
z5
0-15
44.5
48.2
59.3
48.6
52.8
65.1
16 -20
46.8
50.7
62.4
51.1
55.4
68.5
21 -30
50.2
54.4
66.9
54.8
59.4
73.4
31-40
52.8
57.2
70.4
57.6
62.5
77.1
41-50
54.9
59.4
73.1
60.0
65.0
80.2
51 -60
56.6
61.3
75.5
61.9
67.1
82.9
LOCATION
EXAMPLE
MIAMI -DADE COUNTY
a <= BWx0.1 ora < =hx0.4
BW less or equal than BL
must not be less than
a =3 feet or a= 0.04xBW
EN6CO,znc.
Engineering Services - CA 8116
5595 Orange Drive 201
DAVIE - FLO- IDA 33314
Tel: (954) 58 x.304
E -mail: Engco OLcom
APR 2 6 2012
PEDRO DE FIGUEIREDO
PE52609
NOT VALID W /OUT SEAL
3/6/2012
Florida Building Code Online
Florida
Bus
Pro essi
Regulation
Page 1 of 2
BCIS Horne Log In User Registration Hot Topics 1 Submit Surcharge Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search
Lit
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
FL872 -R4
Revision
2010
Approved
0
Product Manufacturer Southern Extrusion, Inc
Address /Phone /Email
Authorized Signature
Technical Representative
Address /Phone /Email
Quality Assurance Representative
Address /Phone /Email
3401 W. Navy Boulevard
Pensacola, FL 32504
(850) 432-2485
rickw @rwbidgconsultants.co
Tim Baughn
rickw @rwbldgconsuItar�Lt .cdj
Category Shutters
Subcategory Bahama
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
2 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E.
developed the Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2014
Validated By Ryan J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL872 R4 COI Certificate Of Indeoendence.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http : / /www.floridabuilding.org /pr /pr app_dtl.aspx? param= wGEVXQwtDqunvCd9FPwbaj5... 1/4/2013
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
01/25/2012
01/26/2012
02/05/2012
04/03/2012
Page 2 of 2
Summary of Products
FL #
Model, Number or Name
Description
872.1
a. Bahama Hurricane Shutter
Extruded Aluminum Bahama Shutter - Maximum Size
57.0" x 88.0"
Limits of Use /
Approved for use in HVHZ: Yes /
Approved for use outside HVHZ: Yes
Impact Resistant: Yes (
Design Pressure: N/A
Other: See INST 872.1 for Design Pressure Ratings, any
additional use limitations, installation Instructions and
product particulars.
Installation Instructions
FL872 R4 II Inst 872.1.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL872 R4 AE Eval 872.1.pdf
Created by Independent Third Party: Yes
872.2
b. Bahama Hurricane Shutter
Extruded Aluminum Bahama Shutter - Maximum Size
96.0" x 96.0"
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 872.2 for Design Pressure Ratings, any
additional use limitations, installation Instructions and
product particulars.
Installation Instructions
FL872 R4 II Inst 872.2.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL872 R4 AE Eval 872.2.pdf
Created by Independent Third Party: Yes
Back
Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850- 487 -1824
The State of Florida Is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
.:7:9!sar
di
54
http: / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDqunvCd9FPwbaj 5... 1/4/2013
wings \2010 FBC\FL- 872.1.dwg, FL -872.1
j 1101 - 1200 \pf1129 \11 RWBC D
Southern Extrusion Inc.
3401 W. NAVY BLVD. PENSACOLA, FL. 32505
EXTRUDED ALUMINUM
BAHAMA HURRICANE SHUTTER
"IMPACT"
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 2010 Florida
Building Code (FBC) structural requirements including the "High Velocity
Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wail dressing or stucco.
3. When used in the 'High Velocity Hurricane Zone" this product complies with
Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind borne debris
protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. Aluminum shutter material shall be 6063 -T6.
7. The Engineer or Architect of Record is responsible for determining the wind
loads for any specific application and to determine that the existing structure is
capable of withstanding the bads imposed by the shutter system.
T LE'G CONWOR
4
ONO
57.00" MAX. OVERALL FRAME WIDTH
STANDARD MOUNTING
BRACII;SEE
NOTE BELOW
anigNALPiti
t..1TCH,.SFJ
N4 T at:Ow
P
Bom
0
w
OOHING BRAOR T
Tifg z
.9.o 0.
h 85:k
as di
gE %
8
a�
gla4
z
0.
ti
z
1
1- 2X FRAMING TO BE DESIGNED
BY THE ENGINEER OR ARCHITECT
OF RECORD BASED ON WIND LOADS
AND THE CLADDING BEING USED.
SURFACE TO BE
PROTECTED
2.75" MIN. TO
FACE OF
SURFACE
wings \2010 FBC\FL- 872.1.dwg,
1200 \pfl129 \D. RW
0
W
EXTERIOR
SHEATHING
SURFACE TO BE
PROTECTED
HORIZONTAL CROSS SECTION
Stud construction
W/ optional mounting bracket
SURFACE TO BE
PROTECTED
EXTERIOR
SHEATHING
SEE NOTE 1
DRYWALL
FRAMED
WALL
SURFACE TO BE
PROTECTED
1 -5/8" MIN.
LOCKING PIN
MUST EXTEND THROUGH
BOTH LEGS OF BRACKET
2
— MASONRY WALL
HORIZONTAL CROSS SECTION
Stud construction
W/ standard pin latch
SURFACE TO BE
PROTECTED
t 1.:
AffAtt RRE:'.�
Its STUD W, t# CO14S?RUC11ON IX TF Ati ON.SIUD
iN+:1
1
e
`6
0.75"
ON Oa MAX.
CENTER
�ro--0.75"
O
O
Q
O
Q
O
O
O
(TYP j
ANCNORED
` .
Al4CHORING. LOCATION
:ter volq
..SHOWN.
r4
0.75'
0
0
6" MAX. O.C.
0
0
0
0
0
PR)
,GT,OCAIION
T
L
0
0
0
i4
0.13" _4..
®MOIJMJNG BRACKET - MASONRY
Extruded aluminum
co
6063 -T6
13 MASONRY ANCHOR SCHEDULE
EM
CONCRETE CONFORMING TO ACI 301
ANCHOR
1====111ei►
'0t11k
1/4° SAMMY'S SSC
TAPCON SG
EM =1J5
CL =3"
ED .1.2.5.
(32,5 PSI MN. CONC.)
col
1
M=
CL =3"
ED =1.5"
(3000
CI. =3°
►.0W RED HEAD
1.125
PSI MN. CONC.)
f4‘illtlC
IP lie
ANCHOR
EM
CL
(OM
{1,a�
1/4" i 11W RED HEAD
ALL POINTS SOI D -SET
= 0.875°
=3"
PSI MK CONC.)
101TwTAP6oN
ED = .fib'
13192 PSI M 1.CONC.}
HOLLOW BLOCK CONFORMING TO ASTM C90
ANCHOR
1====111ei►
1 /4"SAMIM Y'S SSC
TAPCON SG
EM =1.25"
CI. =3°
ED =2.5'
i
1/4" i 11W RED HEAD
0 ISLEEVE
EM =1.125
CL =3"
ED = 1.5"
�
,
1/4° ALL
POINTS
SOLID -SET
ANCHOR
EM = 0.875"
CL =3"
ED =2'
=Mg014411M EMBEDMENT
CL = MINIMLIM CENTER TO
CENTER ANCHOR SPACING
ED =EDGE DZTANCE
0
—1
1-11
0
or-1
v.
MI OF MATERIALS
1
LOUVER 6063-T6 0.060"
ALUM.
2
LOUVER/INSERT 6063-T6 0.060"
ALUM.
3
STILE/RAIL 6063-T6 0.060"
ALUM.
4
NYLON CORNER KEY
NYLON
5
STRUCTURAL ADHESIVE
-
6
FEMALE HINGE
ALUM.
7
MALE HINGE
ALUM.
8
MOUNTING BRACKET WOOD
ALUM.
8A
MOUNTING BRACKET MASONRY
ALUM.
9
LOCKING PIN
ALUM.
10
THUMB SCREW
STEEL
11
LATCH WOOD
ALUM.
11A
LATCH MASONRY
ALUM.
12
3/16" DIA. POP RIVET
ALUM.
13
ANCHOR - SEE MASONRY ANCHOR SCHEDULE
STEEL
14
VERTICAL SUPPORT SLAT
ALUM.
15
#12 X 3-1/T HEX HEAD SHEET METAL SCREW
STEEL
r, \ LATCH WOOD
ALUMINUM 6063—T6
6.0ar
LATCH MASONRY
ALUMINUM 6063—T6
0.750"
1/4-20 'THREAD
O:040 PtH
iiMuM 6063—T6
.10"
FULL
DIA.
4.00"
ri7N‘v MOUNTING BRACKET — WOOD
EXTRUDED ALUMINUM
6063—T6
ANCHOR
LOCATION
■ 1.000"
0.13"
(;) FEMALE HINGE
EXTRUDED ALUMINUM
6063—T6
(32
0
0.750"
1/4-20
THREAD
("Tn) THUMB SCREW
STEEL
—1 1.070"
riTht VERTICAL SUPPORT SLAT 0 NYLON CORNER KEY
K...., ALUMINUM 6063—T6
ALUMUM —T6
0.060 *ALL THK.
.V60 1W. WALL THK.
12r
1.05"
Th
0 Pi
VALINUM
.TYP. WALL THK.
0.46"
rI
OW
s OM • • LIM
FL-4172 1
Mean Roof' Ht 20'
Exposure "C"
Roof' Slope < 10°
PSF= -42.2 +51,9
Roof Plan
0,
CO
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M
0
a.
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0
0
t
U
0
0
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0
v
2
0.
Miami Shores Village
APPRO \'ED
ZONING DEFT
BLDG DEPT
BY DATE
'ECT 10 ,.".t.P,IPI Ik`NCE WI rH ALL FEDERAL
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0
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drawing number.
1 2—xxxx
page 1 of 3
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PANEL ELEVATION (2) Locations 13' -6' x 32' High
2' -8"
2 "-I
4' -6"
2"
DETAIL A
32
-Roof Line DETAIL B
oured Concrete
14 x2' SS SMS 6' MC
X2X6'Alun. Angle
'x 2 -1/2' Tapcon 6' O.C.
npact Louver FL -8721
Wood Lag Screw
@6'MC.
ood Buck
PANEL SECTION
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in
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0
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m
u
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a
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0
8
S. Jamaludin Jr.
0
drawing" number.
12 —xxxx
page 2 of 3
4
DETAIL A
•
r
r
r
r
32 r Impact Louver
r
oured Concrete
#14 x2" SS SMS 6" ❑.0
2X2X$ "Alum, Angle
4
2 -1/2" Tapcon 6" ❑.C.
-Roof Line DETAIL B
Wood Lag Screw
@ 6' D.C.
PANEL SECTI ❑N Blow Up View
Wood Buck
43
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C
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0
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drawing number.
12 —xxxx
page
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