761 NE 95 St (9)•
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 8—/-0-0 Jd) Address X ((�V r. -1 csr Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant ) ( tI) c tJ KJE'2_ -L P(rt1( GelqUESC L. t7 Master Permit #
Owner's Address Phone 1/ (3o) 1 cC, C 1
Contracting CoY W vV Address
Qualifier SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle on t BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTIOIV Sint t(t 196W e." L S S v?(e2
Square Ft. 391.
Estimated Cost (value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S Alt.IDAVIT: 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. Furthermore, I authorize the above -named contractor to do the ork stated
\/
o$IoII o0
Signature of owner and/or Condo President Date rgna of •r Owner -Bur der Date
0 .E
/6/1 s0k .v 0
/ OFFICIALNGIl.1SYSFA ° L / 0°
t, l �`7 GC.�t�';; va L...>
Notary as to Owner and/or Condo President Date Notary as t.- ontractor qq esy� A„ i H of of urtA Date
My Commission Expires: My Commission Expires: CO.MMU310N NO. CC7 141(3
MY Cc "vi?.[!SSIOr. EXP. MM. 1.21YY2.
FEES: PERMIT
ATI - 7
RADON
C.C.F. / r � 0 NOTARY y BOND
APPROVED: TOTAL DUE
Zoning Building 5'1Y g J ` Electrical
Mechanical Plumbing Structural Engineer
` e �
Date
Name Building Official
Name of Municipality
Address
City, State, Zip
RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
Dear Sir :
We are the authorized distributor of the Dade County Notice of Acceptance Holder for
20 GA. SINGLE STORM PLY SYSTEM under the 97- 0805.01 .
This letter authorizes to use our
Installer
20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the
following job: £12 C. (•00(e Cepue; u - o
Name Of Owner
1-( t lc
Jobsite Address
Si erel
- 4uthoriz: d Signature fry) Notice of Acceptance Holder
Southeastern Metals Manufacturing Co., Inc.
11801 Industry Drive • P.O. Box 26347
Jacksonville, Florida 32218
1(800)342 -1279 FL WATS • 1(800)874 -0335 NAT. WATS • (904)757 -4200
01 1AYt st4oees
JIM HORTON, VICE PRESIDENT
Print Name and Title
MIAMI MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Southeastern Metals Manufacturing Co., Inc.
11801 Industry Drive
Jacksonville FL 32226
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130.1563
(305) 375-2901 FAX (305) 375.2908
CONTRACTOR LICENSING SECTION
(305) 375-2527 FAX (305) 375-2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375-2966 FAX (305) 375-2908
PRODUCT CONTROL DIVISION
(305) 375.2902 FAX (305) 372-6339
Your application for Product Approval of:
20 ga. Galvanized Steel Storm Panels Shutter
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0318.03
Expires:10 /10/2002
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
Approved: 07/01/1999
rancisco . Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Internet mail address: postmaster @buildingcodeonline .corn Homepage: http : / /www.buildingcodeunline.com
Southeastern Metal Manufacturing Co.. Inc. ACCEPTANCE No. : 99- 0318.03
APPROVED
•
EXPIRES 10/10/2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
JUL 0 1 1999
1. SCOPE
This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It
approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice
of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in
strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge
Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last
revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product
Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3. LIMITATIONS
All permanent set components, included but not limited to embedded anchor bolts, threaded cones,
metal shields, headers and sills, must be protected against corrosion, contamination and damage at
all times.
4. INSTALLATION
This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict
compliance with the approved drawings.
5. LABELING
Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERh1IT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
Helmy A6rakar, P.E. - Product Control Examiner
Product Control Division
2of3
V.
Southeastern Metal Manufacturing Co., Inc.
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test - supporting data, engineering documents, are no older than eight
(8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product.
d. The engineer, who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPTANCE
Helmy A. akar, P.E. - Product Control Examiner
Product Control Division
3 of 3
ACCEPTANCE No.: 99- 0318.03
APPROVED J U I 0 1 1999
EXPIRES 10/10/2002
® TYPICAL 20 GA GALVANIZED PANEL
••••u • •••
• N.4 1
.111• - •
1A•• -4
mamma m ammo*
i+r
F - • •"• 31r
ALUMINUM HEADER CHANNEL DETAIL
10uN •i44 •■•1 gran /401•141 N. K
••10•••L •100•
1• CO. •••••• C0 ••••040
.250 a
S/S CLINCH STU0 500•
T I Al hum
�---- 2.000'
0 STUD ANGLE
6E_.__aon
•
441 ••• • 0.0•1 • •tn•Oa•Q •1. 14 r3 0.04 ••.b•, Cm[ 1 h• (0101.
••• M 100• •••••0 (••• (0
1 •O.4L ••1.11,84 1160• P011••• 4•0•••Ca1 ••Ml K •S•<0••0 • •[ 010N1Q 0n.
_
1 1w.. yeah* 6r3 R M 11 1M•a W•••Nl 0031.1 44•••••••• •0 •S'r
••• 6••••••• P•• At ••• a II . lP••
• +�• ••••••0.11 K1 FM3t mmo.. r x 1 0. 1 (01 v 14 •••07, 004 Yw 0 0.0 u••••
• a •••• ••• 1r4 •( 1.••10 33 10104
• •• at• 0 •••••• COOL 01•00•0a0 •••113 01 1•4H MT{ •••0 •■•• 013
•• •0•0• ■ft• I • (4•• l✓ 41
• 313 101* •• •••••11 hat ■ ••••••0l6 a 1 1•(1 •n• • •■••■•• 1, • 43 .0
r .••• V1Pa• O•• •041 •4•• ••1 •• ••Ml•C•u•ll K14310101.13. OF ••40.43 10
111 V•6 • ••10.4 1 1.1 •••e•
• 4P • •0 Waal NOa• ••• Q •••••••00 •11(13 (00•031 •C.4•4. P•4U •••
• ••••• 000. ••• N'.1C4•L
•
• 61•W •• •1CrK••0•• •••• •••• •••11•• n4 '4.0411 ?400 .D 001 ••'.
Ot1i .�•� ••0. 1 4• '•l•01 4o11•4 • 400010•4•0( •1. 0•04 C•••• •40
• IP. M. 0 101
44•0 • M•/ - C4 41' •.g•' •0
. 1 ••••• ••••••• ••P *Daft
1
.125
J_
68• SILL
1. 375 • REP.
F
11
• 00•-.
e6' SRL ( • •
2
86 SU
T V( • 1p
44 C•U -• 4.001
•0146 • .4100• 1•01
+1000
- 2.000'
®PATIO SILL DETAIL
250' X 500
5/S CUNCII STUD
68 SILL
/ 90Cw l4 e0.T
LL R_ 0
7/8' X 5/16' SLOT
(TYPICAL.)
% ful l A 0.125 I
Note: Reinforced panels with stitch bolts I
and spring 1ul at mid -spon secure a ■,
of each lop joint. r r
..•
2.50'
5l � 1. -- 13 -- - t3.00• T 13.00• -L )
+ 6.504 6.50 }6. 6.50.. 6.501
8 ANCHORS
2.00 It- 13.00 13.00 -11.- 13.00• --�-- u.0 --1
56' SRL 1 • •
. 6.50 6.50 6.50 6.50.1 8.50 6.50 6301
8 ANCHORS
1.50 -4 .- 13.00 ---+ -- 13.00 -}- 13.00 13.00 -4- 13.0o• ----1
3
44 SILL
56' SILL.
HEADER CHANNEL LAYOUT
3 L /4'- r6 1/21x6 1/2'1.6 I/21.6 l/2: -.6 1/2'
6 ANCHORS
B ANCHORS
10 ANCHORS I I
12 ANCHORS
HOLE LEGEND
• 7/16'0 THRJ HOLE
• CLINCH STUD
4
• •1
1.6.50 6.50 + 6.50 6.50 + 6.50 6.50 1.50 5.50 6.501
10 ANCHORS
1. 13.00 -}-- 13.00 - +- 13.00 --4- - 13.00• --.1
6.50•+ 6.50•+ 6.50•+ 6.50 6.50'1 6.50 6,50 6.50 6.50 6.50'+ 6.501
12 ANCHORS
STUD ANGLE SILL LAYOUT
II I
• . 1
� I
44" ESL
PRODUCT RENEWED
AOCEFIANCEN. A8/ 8.D 3
EXPIRATION
-2007,
By ■ ate% /_
PROD .rr \TROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
APPROVED AS COMPLYING WITH THE
SOUTH PLORIDA BUILD= CODE
001 • 19 C O
BY %% / , e _ ,
PRODUC , NIROL DIPS:ON 4
BUILDING CODE COMPLIANCE OFFICE
ACCEPIAI:CE NO q? - 8 05,0•
prrm Ariontp Afro tf44... /D -1061 -
( .rtM Mw
Lt.
1.
11.01.14. .
Sl..c I * .
l..cl ✓•
?vet AI 111 CI L "M
I/: NAL
Coss or
1'1:.0.125'
2 Mu, Tube
1.
2 P. ■000 f0
SI.O r.ol.ilg
• 11' ac
• 2 .1' P.1. MN./ Slut
frowsy • 2e' ..e
Y.1µ•/20
M.• H•44 Ball
1/4
2 S S/11.—.1
Sling Spin.) Sprn N.1
Sia.•al Ball
1 .l /4 /20 Rcor
Con. -In Anchor
A.NMr 10 WMI or TAR PAN•[ 10 AN12E IX IM
2 I/4'0 4 I/2' Log
Scr•• O 24 3..c. Ya•
./1 3 /e' Pen■Irolion
In Eviler Shirty of Shirty .
(1
•11.5 03.1. NAT BE USE0
Al 10P OR 8011041 OF PANELS
WAt L MOUNT SFGDON (BOTTOM(
D
OSIOD ANC? F ! TOP & BOLTDM MOUNT SYSTFM (WOOD FRAMFI N.T.S
N.T. S
Edsting
SV
p4011 10 WAIL DflAII PANFI TO ANGLE OFTAII
O STUDDFD ANGIF / TOP & BOTTOM MOUNT SYSTFM
N.T.S
- 124•=4" - - 124•=4" - f1e1vK
1 I/4. (( 1(LM
a•f
1 /...3 . 11 1 : 0 rt
runt ..
.30111 ICU 014 •
1 ..SC,1 *A Da w?
ANCHOR SCHEDULE
((414. 2' EDGE DISTANCE
Z61 0411•01 ■
1n.Kt1141
14.0
../Ho. HA. DISTANCE? (14
014 10 4• •"
Ka 100
1 w
1 /rn . . 1041040C .
n.,
•a (.•010.1 014
•.f.QO 01400 4u!
NM Kat
13y , . ..r/! i• A4.....4.4/110, _ - --
. RODUCT NTROL DIW ION
I /11'.1 l /2' conc
BUILDING CODE CO OFFICE
conc.,. / 1/` °i �
011.. Noa ./ 1
E•ponsion Anchor
Steel
Spring Nut
S;Oe.olk Balt
ANCHOR SCHEDULE
SlllN. 2' EDGE DISTANCE)
oo0n40 r nl+c■
�1•u.1a•S
*Nona 1101[ 9.a0 (DI
I/. MR WA -I4
mac. mac. • 1 /. 100014.1
KO (3/• • 3/40)
/....C3) 12
. /:p l /1. 14 CM
M K1 400 101(•
. M
/. rn(w1111 11
1•0.1.01 1•0.1.01 n■ 1µ'. u4 uu -I4.
000[ MC., • 1 /:n' SUVA. • (a/: � .4000)
l_a( a
/4 ▪ ' Fx 0C •.f. 1 .Dl! •M
1 I/. 1. •
..POno 1 w1
0101 V l u• ��
0•?.0..403014 W . 1
00404 00..
•••01 403../1411 F01 M .Ann 13(01141
t0 4411.101111.01:11:0•0
13. I3• ac v•ac
APPROVED AS COMPLYING WITH THE
501111 FLORIDA BUILDING CUOE
DAT 19 97
BY
PROOU IRO[ 0(0(30108
BUILDING CODE COMPLIANCE OIIICE
ACCEPTANCE N0. 147 - n R051) I
50004A51E2I M°fR.5
WM. Co, NC.
20 6412 G9.V/NZED
NORM PlI . 5Y51EM
SEMCO STORM PANEL FACTS
• The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida. U.S.A. Tested by one of
the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade, Broward and Palm Beach counties and is also
building code recognized nationwide, particularly in coastal or high wind regions.
• Regular carpenter tools listed in the installation instructions are all that you need for Do-It- Yourself Storm Panel Applications.
• Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete. masonry, stucco. block or wood frame application.
• 1) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors
are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems.
• The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material
selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials.
• Our system utilizes standardized 44 ", 56 ". 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and
door openings.
• The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This
secures both panel layers together.
• The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available.
• When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing
this special tool (Kline expansion anchor setting device). This device does not require impact setting.
• A 1;8" pilot hole for wood frame construction or 1/8" pilot followed up by a I /2" hole for masonry construction. Expansion anchors are typically drilled to a
maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly.
When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications.
The product placement form. located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its
specific Intended location.
• Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color
• to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention.
• :\ minimum 2" edge distance for concrete or masonry opening or' /." edge distance for wood frame openings are required to insure correct fastener edge clearance.
• Storm panels provide hurricane protection without lapping past the window opening.
• A wing nut dnver tool is available for both screw gun and hand ratchet screw driver.
• To meet building code standards. after the initial mounting hardware is applied. storm panel systems are designed to be installed without the use of special power
tools.
• In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage Insurance
premiums are sufficiently reduced when the application of approved storm panel protection is provided.
• The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110
\l. P.H. wind born water and flying debris protection
• Approved fasteners for proper installation are critical to confirm building code requirements.
• Fumng is a means of adding a spacer to set out away from the wall or glass of a window.
Proper cue in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY Ideally. panels should be stored in an
indoor area. If indoor storage is not available. extreme caution should be taken in order to prevent moisture penetration of the suck(:) by ram, snowfall, or
condensation. Whether storing indoors or outdoors. the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated A
loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur Plastic
tops should never be used. The plastic will only create and hold condensation.
• The 20 Gauge Galvanized Steel Storm Panel System was tested at 01.5 PSF and -55.0 PSF and with a maximum of impact deflection 2.5/8" Deflection is the
minimum clearance required from window to the panel Wind forces are defined at pounds per square foot in pressure and vary with height and location of the
[wilding
• SESICO maintains a toll free technical support Hot Line 1 -R00- 737.7327 or 1. 800 -SE -SPECS with a team of qualified technicians Monday through Fnday, 8 00
am to S 00 pm EST Providing information on building penrutting. custom lengths, special applications and general "How To" information Building pernuning
forma are available where storm panels arc purchased
5/25/99
Date
Name of Building Official
Name of Municipality
Address
City, State, Zip
Re: SHUTTER PRODUCT APPROVAL A UTHORIZATION FORM
Dear Sir:
We are the authorized distributor of the Dade County Notice of Acceptance Holder for
20 GA. SINGLE STORM PLY SYSTEM under the 99- 0318.03.
This letter authorized to use our
Installer
20 GA. SINGLE STORM PLY SYSTEM approved under number 99- 0318.03 to be used at the
Following job:
Since
Name of owner
Jobske Address
•
Southeastern Metals Manufacturing Co., Inc.
e_--4 1 , 11 4'..2
Authorized Signature from Notice of Acceptance Holder
AL THOMAS, VP OF OPERATIONS
Print Name and Title
11801 Industry Drive • P. O. Box 26347
Jacksonville, Florida 32218
1 (800) 874-0335 • (904) 757 -4200
JIM HORTON, Design and Development Engineering Director
initials