1260 NE 98 St (11)/ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date /O / 6 /Q( Job Address /. 6O /ti X 9 18 = 1-4 , ac Tax Folio
Legal Description
Owner/Lessee / Tenant A-. may.
owners Address /.26o ti 9g SA-
Contracting Co. 7r,-„ ,? Y /10;c J, 4 f ,9c4- r L t e.
i
Qualifier d / C. 84,.... SS#
0 S7 i'.Z
State # C4?c aissigii Municipal # Competency # Ins. Co.
Architect/Engineer Sid 4, / c4, ,LC c%
Bonding Company Address
Mortgagor Address
Permit Type (circle one): UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 2 /as L
Square Ft. /D O
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 performed 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.
O R'S AFFIDAVIT: I cert
laws r - gulating construction
Notary as to Owner and/or Condo President
My Commission Expires:
OANIEL BINE
1eA1
Notary Public, State of Florida
My Comm. expires Mar 27,1997
", N om No. CC261072
FEES: PERMIT
of owner and/or Condo Pre
0
RADON
at all the foregoing information is accurate and that all work will be done in compliance with all applicable
ermore, I authorize the above -named contractor to do the work stated.
Date
-/—
Date
II Produced ID. �
I.D. Type FAA bkive - ('(me
III Did Take Oath 0
C.C.F.
APPROVED:
Zoning Building
Mechanical Plumbing
Historically Designated: Yes No
Master Permit # L3
Phone
Address
. Phone (3 0 75 91.E �
Address 2 78 /) f /o3 4 S--Q/
Estimated Cost (value) 8,S
Date
Signature of Contractor or Owner- Builder
Date
otary as to Con
ssion NOTARY SEAL
e- SANDRA M MONTIEL
* COMMISSION NUMBER
CC401261
OF F4d MY COMMISSION .EXP.
AUG, 171 8
NOTARY
Electrical
- uilder _
P(i OFFICIAL N TO A
TOTAL DUE \ r -
Engineering
A
2. Description of improvement:
Name and address of fee simple titleholder:
6. Lender's name and address:
Notary Public
Print Notary's Name
My Commission Expires:
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO.
STATE EE OF FLORIDA:
COUNTY OF OADE:
9584 1 1505 1995 OCT '10 12:45
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. '
1. Legal description of property and street address: .
/A 60 / t: 9 8 Jpie e," / S � o.t. '� T,li 7yq
t✓a�"
3. Owner(s) name and address: ": v' 1°7
/260 • .� e 98 Sif /Ae� rr - e„r..l, ' sl14.u/' 5 /-- ,7 14J,4
Interest in property:
9
/
4 . Contractor's name and address: /v,., e ,
02 Vii NF 92 $t
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond S / Y
7. Persons within the State of Florida designated by Owner upon whom notices or other docrments may be served as provided
by Secdon 713.13(1)(a)7.. Florida Statutes.
Name,and address:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
ditferetht date is specified) _
5•gna:we at Ovat,t W
Print Owners Name f rR12E,&) H �dbb2•E
Sworn to and subscribed before me this 3 day of Oc?p, [Z�Q_ , 19
Notary Public, State of Florida
My comm. expires Mar27,1997
No. CC26107?
F FLORIDA, COUNTY OF 0A of the
1 H ERE 0 this is a f f u ef1QY day a#
1 HEREBY CERTIFY that Ty
*Aginai MO in'ta officeon A C 19
r nd O i Seal.
W Tr1E RU 3 ClEIAK, o f Circuit
HA�Vc..
Ey
• ,.
Prepared by: , ILer/ C JAI'""
7 r
a, j �u f.. 90�
/ s - tJ hcY£ ,t 4 f6
Address:
'1 Produced ID.
ID. Type FFA- bgivegL;causc
I Did Take Oath Q math
METROVADE
F1itODUCT CONTROL NOTICE OF ACCEPTANCE
Vinyl-Tech/Progressive Glass Technology
155 Center Court
Venice It 34292
Your application for Product Approval of
Series 400 Aluminum Awning Window
under Chapter 8 of the Metswolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and i:orripletely described in the plans, specifications and calculations as submitted by
Applicant, for listing see Section 8 of this Notice of Acceptance.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the night to secure this product or material at anytime from a jobsitc or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material, The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 944031.01
Expires:10 /31/98
Approved: 07/27/95 -1-
900/1002 H03.1. 1.INIA
METROPOLITAN DADS COUNTY, FLORIDA
METRO•DADE FLAGLER BUILDING
NUILDINQ CODI COMPLIANCE OFFICE
SUITE 1603
MBTFG•DADE FI,AOLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 376 -?1O1
FAX (305) 3
PRODUCT CONTROL SECTION
(305) 315.2902
FAX 1305) 3724331
au o• guez
Product Control Supervisor
THIS IS THE COVEPSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above. ,
2S9CL0009TO 30 :01 SeiC3:90
cw1nrtu r M RS T 1rT J_ I: F i 113M g6-81-100
Director
Building Code Compliance Dept,
Metropolitan Dade County
Progressive Glass Tesjinology
sn0••LOOlti H331 lArit
20'8 8293 292-G02
-2 -
ACCEPTANCE No.: 24
APPROVED ; JUL 2 7 1994
EXPIRES
Oober 31. 199R
1. DESCRI,.PT1QN, } UNIT
1.1 This approves an aluminum awning window designed to comply with the South Florida
Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement,
as determine by ASCE 7 - 88 "Minimum Design Loads for wilding and Others Structures ", do
not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3
1.2 _ Series 400 Aluminum Awning Window
1.3 Qyerall Size; 3' 1" wide by 6' 4" high by 21/8" deep
1.4 Confi 'on: X/X;/X/XIX
1.5 Ne.&Size of years; Five, each 36 5/16" wide by 15 1 /4" high,
2. MATERIAL CHARACTERISTICS
2.1 Eramejnd Sash Material: Aluminum alloy 6063 -T5.
2.2 Gl zing.
2 . 2 . 1 filagaionsterjah, (1/8 ") Double strength annealed glass.
2.2.2 Cluing ' Exterior glazed using a clear colored adhesive bedding
compound and rolled aluminum glazing bead.
2.2.3 Daylight (Wining; Each vent 32 13/16" wide by 13 1/16" high.
231ratye Construction; Butt joints; frame corners secured with two #8 x 3/4" pan head sheet
metal screws.
2.4 VentCnnstruetion: Butt joints: vent comers secured with tabs,
2.5 Double vinyl bulb in frame head, each frame jamb and In bottom rail of top
four vents. Single vinyl bulb in frame sill and bottom rail of bottom vent.
2,6 Wee hole ;; None
2.7 Roto op: :rator at lower frame corner. Automatic hook lock in frame jambs at
each side of each vent with a 3/16" by 1/2" long metallic pin in each jamb rail of vent, 8 5/8"
from bottom of vent.
2.8ileixdormunt. None
2.9 Sealant &'add; Following are sealed with black and aluminum colored sealant: each frame
corner; perimeter of operator and blank cover plates,
2.10 Additional euzigli4nz Flange type frame,
MarkuI Perez, P.
Plans Examiner II
Product Control Division
gStnitt'l)O TQ Zo:of sR:ea.`3n
SMOQNIM SSI1a sI:et a3M G6 -31-100
eii6- COO tz
ProgresAinVass Techlsgi= ACCEPTANCE No.: 94- 1011.01
APPROVED 1 JUL 2 7 1995
EXPIRES : October 31, 1992__
NOM ,E_OF AC TPTAUCE: SPECIFIC CONDI I'� ON5
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under
this approval.
3.3 For Design Pressure Rating see Section 7,
4. INSTALLATION:
4.1 Screws and Method of Attachment
SILL : None
HEADER : #10 x 1 1/2" flat head wood screws located 4" from each corner and 24" apart.
JAMBS : #10 x 1 1/2" flat head wood screws located 5 1/2 " from each corner and 16 1/4" o.c.
max.
N ;P tee note #1 1. Page 3
4.2 Attachments Of sub - bucks shall be designed by the Architect or Engineer of Records and
trust be in compliance with the South Florida Building Code.
4.3 For retrofit installations where the existing buck is Iess than the required 2" nominal; use
concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter
and an appropriate length to go through the buck and penetrate at least 1 1 /4" into the masonry
structure.
4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or
have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not
considered compatible shall be properly protected,
S. IDENTIPICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name Or logo, city, state and
following statement: "De.de County Product Control Approved ".
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height
above grade of opening to receive window, mean roof height, length and width of
building.
6.1.3 Manufacturer's installation instructions.
UNI
•2a-
M I Perez, P.E.
Plans Examiner II
Product Control Division
sou ttioosts,
Corot se/ca/so
�— TEST
RESULTS
DESIGN LOADS
AIR INFILTRATION ® 1.57 PSI
SFBC PA 202.94 (0,37 GPM/FT')
0.07 CFMIIFT'
--- - -----
UNIFORM STATIC PRES$U1tE DESIGN LOADS
SF'9C PA 207-94 POSITIVE 30 Seconds
+60.6 PSF
+60.6 PSF
UNIFORM STATIC PRESSURE DESIGN LOADS
SFHC PA 202.94 NEGATIVE: 30 Seconds
.60.6 PSF
- 60.6 PSF
WATER RESISTANCE (PSF)
SFBC PA 202 -94
+8.30 PSF
+93.33 PSF
UNIFORM STATIC PRESSURE FULL TEST LOAD
ASTM E330 PA 202 -94 POSCI IVE 30 Seconds
.,91.0 PSF
+60.6 PSF
UNIFORM STATIC PRESSURE FULL TEST LOAD
SFBC PA 202 -94 NEGATIVE 30 Seconds
- 91,0 PSF
- 60,6 PSF
FORCED -ENTRY RESISTANCE (FER)
AAMA 1302.5.76
$ac;sfectory
FTL• 1143
""-----,
Design Pressure Rating (PciI1ive)
+55.3 PSF
Pelle ?Niel Bit NW
404TSF
pi t -Inu. T M -E I ACCEPTANCE No.; 9.4 1031.01,,,
I'JU1 T 7 1995
1. TESTS PERFORMED
NOTICE O CIPTAN E: PECYFIC' CQNDITIQNS
6.2 A copy of this approval as well as the manufacturer's installation instructions shall be
provided to the permit ,Applicant by the manufacturer or his distributors and shall be available for
inspections at the jobsire at all times.
6.3 The Building Official shall ensure the adequacy of the window to meet the pressure
requirement of the opening in which it is to be installed.
6,4 Nate; The Installation of this unit will require a hurricane protective system.
tI. TT .t?.tT 1
- 2b -
APPROVED
EXPIRES : October 31998
M. .el Perez, P.E.
Plans Examiner II
Product Control Division
ccacLibfCAT4 g0:01 s6; CZ /
S00,100
Erogr live fa + ,,chnoto '
ACCEPTANCE No,: 2A - 10:1,01
APPROVED , 'MI 2 7 1995
EXPIRES ; __ .gtober 31, 1998
11.O 1 0E O AC .PTAKE: SPECIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Toot, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AAMA 1302,3.76 and PA 202 -94.
along with installation diagram of an aluminum awning window prepared by
Fenestration Testing Laboratory, Inc. report No. FTL -1143 dated April 5, 1994 (Reissued
5/18/95) signed and sealed by Yamil G. Kuri, P.E.
8.2 Drawing:
8.2.1 Manufa sturer's die drawings and sections.
8.2.2 Assembly drawing of tested unit, Series 400, Sheet 1 of 1,
8.3 Calculations:
8.3,1 Comparative analysis prepared, signed, sealed, and dated 6.2 -95 by Farrrokh
Rasekhy, P.E. for Vinyl Tech/P,G,T, Products.
-2c•
M • l Perez, A.E.
Plans Examiner II
Product Control Division
_. _
1031 . lASIA "_.. vseeti tOolt4 ttl : oT
800 /900L
100.00
10.
40,207
40.00
10.00
0.00
VIa31 r.•T.o,T.
120.00
10,13!
34.370
Mill Uwn ui N4plh/ ne0lin ?mom
V i',v U111II @00w 74110M Presort.
33 000
WXU '.txl.t
37.000 40.000
0,1 01410 IN 0.8
-2d-
ACCEPTANCE No.:
APPROVED
EXPIRES
NQIL +
9. COMPARATIVE ANALYSIS
4Wfr -100
4 4,000
94- 11331
: ' dUl 2 7 1995
Octobet 31. 1998
11,000
M - Perez, P.E.
Plans Examiner I2
Product Control Division
10040044 j . tO if i
17.W
Po01tlw Duly
Imam WU NOT
Now wow ,
holoyebs ARC
Yb vbr 1 1
ire rn 1114u
(DS!)
S hiereJ Min to W
unaproivw ma*.
r0 wen*
1r0A04 b
PIO* -
*romv45• day •
nlrn1•11•1 •pQ
Oak Garay *Wu
W q-MmWW
f^ G _ O T - I ^1 !1
Erars1 ,A chn ►
ND)
10. TYPICAL ELEVATION
ni tn�t01
ACCEPTANCE No.:
rAll 2 7 1o9S
ApPROVED
EXPIRES
• 2e -
M l Perez, P.E.
Plans Examiner II
Product Control Division
g0•0I S$;£zi80
SSgCLLti 130
-'4^111.-41M SSIla dZ =►T a3M Go-$T-
q00.100
ti1Q�0ApE - —
1.
. • /:
r
ME1POPOLITAN DADE COUNTY, P.LORIQA
NIETAO•OADE FLAGLER SOLOING
BUtLbING CO t7d COMPLIANCE OgSURTI.IE�NT
htETRO w FLAWS STFierr
MIAMI, Ft.ORICA »134•1583
130) 37S•29oI
FAX pep 7r5.2g06
TA 1) ) Rol )I yS
1. Extension of Acceptance may be considered n after
ld new
ytnrsP h : tvt t been has
rc�e�nluntc and
ten the supporting data, test report no older
All reports of re- testing shall bear the seal, signature and date of an engineer registered in
the State of Florida.
Any revision or change in the materials, use, or manufacture ot'the product or process
shall automatically be cause for termination, unless prior approval is granted for
revisions or change.
3. Any unsatisfactory pert'ormanec of this product or process or a change in Code provisions
shall be grounds for re-evaluation.
4, This acceptance shall not be used as an endorsement of any product for sales or
advertising purpo.teS.
,5. The Notice of Ace•eptanCe number pre;t;eded by the words Dade County, Florida, and
l'attowed by the e, ;pir ;uion date. may be displayed in advertising liter: tune. II any portion
ut'the Nokia: of Acceptanee is displayed, then it shall be clone in its cmttirCty.
A copy of this approval as well as approved drawings and other dacunwnts, where it
applies. shall be provided to the applicant by the ntanulaeturer or his distributors and
shall be available for inspection at the job site at all time, The prints need not be
• re-sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
Val "13tiI1
�o
It::ul I:00ril;t1e
I're +:fret C'� +ntrul Supervisor
SSOCLL6008TZ SO OT S6; t;Z i80
a MOQNim SSI-1$ TZ:9T 1131'1 - T-1:70
h1K °T, no•DICDE
METROPOLITAN DADE COUNTY, FLOR :DA
METRO -DADE FL4GL EP BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1503
METRO -DADE FLAGLER BUILDING
14C WEST FLAGLER STREET
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA
(305) 375 -290
FAX (305) 375 -2908
Southeastern Metals of South Florida
' 7265 N.W. 74 Street •
Miami FL 33166
Your application for Product Approval of:
Aluminum Storm Panels
under Chapter 8 of the South Florida Building Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted
by:
Applicant, along with Drawing No. AL-SYS, Sheet 1 of .1 dated 04 /14/94, signed and sealed
by Santiago Arturo Tablada, P.E.; Construction Research Laboratory, Inc. Test Report No.
CRL 6057 dated 04/12/94, signed and sealed by Vipin N Tolat, P.E.
has been recommended for acceptance by the Building Code Compliance, office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall be valid for a period of three years. The Office of Code Compliance 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, the Code Compliance
Department revoke, modify, or suspend the use of such product or material immediately. The Building
Code Compliance Department reserves the right to require retesting of this product or material should any
amendments to the South Florida Building Code be enacted affecting this product or material.
The expense of such testing will be incurred by the manufacturer,
Acceptance No :94- 0418.05
Expires: 05/23/97
it Dia , ond, P.E.
roduct Control Division
Supervisor
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Approved: 05/23/94 -
Charles anger, P.
Director
Building Code Compliance Dept
Metropolitan. Dade County
T' XdSEO6 `:d_1 lad 6T.:t T SS. ST ix'
anutheastern 1VictalS of South Florida
- 2 -
ACCEPTANCE NO.!
APPROVED
EXPIRES
•
NOTICE OF AC CEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION
1.1 This approves an aluminum storm panel designed to comply with the South Florida Building
Code Impact Test Requirement and ASCE 7 -88 'Minimum Design Loads for Buildings and
Other Structures ", for the following locations:
a. Non - coastal building zone.
b. Coastal building zone.
2. MATERIAL CHARACTERISTICS
2.1 The storm panels shall be constructed as indicated on approved drawing No. AL -SYS, using
.040" thick Aluminum Alloy 5052 -H34 per ASTM B209 -92a
2.2 Panels have a nominal width of 7.998" and a total width of 9.480 ", forming 1.875" deep ribs
2.3 Components shall be aluminum alloys 6063 -T6, 2" x 2" x 1/8" angle and extruded parts, as
shown on drawing.
3. LIMITATIONS
3.1 . The design will be dependent on the maximum panel high of 7'.-2" or 86 ", to be installed only
as outlined on drawing No. AL -SYS.
3.2 Minimum separation to existing glass to protect shall be 4.75 ". Maximum separation is limited
to 6" from wall, using four 2 x wood members fastened together as shown on drawing No.
AL -SYS.
3.3 Special Requirement:
For 86" long panels, a single 1/4" x 1 " sidewalk bolt w/a steel spring nut connecting the two
panels at the mid -span of the overlap is required.
Gil Diamond, P.E.
Supervisor
Product Control Division
94-0416.05
«1AY iSg4
MYMAY 2 3 1Q97
I
E'd
Arrl't'V V JGU
EXPIRES
N • TI • ACCE " . ; NCE: T: r ARD
• d1
- 3 -
2 3 1997
ITION
1. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, test report no,older than ten (10) years, have been re- evaluated. _
All reports of re- testing shall bear the seal, signature and date of an engineer registered in the
State of Florida.
2. Any revision or change in the materials, use, or manufacture of the product or process shall
automatically be cause for termination, unless prior approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or process or a change in Code provisions shall
be ground for re- evaluation.
• 4. This acceptance shall not be used as an endorsement of any product for sales or advertising
purposes.
5. The Notice of Acceptance number preceded by the words 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.
6. A copy of this approval as well as approved drawings and other documents shall be provided to
the permit applicant by the manufacturer or his distributors and shall be available for inspection
at the job site at all time. The prints need not be re- sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
Gil Diamond, P.E.
Supervisor
Product Control Division
SZE15 x;HJ I :Ie oa :t'T S6, ST i:o
Southeastern Metals of South Florida
t'd
ACCEPTANCE NO.: 94- 0418.05
APPROVED . MAY 2 3 1994
EXPIRES : MAY 2 3 19 9 7
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4. INSTALLATION
4.1 The panels shall be installed only in the following condition:
a. Aluminum Storm Panel System / Build -out Method (up to 6 ") - Dwg. No. AL -SYS
b. Aluminum Storm Panel System / Flush Mount Method - Dwg. No. AL -SYS
Both are wall mount (direct mount) type in accordance with approved detailed drawing
No. AL -SYS, bearing the Dade County Product Control stamp.
4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist
of only the anchors, embedment and spacing specified on Drawing No.AL -SYS. Substitution
of anchor type or indicated embedment is unacceptable and requires to be engineered
separately. Fasteners must have their own Notice of Acceptance.
4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields,
not in use, must be protected'against corrosion, contamination and damage at all time.
S. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
Also a Warning Note shall be permanently stamped in each panel advising the home owner or
tenant that the storm panels will not offer hurricane protection unless all reinforci<ng'straps are
properly installed.
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
a. This Notice of Acceptance.
b. Completely dimensioned drawing showing size and location, including height above
grade, of openings to receive shutters.
c. Duplicate prints of approved drawing No. AL -SYS, Sheet 1 of 1, for aluminum panels,
bearing the approval stamp, Notice of Acceptance number and date by Dade County
Product Control Section, clearly marked to show the components selected for the
proposed installation.
- 2a -
il Diamond, P.E.
Supervisor
Product Control Division
rdS_RE, .Hd 1 iC Z? :t'T S6. ST i:i':
Southeastern Metals of South Flgrida ACCEPTANCE NO.: 94 0418.05
TEST$:
•
7. TESTS PERFORMED
TEST
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
DESIGN PRESSURE RATING
2b -
APPROVED
EXPIRES
NOTI�E_OF ACCEPTANCE:
SPECIFIC C ONDIT IONS
RESULTS:
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
+87.90 PSF
CRL 6057
+67.62 PSF
CRL 6057
-92.23 PSF
CRL 6057
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+78.60 PSF
CRL 6057
+52.40 PSF
CRL 6057
TEST LOAD
SATISFACTORY
CRL 6057
- 139.30 PSF
CRL 6057
8. EVIDENCE SUBMITTED
8.1 Tests:
8.I.1 Test report on:
1.Uniform Static Air Pressure Loading, per PA 202 -94
2.Large Missile Impacts, per PA 201 -94
3.Cyclic Loading, per PA 203 -94
Of aluminum storm panels, prepared by Construction Research Laboratory, Inc.. Report
No.6057, dated April 12, 1994, signed and sealed by Vipin N. Tolat, P.E.
8.2 Drawings:
8.2.1 Drawing No. AL -SYS - Aluminum Storm Panel System.
Dated 04/14/94, signed and sealed by Santiago Arturo Tablada, P.E.
DESIGN LOAD Deflection
Max..
4.75"
-92.87 PSF
CRL 6057
+52.40 PSF
-92.23 PSF
Gil Diamond, P.E.
Supervisor
Product Control Division
1Yi'1 2 3 1994
i 2 3 1 9 9 7 9 9 7
Max..
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PICUHTAIG CHANHEL DETAIL
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ASSEMBLY END MEW DFTAIL
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Southeastern Metals. Manufacturing Co., Inc.
11801 hadustry Drive - Jacksonville, Florida
+/ �o6s
012 4 RHlfC 110TE RUST E PFINTLO 02 S1M1P:0 ON ECCK PANEL.
1.H2122G: MKS PANS. I /j3 Jll(AXS IF; 12SIAILE0 IN 0O10 t I11.4c
SINGLE LASER IK$TALLA1XA. wee HOT FR3 •S3E NU.'.:l• CAL7_ UIPACT PP.O1CCT.U2-
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are
05 -19 -94
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CROSS SECTION
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ASIA( A702 -9S
S:ondurd Speacallen Ice steel Ibe,l.
Murat May- CO3114 by Um
Lot -Ol)5 Wecnr, Canard r.qulrtmems.
Sburct-..d (y.12}11 m/) O..&
Goode Tald Pdill Tessa Slci.$IG
mill,. K9 nth, K9
33 '. 33 43
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DUAL PANEL ARRAY / STUDDED ANGLE
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PAaEL 2_10.1 • 0.5•
SEE DETAILS tex.' oPA - SA
s•
iW+ 0- '95 13: r hpaf DEPOT SCtT.Cgr1
Hips and Ridges: Apply premanufactured hip and ridgc Shingle components or cut hip and ridge thingiu
from :u nufaeherer'a shingles, where approved. 1.>.v hip and ridge away from prevailing
wind. Insure all fastener arc covered. Lvov" shall not exceed 5 unk:i
pten anut cwred hip and Mgc specifically allows for grater avows.. Taper the lap
portion of each cap shin& slightly so that is 1$ mrrower than the expose' portion
Slops Rents: 4•.12' and Greater
Maximum Firs
Ctasslfitalion:
Class 'A'
14 .
y'd XJ2E06 X17.13 1EdU 88:17T E: 8T LDO
Product Control No' Ai•e67 nt