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SUBMITTED BY:
Robinson & Sons Shutter Company
Jeffry T. Robinson, Qualifier
8400 N.W. 96 Street
Miami, Florida 33166
Phone # 305- 887 -4397
1
DRAWN
BY:
DATE:
/Z��3
PROPOSED STORM° SHUTTER'_INSTALLATION FOR:
� U � A1J i4ov�1 .
1 NE- J4
1V(I/�MI sl1or2 � FL_ 331 3
1 ) S T O RAILPANEL
A•IIT M• ..- 1 029 S.�LV STL•_ °!C _ _
4100-H14 ALUM- A 4 4oT'
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41 ob -N 14 .e•L. f►LLO�
.126'
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00
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2) WALL _MOUNT HEADEa
CHANNEL FILLER
'8 Ta tLLJ ALLO
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CFI! ING MAUM.T_H.EADER (4 SILL TRACK.
/Ofi�J 70 aLTJ✓I. ILL _ 60roti TG
FL LL 64a46 ..
II HAT CHANNEL_F1LLER
looG3 -T a .L.LLI H. ALL
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1.25
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GENERAL NOTES
• M6'
(TTY)
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I2) ''_BACKER
t1 t+LLdr
1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH
THE SOUTH FLORIDA BUILDING COOL, 1988 EDITION.
2. ALL ALUMINUTM EXTRUSIONS SHALL HAVE THE ALLOYS AS
NOTED ON THESE DRAWINGS.
3. ALL ALUMINUM SHEET METAL SHALL HAVE 3105 -814 ALLAY.
4. ALL STEEL MEMBERS SHALL HAVE A.5_T.8. A-525 DESIGNATION
WITH G -60 OR G -90 GALVANIZING_
5. ALL SCREWS AND DOLTS SHALL BE STAINLESS STEEL. ROT
DIPPED GALVANIZED STEEL OR ALUMINUM ALLOY 2024-14.
6. IT SHALL BE THE RESPONSIBILITY OP THE PERMIT HOLDER
TO VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO
5USTAIN THE NEW SUPERIMPOSED LOADS.
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TABLE N. 1 I ENTERING TO SCHEDULE
TYPG or
t3L06
DIME NSIGNS
CLASS w 1
81.0ca5.
CLASS N" •
61-1,65.
CL.,4 SS N. 8
ESL D05 .
H(Fees)
O<HL 60'
H> 60'
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NOTES
Smo ZONE
TYPICAL PLAN OF BUILDING
Mrs.
----WI WI are W2--'
END /D
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END ZOW!
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xzs.
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W a MINIMUM OF OW / W2)
2 - CND ZONE:DEFINED AY DIMENSION E SEC TYP /CAL
EL CVAT /ON.)
9 -. INTERIOR ZONE: DERINC0 BY TNC REMAINING AREA Or
THE WALL ANALYZ80 (SCE TYPICAL ELEVATION)
4 - h = NE/GNT ADOVS GRADS OF TOP OF PANEL
5 - 588 DEF INITION OF PARTIALLY ENCLOSED CLOGS. AS Pee
5. I. 5. t. /988 COITION, SECTION ?S OS. 3 S(3) (a a).
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TYPE A INSTALLATION
JIAAXIMUM ANCHOR_ SPACINGS FOR. COASTAL ZONE_1NSTALLA_T CLASS I BLDGS�_
TYPE B INSTALLATIONS
TYPE A INSTALLATI
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Date Job Address ' 77 75 16 fY Tax Folio
Legal Description
er Lessee / Tenant r i Yt e G�'C 6 Master Permit # 6
Owner's Address � 75.7 4 FT f..21 , Phone
6 r I kvie/fi Contracting Co. �• � -� Address /0 AP 9' 9 / `
I
Qualifier :771 e- - f PM Phone 757 3 3 /
State it 05S g 7 3 x076 Af
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Municipal # Competency # Ins.Co. Q 3c
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one
WORK DESCRIPTION
�► oz
e„,, 7 d,
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Square Ft. Estimated Cost(value) e= 2-60
Signature of owne and /or Condo President
Date: J
-97
Ole SbanrAtt
Notary as to Owner and /or Condo Pre dent
My Commission Expires:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
,, ,
** * * * * * * *
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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accura and that all work will
be done in compliance with all applicable laws regulating construction a zoning. Furthermore, I
authorize the above -named contractor to do the work stated.
FEES: PERMIT '740' RADON C.C.F.
APPROVED: Fire
> hl c v ec s a tcu rlitil J , 2 e gx 1, dt,5
fl SS S
Zoning Buildi
* *
Mechanical Plumbing
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN
at
te•
tar ®8 t .7 � �� FUO ZZi
Co i ' # §9io NUMBER
• CC360191
F\,0
CC360191 1993_ P
S i
D
No
My
NOTARY
e of Contractor or Owner- Builder
-Builder
* **
TOTAL DUE gig --00
Other
Electrical
Engineering
FROM : SEASONSHIELD
Seasonshicid, Incorporated
355 Center Court
Venice, FL 34292
• TEL: 8008696696 MAY. 25. 1994 8: 14 AM P 5
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Your application for Product Approval of
Series "4000" Type "OXX "Aluminum Sliding Glass Door, f ownsized SGA -C35 with Reinforcement
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and calculations as submitted by
11.13. Rupp, P.E. along with National Certified Testing Laboratories report No.: NCTL - 210..1574 -3A dated:
September 28,1993 and report No.: NCTL - 210 - 1574 -2 (F.E.R.) dated; September 28, 1993
has been recommended for acceptance by the Building Code Compliance Office to be used in the Dade
County, Florida under the Specific Conditions set forth on pages 2.2b and the Standard Conditions on page 3
for Glazed Products.
The Office of Code Compliance reserves the right to require retesting of this system within the first two years
of the approval should any amendments to the South Florida Building Code be enacted affecting this
component or roof system.
ACCEPTANCE No.: 93- 1222.07
EXPIRES eptember 30. 1997 / Gil s iamond, P.E.
Supervisor
Product Control Division
* *_ LEASE NOTE *
.II
• t :1 : I I elk.
• t • 13 : ► ►1 t
CONDITIONS
B1111,DINE.CSIDESDIAMILIME
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: MAR 2 8 1994
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130.1563
(305) 375.2901
FAX (305) 375.2908
Charles Danger, P.E.
Director
Building Code Compliance Dept.
. Metropolitan Dade County
FROM : SEASONSHIELD
• Seasonshield
DESCRIPTION OF UNIT
MODEL DESIGNATION[:
Series "4000" Type "OXX" Aluminum
Sliding Glass Door (Downsized SGD -C35)
(with reinforcement)
TEL: 8008696696 MAY.25.1994 8:14 AM F 6
-2-
ACCEPTANCE No.: 93- 1222,07
APPROVED
EXPIRES : September 30. 1997
_ g= OF ACCEPTANCE: ___SPECIFIC CONDITIONS
•
. MAR 2 8 1994
ASSIGNED ACCEPTANCF ARKIN
AAMA 1303.5 -76
ANSI /AAMA 101 -88
Dade County Approval # 93- 1222.07
Expires: September 30, 1997
Approved for installation up to 25 ft. above grade.
OVERALL SIZE:
12' 1 -3/8" wide by 8' 0" high
CONFIGuRATION1:, OXX CAUTION; Elevation must be reduced in
the coastal construction zone.
C This is a three panel Type "OXX" aluminum sliding glass door measuring 12'
1 -3/8" wide by 8'0" overall. The active panels measured 4' 0 -1/8' wide by 7' 11-1/8" high; the
fixed panel measured 4' 1 -3/4" wide by 7'11 -1 /16" high. Frame and panel members are not
thermally broken. A plastic spacer /guide is used at each panel corner. The fixed panel is secured
to the jamb with four 9/16" long aluminum angle retainers each fastened to the jamb stile with a
single (# 8 x 3/4" pan head) screw. One claw -type door lock assembly is located at 40" from the
bottom of each active panel lock stile each with the keeper fastened and secured to the fixed
meeting stile and the right jamb stile at lock position with two (2) screws. One adjustable metal
single roller assembly is used at each end of the active bottom rails. The frame is of double nail
screw coped corner construction. Panel corners are of single screw at the bottom rail and double
screw at the top rail coped corner construction. The interior vertical sill wall employed an
extruded aluminum 3" high extension.
REINFORCIEMENT: A steel bar reinforcement measuring 1- 3/16" by 5/16" by 7' 5 -1/2" high
is employed in the fixed panel keeper stile hollow. A steel bar reinforcement measuring 7/8" by
5/16" by 6'0" high is employed in each active panel interlock stile hollows.
Gil Diamond, P.E.
Supervisor
Product Control Division
FROM : SEASONSHIELD
TEL: 80 08696696 MAY.25.1994 8:15 AM P
Seasonahield. Intor ACCEPTANCE No.: 934222,07
EXPIRES ; September 30. 1997
NO OFAcCEPTANCR; SPECIFIC CONAITIONS
GLAZING: All panels are channel glazed using 3/16" thick tempered glass with a flexible vinyl
glazing bead.
W1ERSTRIP: Four strips of center fin weatherstrip (.270" high) are located at each jamb.
A double strip of center fin weatherstrip (.320" high) is located at each interlock stile. A double
strip of center fin weatherstrip (.270" high) is located at the fixed meeting stile. A double strip
of polypile weatherstrip (.310" high) is Iocated at each panel top rail and each active panel
bottom rail. A double strip of single-leaf vinyl weatherstrip is located at the fixed panel bottom
rail. An adhesive batk polypile dust plug measuring 1 -3/16" x 13/16" x .600" is located at
interlock stile interior and exterior head track.
WEEPHOLES: One weep notch measuring 1 -1 /2" X leg height is located at each end of the
interior sill roller leg, exterior sill roller leg and the screen sill roller leg.
t•t .v • I.I.
SEALANT: Frame and panel corners are sealed with a small joint sealant.
SCREEN: Two insect screens, one center insect measuring 3' 10 -1/2" wide by 7 10 -7/8" high;
right insect screen measuring 3' 11-1/2" wide by 7' 10 -7/8" high. Both are of mitered type corner
construction with die cast corner keys. The screen employed fiberglass mesh cloth with a solid
vinyl spline; one flexible vinyl weatherseal; spring - loaded roller plunger type retainers.
- 2a -
APPROVED ; MAR 2 8 1994
Ji; White painted aluminum.
Gil Diamond, P.E.
Supervisor
Product Control Division
EXTERIOR WIND LOAD (PSF)
ASTM E330 POSITIVE
-
55.0 PSF
INTERIOR WIND LOAD (PSF)
ASTM E330 NEGATIVE
55.0 PSF
WATER RESISTANCE (PSF)
ASTM E331 (No Leakage)
12.2 PSF
—
AIR INFILTRATION ®1.57 PSF
ASTM E283 (< 0.37 CFM/FT
0.36 CFM/FT
FORCED - ENTRY RESISTANCE (F.E.R.)
AAMA 1303.5 -76
NCTL- 210 - 1574 -2
Design Pressure Rating i
36.67 PSF
FROM : SEASONSHIELD
S inco[�prNted
TEST
SCREWS AND METHOD OF ATTACHMENT
Sill
: 12 #10 x 1" FH SMS
Header : 12 #10 x 1" FH SMS
Jambs : 10 #10 x 1" FH SMS
APPROVED FOR ELFVATY NS 1JP TO: 25 Above Existing Grade valid until May
1 • 1.; 7 s
This product must be re- evaluated for structural adequacy when installed within the Coastal
Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b of the South F1 • ride
Building Code. �
- 2b-
TEL: 8008696696 MAY. 25.1994 8:16 AM P 8
ACCEPTANCE No.: 93- 1222.0.7
MAR 28 1994
APPROVED
EXPIRES : September 30. 1997
RESULTS:
jy7, Please see note #I 1. Pam
Gil Diamond, P.L.
Supervisor
Product Control Division
V 1ILr� ur tu u4u u az PM 1st : •
1. For multiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
2. This Acceptance will qualify smaller units of the same design and as the unit tested.
Revised 5 -20 -92 .
�.
• I
un
-3-,
Da
duct
trol
3. All units must be labeled gi ' the ufactu er
Approval Number. approved elevation and date of exp' a tion.
4. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, for test reports less than four (4) years old, has been re- evaluated.
5. Any revision or change in materials, use or manufacture of the product shall automatically
be cause for termination, unless prior approval is granted for revision or change.
6. Any unsatisfactory performance of this product or a change in Code provisions shall be
grounds for re- evaluation.
7. This Acceptance shall not be used as an endorsement of any product sales oradvertising
purposes.
8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AANLA.
101 -88 or for wood window unit by ANSI /NWWDA I.S. 2 -87 and sliding doors
ANSI/NWWDA T.S. 3 -8 and swing doors ANSI/NWWDA I.S. 8 -88.
9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23
of the South Florida Building code.
10. Hardware for all windows and doors shall conform to Security and Forced Entry
Prevention, Chapter 36 of the South Florida Building Code.
11. The spacing of fasteners shall be as tested or 24" whichever is less.
The first fastener shall be located a maximum of 6" from each career and mullion or stile.
Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood
or plastic shields or pies shall be used. -
Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first
and second floor installations and No. 10 for all other floors above the first and second
floors.
it Diamond, P.E.
roduct Cmntrol Division
• Supervisor
!rJI 'Ft Q DADE ;':" METROPOLITAN DADE COUNTY, FLORIDA
METRO.DADE FLAGLER BUILDING
Seasonshield , Incorporated
355 Center Court
Venice, FL 34292
ACCEPTANCE No.: 93.1119 01
APPROVED : JAN 2 4 1994
PRODUCT CONTI:OL NOTICE OF ACCEPTANCE
Your application for Product Approval of 5e iec '2001" .Murninum Prime Window (F under
- Chapter 8 of the Metropolitan Dade County Cole gov.�rring the use of Alternate Materials and Types of
.Construction, and completely desciibcd in the plans, specifi'::ations aid calculations as submitted by H.E.
Rupp. P.E, along with National _certificdi Testing Jaboratori: report No.�NCTL- 210- 1541 -1 dated
1. 1993 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 -2a and the Standard Conditions
on page 3 for Glazed Products.
The Office of Code Compliance reserves the right to require retesting of this system within the first two
year of the approval should any amendment:; to the South Florida Building Code be enacted affecting this
component or roof system.
EXPIRES : July 31 1997 - / GiI Diamond, P.E.
Product Control Division
Supervisor
PLEASE NOTE RR
THIS IS THE COVERSHEET SEE A)DITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has b°xa1 reviev ed3 the Metropolitan Dade County Building Code
Compliance Department and approved by tit: Building Coin:. Committee to be used in ade County,
Florida under the conditions set forth above.
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -UAUL f LAGLEN BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130-1563
(305) 375 -2901
FAX (305) 375 -2908
Charles Danger, P.E,
Director
Building Code Compliance Dept.
Metropolitan Dade County
J ed: :c'nshiel1
•
Seasonshield, Incornorxted
EPESCRIPTI ON OF UNIT
h1ODEL DESIGNATION:
Series "2001" Fixed Aluminum
Prime Window (F -050)
OVERALL SIZE:
6' 0" wide x 6' 0" high
1;pNFIGURATI9N: 0
1 EL No .
2
NOTICE OF ACCEPTANCE:
LI 2' , `a4 U :'_5 No . 1_J1_!=1 r 03
ACC:EI9'ANCE No.: 93 -11 19.01
2 4 E
APPROVED ; L!U 2
EXPIRES : July 31, 1997
SPECIFIC CONDITIONS
IONS
ASSIGNED ACCEPTANCE MARKINGS
ANSI/AANIA 101 -88
Dade County Approval # 93-1119.01
Expires: July 31, 1997
Approved for installation up to 75 fl. above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone.
(GENERAL: The test specimen is a fixcc al'iminum prime window measuring 6' 0" wide by 6' 0" high
overall. Frame member; are not thermally broken. The frame is of double screw coped corner
construction.
6 ;LAZDNG MATERIAL: 3/16" thick n, u,ealed glass.
GLAZING METHOD: The fixed lite i.; exterior glazed with an adhesive back - bedding and an
aluminum glazing bead.
`JVEATI No weatherstrip en ployed.
a
: WEEP1IOLES: No weeps employed.
;INTERIOR & EXTERIOR SURFA I; FINISH: !White painted aluminum.
it Diamond, P.E.
Supervisor
Product Control Division
4. 3 t
Se:asonshield lncor orated
NOTICE OF .41CCEI`TANCF:
SEALANT: Frame corners are sealed with a small -joint sealant.
SCREEN: No screen employed
TESTS: RESULTS
iXTERIOR WIND LOAD (•SF)
ASTM E330 POSITIVE
INTERIOR WIND LOAD (PSF)
ASTM E330 NEGATIVE
WATER RESISTANCE (PSF)
kSTM E547
AIR INFILTRATION @ 1.57 PSF
ASTM E283 (< 0.15 CFMIFT' )
FORCED -ENTRY RESISTANCE (F.E.R.)
APPROVED TO:
when a design pressure rating 50.7 p.s.f. shall ap
This product must be re- evaluated for structural
Zone in accordance with Chapter 23 Subsection
2a-
ACCEPTANCE No.: 93
APPROVE]) . JAN 2 4 1994
EXPIRES : July 31, 1997
SPECIFIC CONDITIONS
76 PSF
76 PSF
16.5 PSF
0.00 CFMIFT
N.R
SCREWS AND METHOD OF ATTACHMENT
HEAD : 4 #8 x 1-1/4" PR SMS
SILL : 4 #8 x 1 -1/4" PH SMS
JAMBS : 4 #8 x 1 - 114" P11 SMS . NOTE: Please se N # ot 11 , age 3
75 FT. Above Existing Grade valid until.May 30, 1994
ply.
adequacy when installed within the Coastal Construction
2309.2 (b) of the South Flori• . But • ing Code.
Gil Diamond, P.E.
Supervisor
Product Control Division
IQTICE OF ACCEP"KAN�,L: STA1N11: � 1 1QNS FOR GLAZED PRODUCTS
For multiple window installations, r touli' :on drawings and calculations must be
filed with Product Control.
2. This Acceptance will qualify smaller units of the Name design and as the unit tested.
3. All ui�its :h,. manufacturer' ame, Dade County Product control
Approv Number ppr ved 0.1eva• ion and date of expiration.
4. Extension of Acceptance may b. c.)nsir!er.ed after a new application has been filed and the
supporting data, for test reports le <:s than four (4) years old, has been re- evaluated.
5. Any revision or change in material:., use or manufacture of the product shall automatically
be cause for termination, unless pr or approval is granted for revision or change.
Any unsatisfactory performance of this product or a change in Code provisions shall be
grounds for re- evaluation.
7.: This Acceptance shall not be used as an endor:.ement of any product sales or advertising
purposes.
8. Aluminum windows and sliding doors Cave been. tested in accordance with ANSI/A A.MA
101 -88 or for wood window unit 'Dy ANSI/NWWDA I.S. 2 -87 and sliding doors
ANSLrNWWDA I.S. 3 -8 and swing doors ANSI) 1 WDA I.S. 8 -88.
5. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23
of the South Florida Building code.
10. Hardware for all windows and doors shall conform to Security and Forced Entry
Prevention, Chapter 36 of the So'ith Florida Building Code.
11. The spacing of fasteners shall be as tested o: '2-1" whichever is less
The first fastener shall be located a maximum of 5" from
whichever each ch c corner and mullion
No wood
Minimum penetration of fastener shall be as tested or 3/
or plastic shields or pins shall be used.
Unless otherwise noted in the te't report, minimum size of screw shall
first No. 8 for ondst
and second floor installations and No. 10 for all other floors
floors.
Revised S- 20•-92 .
-3-
il Diamond, P.E.
roduct Control Division
Supervisor
FROM : SB=ISO SH I ELD
METROPOLITAN DADE COUNTY, FLORIDA
mon
Chairman
Bertram S. I4iirsl uu•
lice-Chairman
11.0 L(userer
Members.
Ronald Ages.
James Arias
Gone Berlin
Mamas At B/ar*
Lawrence A. Barsari
Ted Drirlis
Osror Brennan
J111111 Calilhtl
Jorge (le la ;Meow
11. Carh Decker
Anulld OaNatan
Richard .11. Marina
Daniel Loris
Jahn Lindsirtun
Steven Lour
Joseph 1lakher. Sr.
James lint+rr
NSlliam Riley
Armand', M. Rift
Tluuuus Utterbac*
Alfred I414shrrkl
RIO Hilli,uus
Board Consulianl
Jahn Pisrurin,
Staff
Charles Danger
Sandy 141•inreh
Gil Mumma
pRODUCT CONTROL NOTICE OF ACCEPTANCE
Crown Window Company /Seasonshield
355 Center Court
Venice, Fl. 34292.
Your application for Product Approval of fer "300 ATW" S
under Sections
203 and 204 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 submitt -d by Applicant. along with National
r Report No. NCTL -219- 0907 -1 and
NCTL- 210 - 0907 -2 (F.E.R.) both dated 9 -27 -91 has been accepted
by Product Control under the Specific Conditions set forth on
pages 2 -2a and the Standard Conditions on Page 3 for Glazed
Products
•
'
U
No.s 92 -0122 9
G D amon
May AU, 1992 Product Control Division
Supervisor
i Sept . �7 . 1995
**PLEASE NOTE **
THIS, IS THE COVERSHEET 'SEE ADDITIONAL _PAGES FOR SPECIFIC AND
FERAL CONDITIONS
ACCEPTANCE
APPROVED
EXPIRES
APPROVED: May 1 L 12,.92
TEL: 8008696696 I'If-1Y. 1994 o:. nr i
-1-
METRO -DADE CENTER
SOAR() OF RULES AND APPEALS
SUITE 1010
111 N.W. 1s1 STREET
MIAMI. FLORIDA 33128.1974
4305) 375 -2981
(305) 375 1610
BOARD OP RULES-, NQ APPEALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals to be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
Charles Danger', P.E.
Secretary
Metropolitan Dade County
Board of Rules and Appeals
Crown Window Compaq /Seasonshi d ACCEPTANCE No.g
DESCRIPTjQN OF UNIT
Series 300 ATW Six (6) Vent
Awning Aluminum Prime Window
(A -C30)
QVERAI,L SIZE:
4' - 5 1/8" by 9' - 0 7/8" high
APPROVED
EXPIRES
r1OTICs OF ACCEPTANCE: $pECTFrC S'0NDITIONS
._92 0122,
May 11, _199
G1 Diamond, P.E.
Product Control Division
Supervisor
_ Sept, 27, 1991.
Q
ASSIGNED ACCEPTANCE MARKINGS
AAMA 101 -88 (A -C30)
Dade County Approval #92- 01229
Exrirest September 27, 1995
Approved for installation up to 15. ft
above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone
No. & sag OF VENTS* There are six (6) vents, the bottom vent measures
4' - 4 1/8" wide by 1' - 6 13/16" high. The other vents measure
4' - 4 1/8" wide by 1' - 6 1/2" high. The frame and vent members are not
thermally broken. One ATW crank mechanism, mounted to the bottom of the
frame stile with three (3) screws operates a standard awning window
slide bar hinge and locking system. One operator slot cover plate is
fastened with two (2) screws at the opposite stile employing the
operator. The vent corners are of single interlocking tab coped corner
construction. The frame corners are of double screw (#8 x 5/8" pan head)
coped corner construction. The frame is mounted to the test buck using
twelve (12) (#10 x 1 1/4" pan head) screws.
GUMMJ All vents are exterior glazing using double strength annealed
glass with an adhesive bedding and an aluminum glazing bead.
WEATNKERSTRIPPINGt A single strip of bulb vinyl weatherstrip is located
at the top five (5) vents bottom rails, head, sill and each jamb,
NEEPHOLESt No weeps - .:ployed.
INTERIPR & EXTERIOR SURFACE FIN1Sk a White painted aluminum
SEALANT: . Frame and vent corners are sealed with a small joint sealant.
INSS =T SCREEN : An insect screen measuring 4' - 0 1/8" wide by 8' - 9"
high is of mitered type corner construction with etaked-in -place
aluminum corner keys. The screen employed fiberglass mesh cloth with a
,hollow vinyl spline and two pull tabs.
FROM : SEHSONSHIELD
TEL: 80086%b95
Crown Window Compaq Seas, gs 1d
NOTICE OF ACCEPTANCE: SPECIFIC CQ►,'r ' ..
MAY. 2S. 1934 8:18 H I F i,
ACCEPTANC2 No.: 92- 0122.9
APPROVED s May 11, X992
EXPIRES t
SCREWS THOD_O ATTA T
TESTS:
INTERIOR WINDLOADs 45.0 paf SILL : one
EXTERIOR WINDLOAD: 45.0 paf HEADER: Pone
WATER RESISTANCE s 5.40 psi JAMBS : 6 4 10 x 1 1/4" PH SMS
AIR INFILTRATION $ 0.35 cfm /ln. ft.
FORCED ENTRY s NCTL- 210-0907 -2 NOTE1
please see Note 011. kagp }
APPROVED FOR ELEVATIONS•UP TO$ 15 feet above existing grade
This product must be re- evaluated for structural adequacy when installed
within the Coastal Construction Zone in accordance with Chapter 23
Sub - section 2309.2 (b) of the South Florida Building Code.
Gi Diamond,
Product Control Division
Supervisor
FROM : SEHSONSH I ELL)
NOTICE OF ACCEPTANCE,: STAND
TEL: 80198696696
MH'Y'. cam . 1'i54 : i , rill r _ _
REVISED 5 -20 -92
1. For multiple window installations, approved mullion drawings and calculations must he
filed with Product Control.
2. This acceptance will qualify smaller units of the same design and materials as the
unit tested.
3. An unite must.- jst labeled._ giving t1a0L,cturer's name. Dnde County Produc
Control jkpproval Number. approved elevation and date of expiration.
4. Extension of Acceptance may be considered after a new application has been filed
and the supporting data, for test reports foss than four (4) years old, Ilns been re-
evaluated,
6. Any revision or change in materials, use or manufacture of the product shall
automatically be cause for termination, unless prior approval is granted for revision
or change.
6. Any unsatisfactory performance of this product or a change in Code provisions shall
be grounds for re- evaluation.
7. This acceptance shall not be used as an endorsement of any product sales or
advertising purposes.
8. Aluminum windows and sliding doors have been tested in accordance with
ANSI /AAMA 101 -88 or for wood window units by ANSI/NWWDA I.S. 2 -87 and sliding
doors ANSI /NWWDA I.S. 3-8 and swing doors ANBI /NWWDS I.S. 8-88.
9. Swinging doors shall be tested for positive and negative wind pressures as per
Chapter 23 of the South Florida Building Code.
10. Hardware for all windows and doors shall conform to Security and Forced Entry
Prevention, Chapter 36 of the South Florida Building Code.
11. The spacing of fasteners shall be as tested or 24" whichever is less.
R. The_firsj, fastener shall be located a. maximum each comer and mullion
or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is
higher. No wood or plastic shields or pins shall be used.
Unless otherwise noted in the test report, minimum she of screws shall be No. 8
for first and second floor installations and No. 10 for all other floors above the
first and second floors.
-3-
Gil Diamond, P.E.
Product Control Division
Supervisor
FROM : SEASONSHIELD
•A
' Crown Window
Design Proesure Rating:
NOTICE OP' ACCEPTANCE
TEL: 8008696695 MAY.25. 1994 8:2U HMi P14
ADDENDUM
ACCEPTANCE No.: 92- 0133.09
APPROVED : 05/11/92
EXPIRE® :09/27/95
This addendum converts this product's present Elevation Rating to the following
corresponding rating:
30.00 PIO, in esccordanco with : 7-88.
-a -
This product has not been subjected to the Impact Test Procedures per ProtocolPA 201 -94,
therefore, it must be installed with an approved Hurricane Protection Device.
Gil Diamond, P.E.
Supervisor
Product Control Division
A/oTE Elevation ehown thug (1° referto A/. G. V. 0.
I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described property
is true and correct to the best of my knowledge and belief as recently surveyed and
platted under my direction.
Note: Thls drawing is not valid unless
IV bears 'c iisossed seat of app l i --
cable surveyor,
Order No. Date
120300
c3C4LE f'16Y)'
Af
f �. sa t
'17.4. 303
16TOk'(C E . 2E9,11 S75
Fn;shed E'ev � 470
SCHWEI3 - SHISKLN & ASS ^CIATES, INC.
, .
�� . ..-;> tom_.., .I_ '/' d t
Registered Land Surveyor 11 rres.
State of Florida
R E V I S I O N S __
Eig_IsLAY8 ___ Sicznature
OG6 /35 Reg. Land Surveyor # 97e' State of Fla.
eg. Land Surveyor State of Fla.
ODDER NO: 4077
F. B. NO: 81/1
DATE: 1/25/51
SCALES SHOWN
SKETCH OF SURVEY:
Lot 2, MAGEE &HAWKINS SUBDIVISION,
according to the plat thereof, as
recorded in Plat Book 51 at Page 5 of
the Public Records of Dade County,
Florida.
eg. Land Surveyor State of Fla.
eg. Land Surveyor State of Fla.
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MARKOWITZ BROS.,INC
5600 N. E. 4th AVENUE
MIAMI 37, FLORIDA
•
'•
THESE PLANS ARE APPROED FOR ISSUANCE OF A BUILDING PERMIT
1-W1 TH tO VARC 0 ir VARACE(S) USTED IN "REMPRS"
NO OTHER DEVIATtO !S I R1 T F P1 W ' ES O1II1tING AD ZONING
ORDMACS w;t.i BE PERMTf IJ SPECIFICALLY USTEO BEIOW.
Alt OTHER APP1CBE STTE AD COU1Y LAWS MVST BE COMPLIED_
YTH EY ALL PART(S
i e1 S ture Date
FRE DEPARTMENT
PUBIiCyVOnKS
FOLIE DEPARTMENT
EWRD4G DIRECTOR
(1—
PL1NMNG & ZOfl\C tO
VRLOE COUNCIL
APPROVAL
PRELIMINARY: FINAL:
..REMARKS
('S- (r
- -
.--*------
COMPLIANCE WITH THE SOUTH FOL) E 1 0 O S
Y h?IAM1 SHORES V}ACF S Fd i E , R IE 1
SUB CONTRACTORS AF -
I!\4G REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED
_____a-*_ _ -- - -.
o PFEi)
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HEREIN
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ORAWINO NUMBER
f,p Alt3ANENE4i. 103135
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ABRABEN + PEARLMAN
D 6 5 , 1 ' O 11 6 R P R O J E C T D I R E C T O R
H. DUTKIN CONSULTING ARCHIT8CT
1134 LINCOLN ROAD
MIAMI DI:ACH, RLA. J$ 2 -2104
r--2
rltft Housing _
j
-�-
Woes 14..0
NOTE:
ttwl IINANNCtA$ rA Hodes • • # 'r` fa4rt 0.0 err ,t i' �rvir4 e. '
4 rn roll !/ f it' lot,. 4`441$
IOdwries, capacity of j. to 64 2100 /13.f.
POOL SECTION WITH GIVING BOWL
L
• ` f lo* ttrc ht• r4 tent -- /to 411- bon ne t ---. 4 ,Attu octet
1 e;' •enp 6 I ty o/ .Aol oil >O e • 1$00 /a. /
°:. • TYPICAL POOL SECTION
PV.Q.irn4 to pvn'p
NOT E %Hfdto reirtf waive
only wt14n required
TYPICAL CROSS. SECTION
filJEA AREA
PrtcGsf cOr+c a rvsf oa!
fiber t$ MO►n Oro '
POOL. OAr,
110111171001 RATA i t
6lAC1teASH RATE f
VA
TNOVEA FIATI t ,
` Plit' Site �
I)
Si rawrAt k n t .mil
l,,' 114. n Oro toe
�'gNrd A '
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3 - O ,
...„4
to
rp Poo .
Hoer and hot
Sara Mr
,A. title
i hlttr
4 0" inn
+.• .1 4-slob Jvnc t+on op ti
tell 4 COOini 1 � 8 • ubQve secs '11-r.a:‘ 11:7_1=1: ' --1 - ii- 4
4 r
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c4ndvrl� 1 t
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ALTERNATE SECTION
rI74 'co O N� N � boot bottom 6100 Ihrckntss tin)
FORMULA AND CHART FOR POOL. EiOT T. SLAB 'a4/ HYDROS TAT.' PL F T
S 1. \t ( \3 GOO - ! t<)44
0(fcR1OT1
cf.
ac ::1 ty _,
Iktk! € d 4'r
R s
Csewrta04
Artrtrory pvrro ire to to
ollocned rhsnempttrn9
pool during periods of
NO water Ia es
•
WELL POINT DETAIL
To pvn+p
V'e'rock coit.ction
bed where hydro
Witt needed
TO Poo l
(To Noste
Vocwal and /
SPIN-O -MATIC FILTER $ PIPING DETAIL
Witty O4
(Aw O
dosing 8
rocking► ,
catc fig
CHIN LINK FENCE
Pool Top Fri G'ode r �
T'
E51 ft
FloodCrrterr0
Poo 841foi%
14 ?Apo Ororn
line.
1 2'( HVt• Fallow for , srrvat t
U s! [ i
►E
C
Hoodro
6 t.od4tr (Groe3 Aarl)
rv1nQ OC►d oroiiionct
8 Otos T
9_ Sptcoo/ 'whop
l0 Siphon breaker
r 11 Lr ht s
12 t-- beater
13 �� P v rn a _
- Act ef! _ removals
H- - -
11 Oimvtli rock
16 Hydra relief
17 , Vacuum- Cleaner
18 Tti1 rn ' - - --
2.
19
20
GENERAL NOTES:
1. Foe peon iorovf. der It dot mitotic p4.1 OIOrt, scMdvfer, pool tOc tiara.
and sp.ctfl details see Spies no.2 .•
All s TIng pools shoe beer 4RroCA a vndstorb4Q toed. Al rags
0n4 float$ sf+ot/ t>4 goneted' Of 194offd C. C Cot( etf Moll kg's e
COnVit%ttvl strength 04 3A041 Ise it4A 9 2a dors.
3. Al reiMarCln, 0..1 $boo IS 1110411Nesidl<1 lf gr sett contormien t0
A S T t+r4 A- 30 S. Stet shoe be bek 1 n d p b c t ct rn occCr d oa c e
w ren tRt A,C.► IloAd43r41 064 sttacrfrtations.
4. Ali Ioo• pips f19 sl►psl be) R C. ScM4.40 or+d beat t1+e ttS.it 04 bpptorol.
5. Sock nosh 04 $ be to on t+ 1dir pool sump of 100 113.11. win. or t O A + +/4
dtarn rOCh. IOTA Irr,Qdt,on, ■Otfrway, HC IA OCC[Xd'nCI •+tIR !coat Odenona t
6. D►sposot of 0001%141V shill cwr4orm a Sec.5004 of eu sou. itf#xt
gto4rng sholi confine pon4rng of pool Ai 0111f to n1tMe toe lines God
svcn balding shot, 6ol,p4rsosf oar ;'note Ikon Inr. efttlt eret ile.
t. Grde of Man Groat shall htvf 0 I' 4 Or to tour 1wrrt1Me 4r +te.
suction line.
8. Wolof supply and disposal ,toll be tnstolltd ul o 411 Kt 4't $"9
cross c064140.04 Nutt* 0 donte%tte water $vp9l1 or rotor drsp0340 nil the.
9. Hoof and Ion/ strawy shill hove rurovotoe far ten wart 4 fTtt4 ofiii
rimes the arta Of the suction lint. .
10 Cattrrdas Mir shat hOwe • erlrtotron rate no ro teuf0 )444. pee-
14 ft. of filter alto. No back.osh re*ltored•
11• AR metollte conduit, O•91ng system, reinforcing s1lII4, 1rgMW'4
hehrrel Ord flews hq,twnq, A►ttot aces d fodder$ diving bcordeA*4
their sotoporfs shoIt be b onded Io4ether one growlded to • covotoe
round . The b o ride rag c Grid uct or s 1+411 not b4 s m o11 e r ►Moto, 411 copse. '
12. No open wiring o.et pool atilt►.
Time cloth and tronsform.ers
F,nCI1 Ond golf
Screen enCtoutte
lit
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D dt - f ill P rt`7i ct - Q/Oy1H c
;44 Cciefef7 .rcL r
ti Fil..e)vto_ ‹rt •t + _ i.•�!.T{?.14 r"Cor A4,, +� £ t:t4Z t ._
l'�r (.oN Str%ALA . <1 .[fit h .c. 'UtNt.6.N,'5tot4S
4 e a !aI c %•‘vs. AFt 0:_ 4ltALt:.. &gFra - r VI
CS 516ucz. Ul . h it t, %lot -tS .SFC ce: Ak4V1s t: '
/-* • L L. Gi U14 1:1 S Irt A e . % AU _ A :'l t� � r /f•S />e
11. r P40t.- e rt\Vf- tcN S4tl4�.t. £ in.�e Cot- 41 A S 's
t1 a -, 4,44. �� �. �Eh�.� �' r<Dt<: t SA 4Q. wtC(L � r t•+,p
y -fq �i(V ' via!—.,t4 _ :e tie tN ' v tt4f>E.`: •.af `.
T ESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT
till WITH NO VARIANCES D WITH VARIANCE(S) LISTED 14 "REMARKS"
NO OTHER DEVIATIO "S FR^;i,THE MIAMI SHORES BUILDING AND ZONING
ORDINANCES WILL BE PERMI I'TED, UNLESS SPECIFICALLY LISTED BELOW.
ALL OTHER P,PP! ICAGLE STATE AND COUNTY LAWS MUST BE COMPLIED
WITH BY AU. PARTIES.
Authbrized Signature Date
FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPARTMENT
fir.....
BUILDING DIRECTOR
V)1�..+
�;� -f--F-
�
PLANNING & ZONING BOARD
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: FINAL,
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE CHARGED WITH T•te KNOWLEDGE OF ALL BUILD-
ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
TA-
A,R HANID 5;Z,
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-L ) Win ,
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400 «n,
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Order #4n7
F.B. #81— 1
SKETCH OY SURVEY
Lot 2, :ACES & HAWIKINS SUBDIVISION,
according to the Plat thereof, recorded
in Plat Book 51, at page 5, of the
Public Records of Dade County, Florida.
January 25, 1951
Scales shoot
I HEREBY CERTIFY: That the attached
"SKETCH OF SURVEY" of the above
described property is true and correct
to the best of my knowledge and belief,
as recently surveyed .el14 platted under
ay direction. i ,r .'. � . A , `
stir.
3c Q) e
Ref; ' e) Lp.nd Surveyor #602
's,'t, .t'e of .Florida
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SKEET NO.
REV ISIONS
CHARLES P. NIE IR
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