WINDOW PERMITDate - /�'_ o Job Address
Legal Description
//1 /j Lessee
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Owner's Address ;r te �' �/
Contracting Co
/
Tenant
Qualifier
State # Municipal #
Architect /Engineer
Bonding Company
Mortgagor
Type(circle one): BUILDING ELECTRICAL
WORK DESCRIPTION /',
Square Ft. 29a'
X6`'/6
Notary a " o Oi4n r and /or Condo President
My Commission Expires:
** *
4/ t qd s�/ Tax Folio
Address
PLUMBING MECHANICAL ROOFING
Estimated Cost(value)
Master Permit #
%
Phone — 1
-
Competency #213' Ins.Co.
Address
Address
r Address
AVING FENCE SIGN
//
_c Vie!
a
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 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 work stated.
S '_nature of ,•wner and`I`ar Condo President
Date:
Sign re of Contra 'c -.rl or Owner-Builder
Date:
"' ✓V
Notary a to Contractor or Owner- Builder
My Commission Expi
FEES: PERMIT f'! RADON C.C.F. 1 ° NOTARY TOTAL DUE
APPROVED: Fire
Zoning Building
Mechanical Plumbing Engineering
Other
Electrical
"
SEP 16 '9310:36 FROM YALE OGRON MFG.
F-*
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Yale Ogron Manufacturing, Co.
671 West 18th St.
Hialeah, FL. 33010
Your application for Product Approval of eries 6000 Aluminum Ho , • ntal Slidi ' • Window S R3 0
under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types
of Constructions, and completely described in the plans, specifications John C. Olson. P.E as a • t ctober Miami '1'e ' � •Lab • rato IBC. Test Re • ort No. MI'L 1 Code Compliance Office to be used in Dade
1992 has been recommended for acceptance by the Building P
County, Florida under the Specific Conditions set forth on pages 2 and 2a and the Standard Conditions
on page 3 For azed Products
ACCEPTANCE No. 0 93- 0415,7
EXPIRES a Oct.31.1997
TO PREMIUM PAGE.001
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130.1563
(305) 375 -2901
FAX (305) 37$ -2408
Gil Diamond, F.E.
Product Control Division
Supervisor
** PLEASE NOTE * *
THIS IS '1St COVERSHEET SEE ADDITION PAGES FOR SPECIFIC A ND GENERAL
CONDITI ONS
BUILDING CODE COMMITTEE Building
This application for Product Approval has been reviewed by the Metropolitan Dade County
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
3 1 1993
APPROVER
T IM
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
o � .
• Yale O ron Mfg. Co.
A S�CRIPTION OF UNIT
MODEL DESIGNATION:
Series 6000 Aluminum
Horizontal Sliding Window
Configuration: XOX
OVERALL SIZE
9'- 10 " wide x5' -3 "high
MUNTINS: None.
REINFORCEMENT: None.
ACCEPTANCE No.: 93- 0415.7
APPROVED : �C a 1 1993
EXPIRES : Oct. 31. 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
GLAZING MATERIAL: 3/16" Annealed glass.
ASSIGNED ACCEPTANCE MARKINGS
AAMA 101 -88 (HS -R30)
Dade County Approval #93- 0415.7
Expires: Oct. 31, 1997
Approved for installation up to 15 ft. above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone
No. & SIZE OF PANELS: Two, 35 1/16" by 60 3/8" high; one fixed light frame glazed in the center
with a clear opening of 45" by 60 1/8" high (XOX).
WEATIiERSTRIPPING: Double pile with integral plastic fin in each panel top rail and moving lock
stile. 'Single pile with integral plastic fin in each interlock stile. Double pile in moving bottom rail.
Double vinyl bulb in each fixed panel jamb stile. One 1/2" by 7/8" by 3/4" self adhesive back pile pad at
• top and bottom of XOX stile between weathering flange and one in frame head and sill, above and below
_ each interlock stile and two in frame head above the XOX stile. One 3/4" by 1 " 3t4 self adhesive back
pile pad in frame head, 47 1/2" from right frame jamb, near interlock stile (total of seven pads).
• OPERATORS & LOCATIONS: One adjustable metallic wheel at each end of moving panel bottom
rail. One flush mount metallic hook lock at moving panel lock stile. One 3/16" diameter stainless steel
security lock pin„ in moving interlock stile through fixed interlock stile, 78" from bottom (used for
Forced Entry Resistance Test only).
GLAZING METHOD: Channel glazed using a flexible channel vinyl glazing bead..
. WEEPHOLES: One 1/2" by .1/8" drain hole, 24 1 /2" and 55 5/8" from each end of screen track and one
1/2" by 1/8" weephole in moving track, 27 1/2" and 58 1/2" from each end.
-2-
it Diamond, P.E.
Supervis
Product Control Division
4 � s
' Yale Ogron Mff. Co.
ACCEPTANCE No.: 93-0415.7
APPROVED
EXPIRES : Oct. 31, 1997
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
• JUD. 3 1 1993
ADDITIONAL DESCRIPTION; Flange type frame. 2" high overall interior sill flange.
TESTS: SCREWS AND METHOD OF ATTACHI' NT
ThiTERIOR WIND LOAD: 45.0 PSF SILL : 5- #10 x 1" PH CP SMS
single row
EXTERIOR WINDLOAD: 45.0 PSF
HEADER 4- #10 x 1" PH CP SMS
WATER RESISTANCE : 5.40 PSF single row
. AIR INFILTRATION : 0.36 CMFT JAMBS : 6- #10 x 1" PH CP SMS
three double rows
FORCED ENTRY MTL -15408 All screws centered at 6" from each corner
NOTE: Please s ee Note # 11 a e 3
APPROVED FOR ELEVATIONS UP TO: 35 FT. Alzove Existing Srade. (Valid until December
31, 1993 when a design pressure of 30 p.s.f. rating shall apply).
This product must be re- evaluated for structural adequacy when installed within the Coastal
• ••• ..Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South Florida Building
Code.
Gil Diamond, P.E.
Supervisor
- 2a- ' Product Control Division
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS_
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.
3. All units must be labeled •'vin• the manufacturer's name Dade Coun Product Control
iration.
roval Number a
roved elevation and date o
4. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, for test reports Iess 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.
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 unit by ANSI/NWWDA I.S. 2 -87 and sliding doors
ANSI/NWWDA I.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 shA11 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 first fastener shall be located a maximum of 6" from each comer and mullion or stile.
Minimurn penetration of fastener shall be as tested or 3/4" whichever higher No - wood - - --
or plastic shields or pins 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.
Revised 5 .
-3-
#1.4 ..JW
Diamond, P.E."
roduct'Control Division
• Supervisor
METRO•DADE
Yale Ogron Manufacturing Company
671 West 18th Street
Hialeah, Florida 33.010
Your application for Product Approval of Series "500" Alumin Sjrngfe Flung Windq 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
Ivliam' 'lestinE Laboratorx, Inc. report No.: 15657 by John C;. O( I E. dated: August9 9.x? 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.
ACCEPTANCE No.: 93 -1 008.04
EXPIRES : August 3L 1997
THIS IS THE COVER ,SI -HE<',T. SEE AD»JUOINAL PAGES FOR SPECIFIC AND c,EN.E.13AL
J31111.D.ING CODE COf 1MM1TTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County 1uilding
Code Compliance Department and.apprcv by the Building Code Committee to be used in Dade
• County, Florida under the conditions set forth above.
APPROVED :
Post -It" brand tax transmittal memo 7671
Mok
HOV 2 1993.
P3OI)UC'1' CC)NT CE
;x PI,EA: E NOTE "
METROPOLITAN DADE COUNTY. F:.OR'DA
METRO -DADE FI.AGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO•UADE FLAGLER BUILDING
140 %VEST FLAGLER STREET
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
Gil Diamond, P.E.
Product Control )Division
Supervisor
Charles Danger, Y.E.
Director
Building Code Compliance Dept.
lVtetropolitan Dade County
** TOTAL PAGE . Gt33 **
lakagroilifiztArittringSII.ux ACCEPTANCE No.: 93- 1008.74 -
NOV 2 2 D 993.
►•
DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS
ANSI/AAMA 101 -88 DI•I -R40
MODEL DESIGNATION: AAMA 1302.5 -1976
Dade County Approval 93- 1008.04
"500 "Alunwturu Single Hung Expires: August 31, 1997
Window Approved for installation up to 35 ft. above grade.
D VF1 AL , S1 .F,
4'5 1 /8 "widex6'2 1/4 "high
C:ONF IGURATIO1S: OiX CAJJflQNa Elevation must be reduced in
the coastal construction zone.
No. & SUE /' VENTS One, 50 13/ by 31 11/16" high; one fixed lights glazed at the top with a
clear opening of 49 3/4" by 39 5/8" high (O /X).
WEATIIERSTRJPP1iNG i Double pile with. integral plastic lin at each jamb rail of vent. Single vinyl
bulb at fixed meeting rail, interior sill flange and frank sill under vent. One 1/2" by 1/2" adhesive
closed cell foam pad at each end of fixed meeting rail and one 1/2" by 0.175" high of saine type at each
lower frarne corner under vent.
OPERATORS & o_ ATLQN° Spring and pulley balances. One extruded spring loaded movable
• plastic hook type lock at vent bottom rail, 9 1/2" from each end.
.GLAZING- IVIATF.RJALt 3/16" annealed glass.
GLA7TNG MF•THCB t• Exterior glazed using silicone adhe eddy g co and and rolled
aluminum glazi,7g bead:
-
APPROVED
EXPIRES : August al 19 7
SKcjFI�CQLVAITIONS - - - - - -- - - -
Gil Diamond, P.E.
Product Control Divisio
Supervisor
e
• 1
a-
ACCEPTANCE No.: 93- 100$,..04
Um, 2 2 i 993
A TYRO VEi)
EXPIRES : August 31. I997
NOTIC ` OIiO , ACC' ;P 'CE• ,SP'IaCIFIC CON MTrONS
WEEEJIOI,ES: None. One 4" weep notch at each end of sill screen retainer.TO iiT [16" - wide weep
notch at each end of exterior vinyl bulb weatherstrip in franc sill.
MUNT)NSt None
RNEDRCEMENT: None
A Flange type frame. 1.825" high overall interior sill flange.
TESTS: 5CRENVLAND METHOD OF ATTACKNT
INTERIOR WIND LOAD: 61.0 PSI; Sill : 3 -a1() x 1" PH SMS
EXTERIOR WINDLOAD: 61.0 PSF 'leader: 3-;`;`.10 x 1" PH SMS
WATER RESISTANCE : 11.70 PSF lambs : 6410 x 1" PH SMS
AIR INFILTRATION : 0.30 CMI /Ft
. FORCED ENTRY : 15657
LQ E:, Please see Note .# 11. page 3
.APPRS)YEDJ'OR ELEVATIONS UP "III: 35 FT. Above Existing Grade valid until December 31
1993 when a design pressure rating 40.7 p.s.f. shall apply.
This product must be re- evaluated for structural adequacy when installed within the Coastal
Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South Florida Building
Code.
Oil Diamond. P.E.
Product Control Division
Supervisor
first and second floors.
-3-
ItLVISED 6-20-92
NO'FICC OF ACCEPTANCE: S'iANDAIU) CONfI'IlQNS FS)It (ILAZL;l.1_MUDI1G_IB
1. For multiple window installations, approved mullion drawings and culculations must be
filed with Product Control.
2. 'Iltis acceptance will qualify smaller units of the same design and innterials its the
unit tested.
. 3.. L111_5. nita_inus.L_b_e lnhel r'iYin t e—nirtuufttc.titter_a_( tame ,_D.utic_.Couuty_._l'dvctuct
Control AVDrovnl Number. npvrpved elevation aus.l (lute of exuiuttivu.
4. Extension of Acceptance may be considered after a new upplicntiun I►ns been files(
and the supporting data, fo.r test reports Lees tlian four (4) ycnre old, l been i•o.
evaluated.
6. Any revision or change in materials, use or manufacture of the product shall
automatically be cause for termination, unless prior upprovul le grunted 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 - or for wood window units by ANSI /NWWDA I.S. 2 -87 and sliding
doors ANSI /NWWDA I.S. 3 -8 and swing doors ANSI /NWWDS I.S. 8 -88.
9. Swinging doors shall be tested for positive and negative wind pressures us per
Chapter 23 of the South Florida Building Code.
10. hardware for nil windows and doors shall conform to Security rind Forced Entry
Prevention, Chapter 36 of the South Florida Building Code.
The spacing of fasteners shall be as tested or 24" whichever ie leso.
11.
R
The C - - • ! : • :. a un of 6" from ea .1i coma and mullion
or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever Is
higher. No wood or plastic shields . or pine 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
Gil Diamond, P.C.
Product Control 'Division
Supervisor
4
SINGLE OPENINGS
1
SIZES #12,22,13,23,$33
MULTIPLE OPENINGS
s
I 1 I
SIZES 12/12,13113,22/22,23 /23
132/132,133/133
INSTALLATION•SCREW DETAILS
I 1
24/26, 25/25,SV26/26
(roR. E2e HIGH USE 4 JAMB & MULL SCREWS)
1
#32,33
A
#14,15,SV16,24,25
SV26,1/234,5 & 6
SEE NOTE -
NOTE: ALL SILL SCPEWS FAST BE SEALED.' All screws
MINIMUM SIZE SCREW TO BE # PLEASE CAULK BETWEEN HULLS
to be 6" from Corners.
Srews. Minn i.mum S i z e for 2nd. Floor to be 1/10
BUILDINGS OVER TWO FLOORS TO BE IN ACCORDANCE WITH SHOP DRAWINGS OR
ENGINEERING INSTRUCTIONS.
En•'ineerincl Deg.
F. -//la
2- 10 -93 Rev.II
1 ' 1
(i34,35,SV36
(FOR ALL 821 "HIGH®
USE 4 JAMB SCREWS)
I 1 1 1
34/34,35/35,SV36/36
(FOR 821" HIGH USE 4 JAMB & t.ULL SCREWS)
1