WINDOW/DOOR PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date
Legal Description
JobAddress . (// Tax Folio er • "'), , e'a'G- n i
Historically Designated: Yes No G"
Owner/Lessee / Tenant Z c 5 Master Permit #
Owner's Address Phone A 7,�V5%
Contracting Co.)( J) <' , h CA Address
Qualifier SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 91 ),-A -7. ; (2) � 'Y ` E? .r ° / '
Square Ft. Estimated Cost (value) • / e /C—t1
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 wor stated.
�a"r� aias IyC .• 4 -449 iet
Signature of owner and/or Condo President Date Signature of Contractor or Owner - Builder Date
Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder
My Commission Expires: My Commission Expires:
FEES: PERMIT4k RADON C.C.F.
4 ,0 PU ANOLAND ALTIERI - POLANCO
COMMISSION # CC 451726
l ii' I EXPIRES MAY 6,1999
BONDEDTHRU
OFF \- ' ATLANTIC BONDING CO., INC.
NOTARY BOND,
Date
APPROVED:
Zoning Building , Electrical
Mechanical Plumbing Engineering
February 25, 1997
Frank Lubien
10050 NE 2 Ave
Miami Shores 33138
Subject: Door Approval
Job: 420 NE 91St
Miami Springs
Owner -- Pagos
Dear Mr. Lubien,
The following is an update of our Dade County product approval on Sta - Tru
doors. As per your request from our conversation the three reports are attached.
The reports 1 & 2 shows the satisfactory acceptance of the Large Missile Impact
Test on page 2b and report 3 shows it on page 2c. The report 3 is under a newer format
from Dade and they have identified on page 2b that protective systems are not required
with this product -- all three have passed large missile test.
Products 1 & 2 are in the field today. Product 3 is a newer design and will be in
the field in 30 to 60 days.
Sincerely
STANLEY DOOR SYSTEMS
A Subsidiary of The Stanley Works, New Britain, Connecticut
1225 East Maple Road, Troy Michigan 48083
Tel: (810) 528 -1400
1 Acceptance No. 94- 0928.03 -- Expires 8/31/98 -- Sta -Tru Door with
Deadbolt Lock
2 Acceptance No. 94- 0928.04 -- Expires 8/31/98 -- Sta -Tru Door with
3 Point Lock
3 Acceptance No. 95- 0929.91 -- Expires 8/31/98 -- Sta -Tru Door
Impact
If any additional information is required, please contact me at 810 -740 -8272.
Nicholas Belanger
Sr. Mfg. Engineer
ENTRY DOORS • GARAGE DOORS • GARAGE DOOR OPENERS • GATE OPERATORS • RADIO CONTROLS
METROOADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130-1563
(306) 375.2901
FAX (305) 375-2908
Stanley Door Systems
1225 E. Maple
Troy,
Your application for Product Approval of:
Series Sta -Tru -Steel Cladding Foam Filled Swing Wood Door (Deadbolt Lock)
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
Applicant, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No.
MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 1 5, 1994
both signed and sealed by Ernest E. Mitchell, 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 may 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 -0928.03 (supersedes No.: 94 -0714.04)
Expires:08/31/98
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:11 /10/94 -1-
MI 48084
METROPOLITAN DADE COUNTY, FLORIDA
METRO -OAOE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
, P.E.
roduct Control Division
Supervisor
Director
Building Code Compliance Dec
Metropolitan Dade County
S an D or_Syitein
ASSIGNED ACCEPTANCE MARKINGS
Impact Test PA 201 -94
Cyclic Wind Pressure Test PA 203 -94
SFBC 3603.2 -76
Dade County Approval # 94- 0928.03
Series Sta -Tru; Steel Cladding with Flush Expires: August 31, 1998
or Embossed Paneled; Foam Filled Inswing
or Outswing Entrance Door (Deadbolt Lock)
DESCRIPTION OF UNIT
MODEL DESIGNATION;
ACCEPTANCE No.: 94- 0923.03
APPROVED : NOV 1 01094
EXPIRES : August 31_ 1998
►•
J .►
•di • •
OVERALL SIZE:
37 3/8" wide by 81 1/2" high 6" deep
CONFIGURATION ; X
No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick.
WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb head. An applied
dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid
base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60" long. One neoprene
pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2" closed cell urethane
foam/polyethylene jacket pad at bottom of lock jamb OR single row of vinyl flap with magnetic
strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb
stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter under bottom of door
panel consisting of a rigid base with a double flexible flap toward the interior edge and a flexible
bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb,
fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame
jamb.
OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4"
from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom,
key operated on the exterior and thumb turn knob on the interior. One slide bolt at the top and
bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on
swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges
located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb
with eight #9 x 5/8" long flat head screws and four #9 2 1/4" long flat head ws (Two in top
hinge, one in center and one in the bottom). Deadb t L j i�- r or equivJ ent.
-2-
Gil Diamond, P..E.
Product Control Division
Supervisor
;Stint' Door System ACCEPTANCE No.: 94- 4928.03
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
WEEPHOLES; None
MUNTINSz None
FRAME CONSTRUCTION; Header and jambs are 4 9/16" Ponderosa Pine or equivalent.
METAL SKIN THICKNESS; .018" steel skin.
THRESHOLD; Extruded aluminum 1 1/4" height x 6" width with thermal break.
REINFORCEMENT : None
ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum
threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10
by 2 1/2 "OR two #8 x 2" installation screws. The product markings are located on the hinge side
of the door at mid height OR at midspan of frame sill.
INSTALLATION OF JAMB AND STRIKE PLATES: Hinge side of jamb is installed with
four #8 x 3" long screws at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb
is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom.
Slide latch strike plates installed with two #8 x 2" screws. Throw bolt strike plate installed with
two #8 x 2" screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate
secured to frame using two No. 10 x 2 1/2" installation screws.
SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood
on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile.
Skins fastened to stiles and rails with neoprene base contact adhesive. Slab painted with grey or
white primer (thermoset waterborne acrylic). Core is polyurethane fill.
-2a-
APPROVED : NOV 1 0 1994
EXPIRES : August 31. 1998
1_/
Gil Diamond, P.
Supervisor
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+80.0 PSF
+53.33 PSF
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-105.0 PSF
-70.0 PSF
WATER RESISTANCE (PSF)
ASTM ES47/E331 `
6.50 PSF
+43.3 PSF
AIR INFILTRATION ® 1.57 PSF
ASTM E283 (<0.37 CFM/FT
0.09 CFM/FT
FORCED -ENTRY RESISTANCE (FER)
SFBC 3603.2 (b)
MTL -16201
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94 -
_
SATISFACTORY
MTL -16201
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+69.0 PSF
+53.08 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-91.0 PSF
_
-70.00 PSF
Design Pressure Rating (Positive)
+43.3 PSF
Design Pressure Rating (Negative)
-70.0 PSF
INSTALLATION;
Stanley Door System
SCREWS AND METHOD OF ATTACHMENT:
SILL : None
HEAD : None
Note: Please see note #11. Page 3
-2b-
ACCEPTANCE No.: 94- 0928.03
APPROVED
EXPIRES : August 31_ 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
NOV 1 01994
JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart.
OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart.
(4) #9 x 2 1/4" FH Wood screws at hinges.
A copy of this approval as well as manufacturer's installation instructions shall be provid to the
permit applicant by the manufacturer or his distributors and s for ins • do - at
the jobsite at all time.
Gil Diamond, P.E.
Supervisor
Product Control Division
Stanley Door System ACCEPTANCE No.: 94- 0928.03
TYPICAL ELEVATION;
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.3/1 TIP
81101 OR CABOOSCo
-2c-
APPROVED
1!S[ .o x r I 0 C 0 M 00p k 11 S JAmO
( maiml 1 CT10r) To T(O 2
mamma. a t s T ux_ nano.
This revision supersedes Notice of Acceptance No. 94- 0714.04 dat
it Diamond, P.E.
Supervisor
Product Control Division
IIpy 1 0 1994
EXPIRES : August 31. 1 998
This approval applies to single unit applications only, as shown above.
Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for
higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by
this Department.
Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6
points on each leg with 3" or equivalent fasteners.
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.
',199
•
1.
TICE OF ACCEPTAN
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, giving the manufacturer's name. Dade County Product Control
Approval Number. aooroved elevation and date of expiration.
4. Extension of Acceptance may be considered after a new app has been re re-evaluated.
filed and the
supporting data, for test reports less than four (4) years
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 or advertising
purposes.
8. Aluminum windows and sliding doors have been tested in accordance with ANSI/A MA
101 -33 or for wood window unit by AI SI NWWDA I.S. 2 -37 and sliding doors
ANSI/NWWDA I.S. 3 -3 and swing doors ANSI/NWWDA I.S. 3 -33.
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 m2-\imum of 6" from each corner and mu.:llion 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 size of screws shall be No. 3 for first
and second floor installations and No. 10 for all other floors above the first and second
floors.
Revised 5 -20 -92
-3-
•
il Diamond, P.E —
roduct Control Division '•
• Super?,isor
HURRICANE
CODE APPROVED
01994 The Stanley Works
HURRICANE"
DOOR SYSTEM
with Slide Bolt Kit!
Secured tbe door at the top and bottom of tbe jamb.
• Meets or exceeds regional, state,
county and local hurricane codes
when used in combination with
an approved lock handle and
deadbolt.
• Durable steel skins won't warp,
crack, peel or rot like wood and
provide greater strength and
security.
• CFC -FREE insulating core saves
money on fuel bills.
• Solid polished brass Slide Bolts
provide exceptional beauty and
durability.
• Slide Bolts feature fully
concealed screws for added
security.
• Easy to install — Simply follow
the illustrated instructions.
This Door System includes the Stanley Slide Bolt Kit. A Grade 2
Lock Handle and Deadbolt must be purchased separately.
The documentation enclosed in
this envelope must be left for th
homeowner. A building inspectc
will review these documents to
ensure the door meets local
hurricane code requirements anc
that it is properly installed.
This product complies with the
following standards:
• Air Infiltration
• Water Infiltration
• Impact Testing
• Uniform Static
Air Pressure Testing
(Positive and Negative)
• Cyclic Wind Pressure Loading • SFBC PA 203
( Positive and Negative)
• Forced Entry Testing SFBC 3603.24
Per ASCE 7-88
ASTM E283
ASTM E331[
SFBC PA 201
SFBC PA 202
IMPORTANT
La documentation contenida en est(
sobre debe entregarse al propietario
la casa. Un inspector de construccio
revisara estos documentos pars
asegurarse de que la puerta cumple
los requerimientos del reglamento k
sobre huracanes y de que hays quedz
instalada debidamente.
Este producto cumple con las
siguientes normas:
• Infiltration de aire • ASTM E283
• Infiltration de agua - ASTM E331/E
• Pruebas de impacto - SFBC PA 201-
• Prueba de presion - SFBC PA 202
de aire uniforme estatica
(positiva y negativa)
• Carga de preside de • SFBC PA 203 -'
viento ciclica
(positiva y negativa)
• Prueba de entrada forzada - SFBC 36032 (�
Segue ASCE 7-88
Printed in U.S.
METROOAOE
BUILDING CODE COMPUANCE DEPARTMENT
SURE 1803
METRO•OAOE FLAGLER BUILDING
1401 WEST FLAGLER STREET
PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 3:1304503
( 375 -2001
FAX (305) 375.2
Stanley Door Systems
1225 E. Maple
Troy,
MI 48084
Your application for Product Approval of:
Series Sta -Tru Steel Cladding Foam Filled Swing Wood Door (3 Point Lock)
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
Applicant, Stanley Door Systems along wills Miami Testing Laboratory, Inc test report No.
MTL 16202 dated: August 22, 1994 and test report No. MTL -15996 dated: March 21, 1994
both signed and sealed by Ernest E. Mitchell, 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 may 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.
METROPOLITAN DADE COUNTY. FLORIDA
METRO.DADE FLAGLER BUILDING
Acceptance No.: 94-0928.04 (supersedes No.: 94 -0714.05) L 7
, I Dta• •n•, P.E.
Expires:08/31 /98
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.
Director
Building Code Compliance Dept
Approved:11 /10/94 - Metropolitan Dade County
Stanley Door System ACCEPTANCE No.: 94- 0928.04
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS
Impact Test PA 201 -94
MODEL DESIGNATION: Cyclic Wind Pressure Test PA 203 -94
SFBC 3603.2 (b)
Series: Sta -Tru Steel Cladding with Flush Dade County Approval # 94- 0928.04
or Embossed Paneled; Foam Filled Expires: August 31, 1998
Inswing or Outswing Entrance Door (34oint Lock)
OVERALL SIZE;
37 3/8" wide by 81 1/2" high by 6" deep
CONFIGURATLON : X
No. & SIZE OF PANELS: One; 35 3/4" wide x 79" high x 1 11/16" thick.
WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb and the frame head.
An applied dual durometer vinyl weatherstrip adapter under bottom of door panel bottom sweep
consisting of a rigid base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60"
long. One neoprene pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2 "•
closed cell urethane foam/polyethylene jacket pad at bottom of lock jamb QB Single row of
vinyl flap with magnetic strip in frame head and the left (lock stile) frame jamb. Single row of
vinyl flap in right (jamb stile) frame jamb. An applied dual durometer vinyl weatherstrip adapter
under bottom of door panel consisting of a rigid base with a double flexible flap toward the
interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom
of left frame jamb, fabricated to fit frame. One 5/8" by 1 1 /2" long closed cell foam pad at
bottom of right frame jamb.
OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 29 1/2" or 34
3/4" from bottom, key operated on the exterior and thumb turn knob on the interior. One lever
handle at panel lock stile, 33 1/4" from bottom, operating concealed throw bolts, approximately
11" from each end. 1 1/2" pairs of 4" x 4" standard butt hinges at panel jamb stile on the interior,
one near each end and one at midspan or three standard butt hinges at 8 1/8 ", 39 1/8 ", and 70 1/8"
from bottom of door to bottom of hinge installed on frame jamb with eight #9 x 5/8" long flat
head screws and four #9 x 2 1/4" long flat head screws (Two in top hinge, one in center and one
at the bottom hinge). 3 Point Lock Set -G.U. Hardw I / , U . Trim sees 1000 or
equivalent.
-2-
APPROVED
EXPIRES : August 31. 1998
Gil Diamond, P.E
Product Control D ision
Supervisor
NOV 101994
Stanley Door System ACCEPTANCE No.: 94- 092104
WEEPHOLES; None
MUNTINS; None
REINFORCEMENT None
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
-2a-
APPROVED
•
•
NOV 1 01994
EXPIRES : August 31. 1998
FRAME CONSTRUCTION: Header and jambs are 4 9/16" Ponderosa Pine or equivalent.
THRESHOLD: 1 1/4" x 6" extruded aluminum with thermal break.
SLAB CONSTRUCTION; Entry door: 1- 11/16" thick. .018 steel skins. 1.219 width of wood
on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock. .938 thick hinge stile.
Skins fastened to stiles and rails with neoprene base contact adhesive. Slab painted with grey or
white primer. Core is polyurethane fill.
ADDITIONAL DESCRIPTION; Unit tested using an aluminum threshold with a thermal
break in the frame sill. Strike plate secured to frame using No. #8 by 2 1/2" or #8 x 2"
installation screws. Unit installed in a pressure treated wood buck. The product markings are
located at midspan of frame sill or on the hinge side of the door panel at mid height.
� ./ ii /. /LEI
Gil Diamond, P.E.
Supervisor
Product Control Division
TEST
TEST LOAD
DESIGN LOAD
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 POSITIVE
+75.0 PSF
+50.0 PSF
UNIFORM STATIC AIR PRESSURE TEST
SFBC PA 202 -94 NEGATIVE
-105.0 PSF
-70.0 PSF
WATER RESISTANCE (PSF) --
ASTM E547/E331
6.50 PSF
+43.33 PSF
AIR INFILTRATION @ 1.57 PSF
ASTM E283 (<0.37 CFM/FT
0.12 CFM/FT
FORCED -ENTRY RESISTANCE (FER)
SFBC 3603.2 (b)
MTL -16202
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
MTL -16202
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+69 PSF
+46.0 PSF
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-91.0 PSF
-60.67 PSF
Design Pressure Rating (Positive)
+43.33 PSF
Design Pressure Rating (Negative)
-70.0 PSF
INSTALLATION:
St_ inlet/ Door System
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
SCREWS AND METHOD OF ATTACHMENT;
SILL : None
HEAD : None
JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart.
OR #8 x 2" FH Woos screws at a max. of 6" from corners and 24" apart.
(4) #9 x 2 1/4" FH Wood screws at hinges.
Note: Please see note #11. Page 3
-2b-
ACCEPTANCE No.: 94- 0928.04
NOV 1 01994
APPROVED :
EXPIRES : August 31_ 199g
Gil Diamond, P.E.
Supervisor
Product Control Division
S i e1 Door System ACCEPTANCE No.: 94- 0928.04
TYPICAL ELEVATION:
APPROVED
EXPIRES : AuDLit 31.1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
A copy of this approval as well as 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 jobsite at all time.
T
2,•
n►.
�y7
-2c-
NOV 101994
USE .• X Y SCREVS
FOR NOUN TING 00QR JAM
(1'114' SECTION) TO 2•
NOMINAL Ous•Ouoc •) RE0•0.
(SUPPLIED n )
This approval applies to single unit applications only, as shown above.
Units with dimensions smaller than those shown above shall qualify under this approval.
Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at
least 6 points on each leg with 3" or equivalent fasteners.
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.
This revision supersedes Notice of Acceptance No. 94- 0714.05 dated August 29, 1994.
Gil Diamond, P.E.
Supervisor
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. giving the manufacturer's name. Dade County Product Control
Aooroval Number. aooroved elevation and date of exoiration.
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.
S. 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/A.AMLA
101 -33 or for wood window unit by ANSI/NWWDA I.S. 2 -37 and sliding doors
ANSIIN WV/DA I.S. 3 -3 and swing doors ANSI/N WDA I.S. 3 -33.
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 matiimum of 6" from each corner 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 size of screws shall be No. S for first
and second floor installations and No. 10 for all other floors above the first and second
floors.
Revised 5 -20 -92 .
-3-
it Diamond, P.E
roduct Control Division
• Supervisor
•
HURRICANE'
DOOR SYSTEM
with Multi-Point Lockset!
Locks the door at the top, middle and bottom of the jamb.
s.ree rr ni. rL..or
- Pewter
- Polished Brass
- Mute Poweelacom
- Sams Chrome
Look for this symbol:
HURRICANE
CODE APPROVED
STANLEY
• Meets or exceeds regional, state,
county and local hurricane
codes.
• Durable steel skins won't warp,
crack, peel or rot like wood and
provide greater strength and
security.
• CFC -FREE insulating core saves
money on fuel bills.
• Multi -Point Lockset — the latest
technology for greater protection
of your family and home.
• Single lever action operates all
locking points for safety,
convenience and ease of use.
• Lockset is easy to install — all
internal hardware is built right
in. Simply attach handles to the
door.
This Door System is prepped with the Stanley Multi-Point Lock System.
Lockset ?rim and Lever Kit must be purchased separately.
)1994 The Stanley works
r
The documentation enclosed in
this envelope must be left for the
homeowner. A building inspecto .
will review these documents to
ensure the door meets local
hurricane code requirements and
that it is properly installed.
. This product complies with the
following standards:
l
• Air Infiltration - ASTM E283
• Water Infiltration - ASTM E331 /E
• Impact Testing - SFBC PA 201-
• Uniform Static • SFBC PA 202 -
Air Pressure Testing
(Positive and Negative)
• Cyclic Wind Pressure Loading • SFBC PA 203 -
) Positive and Negative)
• Forced Entry Testing
•
Per ASCE 7-88
SFBC 3603.2(1
IMPORTANT
La documentacion contenida en este
sobre debe entregarse al propietario c
la rasa. Un inspector de construccio
revisara estos documentos para
asegurarse de que la puerta cumple c
los requerimientos del reglamento lc
sobre huracanes y de que haya queda
instalada debidamente.
Este producto cumple con las
siguientes normas:
• Infiltration de aire
. • Infiltration de agua
• Pmebas de impacto
• Prueba depr�on
de aire uniforme estatica
)positive y negativa)
• Carga de on de - SFBC PA 203-0
viento ci clica
(positiva y negativa)
• Prueba de entrada forzada - SFBC 36032 (t
Segue ASCE 7 -88
• ASTM E283
ASTM E331/E
•SFBC PA2014
- SFBC PA 202 -5
Printed in U.S-
NITRO -OAN!
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Stanley Door Systems
1225 E. Maple
Troy,
Expires:08/31/98
MI 48084
METROPOUTAN DADE COUNTY, FLORIDA
METRO -OADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1803
METRO OADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130 -1583
(305) 375-2901
FAX (305) 375 -2908
INTERNET: mdcc0l Oshadow.net
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 372.6339
Your application for Product Approval of:
Series "Sta - Tru" Out - Swinging Residential Insulated Steel Door (Impact)
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
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 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 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.:95- 0929.41 (Revises No.: 94 -0928.03)
Raul Rodfiguez
Product Control 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: 06/20/96 - 1 -
s + anger,
Director
Building Code Compliance Dept
Metropolitan Dade County
Stanley Door Systems ACCEPTANCE No.: 95- 0929.41
APPROVED
EXPIRES August 31. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
JU 2 0 1996
1. DESCRIPTION OF UNIT
1.1 This approves a residential insulated steel swing door designed to comply with the South Florida
Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as
determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the
Design Pressure Rating values in Section 7 and within the limitations contained in Section 3.
1.2 Model Designation Series "Sta -Tru" Out - Swinging Residential Insulated Steel Door.
(Impact)
1.3 Overall Size: 3' 1 -1/2" wide by 6' 8 -1/2" high x 4 -9/16" deep
1.4 Configuration : X
1.5 No. & Size of Panels,: The active door panel measures 2' 11 -3/4" wide by 6' 7" high.
2. MATERIAL CHARACTERISTICS
2.1 Frame and Sash Material; Ponderosa Pine frame. Door w /steel skins with polyurethane foam filled
core.
2.2 Glazing: None
2.3 Door Leaf Construction:
2.3.1 Door thickness: The door leaf is 1- 11/16" thick.
• 2.3.2 Face sheets: Flush or embossed, galvanized steel skins 0.018" thick;
Minimum Yield Strength: Fy = 44,000 psi.
2.3.3 Core Design: Foamed -in -place Elastopor P 1036 polyurethane produced by BASF
Wyandotte with a density ranging from 1.7 to 2.6 lb /ft'.
2.3.4 Construction: Flush type, skins fastened to stiles and rails with neoprene base contact
adhesive. Stiles shall be of Ponderosa Pine with a 1.64" by 1.22" section. Top rail shall be of
Ponderosa Pine with a 1.67" by 1.22" section. Bottom rail is of Ponderosa Pine with a 1.66" by
1.22" kerfed section.
2.3.5 Reinforcements: Ponderosa pine wood lock block 2.35" by 12" by 1.635" thick.
2.4 Frame Construction;
2.4.1 Type: Rabbet frame, 4 -1/2" by 1 -1/4" wood jambs and header.
2.4.2 Material : Ponderosa pine, finger jointed.
2.4.3 Construction: Butted corner construction and attached with three 3/8" x 1 -1/2" staples
per corner. Brick molding at jambs and header at exterior.
2.4.4 Threshold: A 3/4" to 1 -1/8" high x 5 3/8" wide combination wood/extruded aluminum
bumper threshold, kerfed for weatherstriping at the door sill.
2.4.5 Finish: Prime White.
2
Map el Perez, P.E. P1 • xaminer 11
Product Control Division
* ' $�aeley Door Syste ACCEPTANCE No.: 95- 0929.41
2.5 Hardware;
Qt Description;
2.5.1 1
2.6 Weatherstripping;
Qty, Description:
2.6.1 1 row
2.6.2 1 row
2.6.3 1 row
2.6.4 1 row
2.8 Muntins: None.
Schlage 100 Series dead bolt lock with
a 1" throw
2.5.2 1 Schlage "A" Series lockset knob type
night lock
2.5.3 Three 4" x 4" x .088" steel butt hinge, each
secured to door panel w /four #9 x 1"
FHWS and to frame jamb w /three #9 x
5/8" FHWS and one #9 x 2 -1/4" (top
hinge has two #9 x 2 -1/4 ")
Fabric covered foam
Vinyl bulb with a vinyl covered
magnetic strip
Vinyl bulb with flap
Door sweep vinyl bulb with flap at
interior edge & double flap at exterior
edge:
2.7 Sealant and Pads;
Caulk with Latex the exterior joints and under the threshold.
Oty, Description:
2.7.1 One 3/4" x 1 1/2" x 1/8" EPDM foam pad
2.7.2 One 1 3/16" x 1 7/16" x 1/2" EPDM foam
pad
2a -
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Location;
At 38" from bottom of door panel.
At 32-1/2" from bottom of door panel.
At 8 -1/2" from each end of door panel
and at midspan.
Location.,
At threshold.
At frame head and lock jamb.
At frame hinge jamb.
At bottom of door panel.
: JUN 2 0 1996
: August 31. 1998
•
Location.,
Lower frame corner at hinge
At bottom of lock jamb, at point where
magnetic strip ends.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10 "TYP. ELEVATION ".
3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 also qualify under this
approval.
3.3 No other configurations also covered by this approval.
3.4 For Design Pressure Rating, see Section 7, TESTS PERFORMED.
3.5 This door system does not comply with the means of egress requi ements.
/. <.
Man i el Perez, P.E. Plans
Product Control Division
iner II
• Stanley Door Systems
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4. INSTALLATION
4.1 Screws and Method of Attachment
4.1.1 Frame attachment to buck
SILL : Caulked as stated in Section 2.7.
HEAD : None
JAMBS : #8 x 3" FH SMS thru jambs into 2x buck, one at 4 -1/2" from top and bottom of each
jamb with the rest at 22 -1/2" o.c. max.
Additionally: One #9 x 2 -1/4" FH SMS thru each bottom and center hinge, two thru top hinge, into
hinge jamb. And two #8 x 2 -1/2" FH SMS thru each strike plates into lock jamb.
4.2 Limit shim space to a maximum of 1/4 ".
4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Record, and must be in
compliance with the South Florida Building Code.
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
5. 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 ".
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 door, mean roof height, length and width of building.
6.2 This approval revises Notice of Acceptance No. 94- 0928.03 dated November 10, 1994.
6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the
opening in which it is to be installed.
6.4 Note: The installation of this unit will not require a hurricane protective system.
- 2b -
ACCEPTANCE No.: 95- 0929.41
APPROVED : J111 2 0 1996
EXPIRES : August 31. 1998
Man Perez, P.E. Plans faminer 1I
Product Control Division
TEST
TEST LOADS
DESIGN LOADS
AIR INFILTRATION ® 1.57 PSF
SFBC PA 202 -94 (0.37" CFM/FT)
0.13 CFM/FT
MTL• 16519
UNIFORM STATIC PRESSURE DESIGN LOADS
ASTM E330 PA 202 -94 POSITIVE 30 Seconds
+56.7 PSF
MTL -16519
+56.7 PSF
MTL -16519
UNIFORM STATIC PRESSURE DESIGN LOADS
ASTM E330 PA 202 -94 NEGATIVE 30 Seconds
-70.0 PSF
MTL -16519
-70.0 PSF
MTL -16519
WATER RESISTANCE (PSF)
ASTM E547/E331 -
+8.5 PSF
MTL- 16519
+56.7 PSF
MTL -16519
UNIFORM STATIC PRESSURE FULL TEST LOAD
ASTM E330 PA 202 -94 POSITIVE 30 Seconds
+85.0 PSF
MTL -16519
+56.7 PSF
MTL -16519
UNIFORM STATIC PRESSURE FULL TEST LOAD
ASTM E330 PA 202.94 NEGATIVE 30 Seconds
-105.0 PSF
MTL -16519
-70.0 PSF
MTL -16519
FORCED -ENTRY RESISTANCE (FER)
SFBC 3603.2(bX5)
SATISFACTORY
MTL -16519
- ---- --
LARGE MISSILE IMPACT TEST
SFBC PA 201 -94
SATISFACTORY
MTL - 16519
--
-- ----
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 POSITIVE
+74.0 PSF
MTL -16519
+56.9 PSF
MTL -16519
CYCLIC WIND PRESSURE TEST
SFBC PA 203 -94 NEGATIVE
-91.0 PSF
MTL -16519
-70.0 PSF
MTL -16519
Design Pressure Rating (Positive)
I
+56.7 PSF
Design Pressure Rating (Negative)
'
. -70.0 PSF
•' ' Stanley Door Systems
7. TESTS PERFORMED:
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
- 2c -
RESULTS:
ACCEPTANCE No.: 95- 0929.41
APPROVED • JUN 2 0 1996
EXPIRES : August 31. 1998
M•• el Perez, P.E. Pla
Product Control Division
xaminer 11
Slinky Door Systems ACCEPTANCE No.: 95-0929.41
APPROVED : JUN 2 0 1996
EXPIRES : August 31. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test reports on: 1) Air Infiltration Test, per SFBC PA 202 -94.
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance, per ASTM F 588 -85
5) Large Missile Impact Test per SFBC, PA 201 -94.
6) Cyclic Wind Pressure Loading per SFBC, PA 203 -94.
along with installation diagram of residential insulated steel entrance doors , prepared by Miami
Testing Laboratory, Test Report No. MTL -16519 dated September 19, 1995, re- issued on
September 26, 1996, signed and sealed by David Gale Ober, P.E.
8.1.2 Test report on 20 min. Fire Endurance Test per ASTM E 152 -81 "Standard Methods of Fire
Tests of Door Assembly" prepared by Southwest Research Institute, Test Report SwRI No.
01- 6740 -704 dated February 17,1995.
8.2 Drawing:
8.2.1 Manufacturer's die drawings and door elevation.
8.3 Material Certification:
8.3.1 Tensile Test Report No. MTS 257417, prepared by Center For Applied engineering, Inc.,
dated 9/25/95, signed and sealed by R.G. Miller, P.E.
9. COMPARATIVE ANALYSIS: None
10. TYPICAL ELEVATION:
4 -3/4• TYP.
i --
24'
24•
4 3/4'
T
+ d
4==,
FLUSH OR EMBOSSED
'n
v
ANN
1
TYP.
TYP.
L
USE it X 3' St7ERS
FOR IGJ4T DG .we
(1•I/1 SERIO4) 2'
CH Sue -OUCX ) IED'0.
(APPLIED EY )
NOTE : IV�1r
1 II6T (P 1 001
-2d-
-
Mar Perez, P.E. Plansjaminer I I
Product Control Division
ley Door S items ACCEPTANCE No.: 95- 0929.41
APPROVED : JUN 2 0 1996
EXPIRES : August 31. 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
10.1 TYPICAL CROSS SECTIONS:
JAMB. HEADER
4 -9/18'
NAT'L: PQ SA PINE OR
EW I VALI NT .
191I000.D (OPTIONAL):
1-1/4' X 2.0'
N AT'L: PONDEROSA PINE
OR EDUIVAL T.
1EATNER- STRIP:
HEADER.
SRI
EATHERSTRIP: LATCH
BOTTOM SWEEP
HAT'L: DUAL
DUROMETER VINYL.
SEE HEADER
2e
2/6 • 31.500
2/8 • 33.500
2/10 • 35.500
3/0 • 37.500
2/6 • 33.500
2/8 • 37.500
2/10 • 39.900
3/0 • 41.500
SIE JER))
ICKICLD
WEATHERSTRIP: HINGE
Manue Perez, P.E. Plans aminer II
Product Control Division
T' % •nl v Door 01m
1
t4OTICE OF ACCEPTANCE STANDARD CONDITIONS
ACCEPTANCE No.: 95-0929.41
APPROVED : JUN 2 0 1996
EXPIRES : August 11_ 1991
1. Renee al of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation, including test supporting data, engineering documents, are no older than eight (1) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "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 tht
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 wrinen 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 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 times. The
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3.
Items 10.11 & 12 listed below only apply to glazed products and doors
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case
shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or
stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or
plastic shields or pins shall be used for anchoring.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 3 the South
Florida Building Code.
END OF THIS ACCEPTANCE
• 3 -
Man el Perez, P.E. Plans E finer 11
Product Control Division
Inspection Date: 06/28/2006
Inspector: Grande, Claudio
Owner: HOLMES, JUDITH
Job Address: 420 91 Street NE
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Tuesday, June 27, 2006
Miami Shores Village, FL 33138-
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number (305)342 -4733
Parcel Number 1132060190070
Lot:
Page 1 of 2
4%
Passed
/WY
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid
until
Inspection Date: 06/28/2006
Inspector: Grande, Claudio
Owner: HOLMES, JUDITH
Job Address: 420 91 Street NE
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Tuesday, June 27, 2006
Miami Shores Village, FL 33138-
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number (305)342 -4733
Parcel Number 1132060190070
Lot:
Page 1 of 2
Issue Date: 2/112006
Additional Information
Owner's Name: JUDITH HOLMES
Permit Type: Windows /Shutters
Work Classification: Window /Door Replacement
Job Address: 420 91 Street NE
Miami Shores Village, FL 33138-
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$3.00
$1.00
$5.00
$230.00
$9.00
$5.75
$253.75
Building Department File Copy
Applicant Signature
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 01127/2007
Contractor(s) Phone Primary Contractor
HOME OWNER
Yes
Comments:
REPLACING EXISTING WINDOWS WITH IMPACT RESISTANT WINDOWS
CASEMENT & HORIZONTAL SLIDERS.
Type of Work: WINDOWS No of Openings: 13
Additional Info:
Classification: Residential
In consideration of the issuance to me of this permit, I agree to perform the work
covered hereunder in compliance with all ordinances and regulations pertaining
thereto and in strict conformity with the plans, drawings, statements or specifications
submitted to the proper authorities of Miami Shores Village. In accepting this permit I
assume responsibility for all work done by either myself, my agent, servants, or
employes. I understand that separate permits are required for ELECTRICAL,
PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING
POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work
stated.
Parcel #:
Block:
Section:
Permit Status: APPROVED
Permit Number: WS -1 -06 -226
Phone: (305)762 -6030
1132060190070
Lot:
PB:
Total Square Feet: 0
Total Valuation: $ 5,000.00
Required Inspections
Window Door Attachment
Shutter Attachment
Final Shutters
Final
Invoice Number
WS
Total:
Amt Due mt Paid
$253.75
FEB 0 3 PAID
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
N 1 -- C Ps (-_-#
Z13 (04:3.
I Z !Z P
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building ff // rr
Owner's Name (Fee Simple Titleholder) .1(II 9-I'/ 1. 4-of tw5 Phone # — D3 "7 (a 30
(/I ,�I C r62- f-
Cit c5k)res State _ �L Zip 33/ 3 Y
'I'enant/Lessee Name Phone #
Owner's Address /
Job Address (where the work is being done)' /U /
City
Contractor's Company Name
Contractor's Address
City
Qualifier
Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO 1✓
State Certificate or Registration No.
Architect /Engineer's Name (if applicable)
Type of Work: ['Addition ❑Alteration
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical
$ Value of Work For this Permit
Describe Work: (a; a E r n r Q f\< (AJ .l d l9r vs
(.c„ 5e rv‘k. vt 1 a:4 r-f I , SI J CLQ rS
Code Enforcement $ Structural Plan Review. $
Master Permit No.
Plumbing Mechanical
Permit No.
Certificate of Competency No.
Phone #
Zip 33138
[New [`Repair /Replace
RECEIVED
JA 2 7 2006
Roofing
Square Footage Of Work: f_`-
❑ Demolition
W7 1 ✓Yl r 'F /Le S ; ` s-4-0-41+ (A) i hCfc2vS,
* * * * * * * * * * * * * * * * * * * * * ** * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ : _ Permit Fee $ � _- O CCF $ CO /CC
Notary $ S - CX). Training /Education Fee $ Technology Fee $ S • - 15
Scanning $ 12. Radon $ Zoning Bond $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement Hurst be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
! L :,........._
My Commission Expires:
Signature
ner or Agent Contractor
The f. regoing instrument was acknowledged before me this ;A' '! The foregoing instrument was acknowledged before me this_
day of J (' , 20C by � {l/ ��/ /� " " -j /� day of , 20 , by
who is personally known to me or who has produce 'iif�, / ^r 1' 1 who is personally known to me or who has produced
` "';?::::[./ As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBZLC_- NOTARY PUBLIC:
! ,
Sign: — _. .. Sign:
Print: f_ +1 , i * . � MY COMMISSION # DD 483995 I
Print:
My Commission Expires:
APPLICATION APPROVED BY: ! 7/� Q� Plans Examiner
Engineer
Zoning
chc 05/13/03
OWNER BUILDER DISCLOSURE .STATEMENT
I 1:1 d -h . I S being the legal property owner, for the property
Located at: ( -PO x q I - St- ee4 Atk v u- dIwreS i L. 331i 8'
Legally described as ,
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),nd I have read and understand the following disclosure
Statement, which entitles me to 3ork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
State law requires constriction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal Iicensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk Tlie foregoing instrument
Was acknowledged before me this
By . '/ 1/ ��lyIJ
!•
Produced /fr / ;1/
Owner
IP
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
DISCLOSURE STATEMENT
day of IR ,` 20 hQ
who is personally known to me or who has
as identification and who did take an oath.
( Notary`
MONICA USSETH DIAZ
ler • ! MY COMMISSION N OD 483995
-,. , EXPIRES: October 20, 2009
)X 5o,6z5
4 63 i
i 2or 5/
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ivory, osaiy.
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750 .— ?5
M1AMt•DA�DE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (
Yale Ogron Manufacturing Co., lne.
671 West 18 Street
1-11aleish, FL 33010
100•39Hd
MIAMI -DA.DE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE: 1 '� 6
u\Ns"
ac verm g thL'use of construction materials.
This NOA is being issued under the applicable rules and reg � g
The documentation submitted has been reviewed by Miami -Dade Coal ity Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHD_
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. 1' this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of s uch testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County ?roduct Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 1600 Impact View Aluminum Horizontal Sliding Window
APPROVAL DOCUMENT: Drawing No.W03 -104, titled "Series - L600 impact View Alum. Horiz. Sliding
WDW ", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11 /18/03 with revision "A" dated 01/23/04,
signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dar. ie County Product Control Approval stamp
with the Notice of Acceptance number and expiration date by the NEE 'Ili County Product Co>:t t )ivisi4� i • • • •
MISSILE IMPACT RATING: Large and Small Missile Impact
• • • • •
• •
.
LABELING: Bach un shall bear a permanent label with the manuf �cturer's name os k► :,•city, sta and •
following statement: "Miami -Dade County Product Control Approve 1 ", unless othervrise't1tlted herc ...
; • • • • ;
RENEWAL of this NOA shall be considered after a renewal applicedon has been fill *o•there�.at ;tn no .. .• .;.•.•. •
change in the applicable building code negatively affecting the perfot mance of this pruct • ••. • °°°°°° "
TERMINATION of this NOS, will occur after the expiration date 0 if there has been a ievtsion or change in • •
materials, use, and/or manufacture of the product or process. Misuse A this NOA as We're:mmcn1 oliny .....
product, for sales, advertising or any other purposes shall automatics:ly terminate thisNOA. • �dmply . •..
with any section of this NOA shall be cause for termination and rem(val of NOA. • • ... • •
ADVERTISEMEl�I')r: The NOA number preceded by the words l\ :iami - Dade County, Florida, ar,d fo? by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it steal]
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the tser by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of tl e Building Official.
This NOA consists of this page 1 and evidence pages .E 1 and E -2, a; well as approval document mentioned
above.
The submitted documentation was reviewed by Theodore Berman, P.E.
NOA Ne 03- 1203.02
Expiration Date: March 04. 2009
Approval Date: March 04, 2014
Page 1
Yid). 1.40?J d 9 1: 6 170, 61 AtiW
Yale Ogron Manufacturing Co.. Iuc.
NOTICE OF ACCEPTANCE: EVIDEN SUEMITTED
A. I AWINGS
1. Manufacturer's die drawings and sections_
2. Drawing No. W03 -104, titled "Series -1600 Impact Iiew Alum. Horiz. Sliding WDW."
sheets 1 through 5 of 5, prepared by Al Farooq Cor1L, dated 11/18/03 with revision "A"
dated 01/23/04, signed and sealed by Humayoun Fa-ooq,
TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC; TAS 202 - 94
3) Water Resistance Test, per FI C, TAS 202 -94
4) Large Missile Impact Test pe:• FBC, TAS 201 -94
5) Cyclic Wind Pressure Loadin per FBC, TAS 203 -94
6) Forced Entry Test, per FBC r 411 3.2.1 and TAS 202 -94
along with marked -up drawings and installatior; diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testi ng Laboratory, Inc., Test Report No.
FTL -3763, dated 05/03/03, signed and sealed l Joseph Chan, P.E,
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure ':'est, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per Fl3C, TAS 202 -94
4) Large Missile Impact Test pe FBC, TAS 201 -94
5) Cyclic Wind Pressure Loadirig per FBC, TAS 203 - 94
6) Forced Entry Test, per FBC 411 3.2.1 and TAS 202 - 94
along with marked -up drawings and installatio,r diagram .of an aluminum horizontal
sliding window, prepared by Fenestration Test'. ng Laboratory, Inc., Test RR.port No.
FTL -3791, dated 07/12/03, signed and sealed by Joseph Chai1, P.E. ' ••••
• .....
• . • •
•
L •
C. CALCULATIONS •.. •
•
Anchor Calculations, ASTM -E -1300 and testel per ASTM E -1�311,•prepared . .....
by Al- .
Farooq Corporation, dated 11/15/03, signed an. i sealed by Dr. Hum4oun Aarot , P.E' •• :• • •
Ut
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Offios (BCCO).
E. MATE • IAL CERTIFICATIONS
200
E.1
...
•
•
•.
•e
• •
.• ••
....••
• • • •.•
• • •
•
•••• •
• • • • •
1. Notice of Acceptance No. 01- 0205.02 issued t.) Solutia Inc. for "Sattex/Ke4psat
Maximum" dated 05/17/01, expiring on 05/2106.
2. Notice of Acceptance No. 03- 1223.04 issued to Sulface Specialties, Inc. for their
"Uvekol Liq. Resin" dated 02/05/04, expiring )n 02/05/09.
Theodore .Berman, ' P.E.
D Hputy Director, Product Control Divis on
NOA No 03- 1203.02
Expiration Date: March 04, 2009
Approval Date: March 04, 2004
:11 :11bA WOel d L 1 : 6 170, 61 At/14
••..••
•
•
•
• I••••
• •
••••••
Yale Ogron Manufacturing Co— Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED
F. •STATEMENTS
1. Statement letter of no financial interest, dated 11/15/03, signed by Hdmayoura
Farooq, P.E. (Notarized)
2. Statement letter of conformance, dated 11/15/03, signed and sealed by Humayoun
Farooq, P.E.
E00 ' 39dd
E - 3
•
•
• • •
•• •
••••••
•
••••••
••••
• •
••••
••••••
• •
•• ••
000000
• • •
• •
• •
• • •
•• •
••
• •
• ••
•
•
• •
•• •
.
• ..
• •
•
. •• •• •
•• •
• • •
• •
• ••
• • • • •
•••••
• • ••
••
• '•
.... ••••••
• •
••••
•
00000
•
• •
• • •
Theodore Berman, P.E.
D . puty Director, Product Control Division
NOA No 03- 1203.02
Expiration Date: March 04, 2009
Approval Date: March 04, 2004
311JA WO8d 8i:6 b0 , C I AdW
-3/19 AHtC. GLSS
.090' INTERIAYER
r YA7NAUSS
9Y S A
5, 1 3/16' ANN. GLASS
1I
901.9 '1NML
I r YH -622
GLASS TYPE 'A
SILICONE
009 CORNI0.G 1199
i6CC
SNEE MCREHFJID 5731
, i
mauwr (I WM
k
I�
L / g
GLASS TYPE '8'
�- -3 /t 6' ANN. GLASS
.100' INTERLAYER
I ��---- UYfXOL -1.0. REBIK
S 8Y SURFACE SPECIALTIES
. S ( f -3/16' ANN. GLOSS
S n
BULB V.\
r YH -627
SILICONE
DOW CORNING 1199
SCHNEE MOREHEAD 3731
1f FALSE KARNS
1SURFACE APPLFA;
LAY 8E LLMEC
TYPICAI FI FVATION
TESTOO wets
• •••
•• ••• • • • •
• •
• . • • • •
• • • • • • ••• • • • •
• • •
• • • • •
• . ••• • • • • • •• •
•
•
Nfft WIDTH
'XO, OX OR XX'
1 THESE IN009S ARE RATED FCR LARGE MSSILE IMPACT. 1
SHUTTERS ME NOT REQUIRED
SERIES -1800 IMPACT VIE)
ALLIMLVUM HORIZONTAL SLIDING WINDOW
CESIGIi '_OAO RATINGS FCR THESE WINDOWS TO BE AS PER
CHARTS SHC!1:N CAI SHEETS 2 & 3.
APPROVAL APPLIES TO S.!NGLE UNTS OR SIDE BY SCE COMBINATIONS
Or H.R./H.R. OR H.R. C'ATH OTHER WINDOW TYPES IN MOCULES -
OF TWO OR MORE WINDOWS US!SG APPROVED MULLIONS.
THIS PRODUCT IS DESTRJED TO COUPLY WITH IRE KW YEIOOfY NI,RRCANE
ZONE OF THE 2601 f1ORIDI 8Uk01NG CODE.
0i000 BUCKS BY OTH0H5, MUST BE ANCHORED PROPERLY TO TRANSFER
WADS TO THE STRUCTURE
ANCHORS SHALL 80 AS USTEO, SPACED AS SHOWN 03 DETAILS.
ANCHOR EMBEDMENT TC BASE MATERIAL SHALL 80 BEYOND WALL
DRESSING OR STLC.CO.
ANCHOR:NC CR LOA0.N0 CONDI:UIHS A'01 SHOWN IN THESE DETAILS
ARE 517 PART Cr 7105 APPROVAL.
f
1
c
N g
drawing . c.
IW03 -1
s�eet 1 of 5 11
DESIGN LOAD CAPACITY - Psr 1X(9: SIZES ;•
1SIN000 MS.
A
MACS 7Y086
7fIND0 DI98.
A
'A' 54 IT
WIDTH
401391
74'
670.(4)
Itl1.( -)
74'
2f .
7
BOA
140.0
105 -1 /4'
(3)
9
90.0
140.0
111'
1417.0
10
900 I 140.0
74'
3P-3/ 5'
7
90.0 140.0
106 -1/4'
(3 )
6
90.0 142.0
111'
10
90.0
140,0
74'
50 -5/8'
7
90.0
135.2
105 -
{4}
9
90.0
118.1
1
10
90.0
1 11.2
74'
63'
7
90.9
113.4
106 -1/4'
E
9
B0.0
92.0
111'
(B)
10
69.7
89,7
7
990
6
(70.0
140.0
8
24'
140.0
BOA
140.0
m
(2)
6
90.0 '. 140.0
0
9
903
140.0
72'
7
8
90.9
140.0
44'
36'
90.0
90.0
140.0
96'
(3)
8
90.0
'-4(.0
1176'
6
9
90.0
'45.0
72'
7
S
90.0
1 129.0
P4"
7
90.0
123.7
95'
P
90,0
: 23,4
108'
9
90.0
121.3
72'
96.1 I 86.1
5
90.0
104.7
64'
60'
7
60.0
102.2
95'
(6)
6
99.0
101.5
IDE'
9
80.1 97.6
00514094 LOAD CAFACI7Y - CSP (X00 St008)
1SIN000 MS.
A
CUSS TYPES
'A' S '8'
WIDTH
HMI
D0.(4)
so,( -)
74'
26 "
7
90.0
940.0
106 -1/4'
(3)
9
90.0
140.0
111'
10
80.0
1417.0
74'
38 -3 /6
7
900
140.0
106-1/4'
or
9
930 •
113.9
111'
10
90.0
109.7
74'
Ss-siP.
7
90.0
123.8
109 -1/4'
(4)
9
70.5
79.5
111'
10
75.4
75.4
74'
63'
7
90.0 99.4
105 -1 /4'
(5)
9
61.7 61.1
72"
6
90.0
146.0
84'
24'
7
990
140.0
98"
(2)
8
90.0
140.0
105'
0
90,0
140.6
7 2'
0
90.0
140.0
54'
58"
7
90.0
140.9
96'
(3)
■ 5
90.0
139.4
103'
9
910
124.1
72"
6
000
I 120.5
84'
49'
7
90.0
113.8
96'
(4)
P
80.0 1 96.0
195'
P
63.1 83.1
r - I 1, 'a
E
90.17 97.5
Be'
7
96.1 I 86.1
(5)
8
73.1 73.1
9
53.6 63.6
71191000 0089.
VADTN 1E13NT
A
26 -1/2' 3
37' 25' 4
53 -1 /O (3) 5
74" ]
28 -1 /9'
37" 39 -5 /13'
53 -1 /8' (3)
74'
96 -1/2'
37'
53 -1/8'
74"
26 -1/2'
37'
53 -1/8'
74"
14'
59'
45'
60'
TY
24'
38'
45'
60'
72"
24'
32'
4P'
9D'
72"
24'
39'
50 -5/8'
(
83"
(5)
24"
(2)
39
(3)
49
(4)
7
3
4
5
7
3
4
5
5
2
3
4
5
8
2 •.
4
6
2
3
01450 TYPOS
'A' & '8'
FYT,( INT.( -)
• 90.0 1 1400
900 140.0
917.0 140.0
90.0 140.0
5040 140,0
90.0 140.0
93.0 140.0
90.0 140.0
90.0 140.0
900
0040
9045
90.0
900
900
9040
900
140.0
140.0
198.6
90.0 1400
90.0 140.0
124.7
B28
90.0 140.0
93.0 740.0
03.0 1
90.0 140.0
5013 140.0
900 1400
90.0 140.0
90.0 74040
90.0 140,0
90.1.1 140.0
140.0
140.0
140.0
60.0 140.0
90.0
130.7
500 1 139.6
90.0 133.6
11t.1N4R MAD CAPACITY - PSP (99, Of 00 XX SUES
90.0 •28.0
60' • ' 5 03.0 I 122.0
72'
S 990 ' 102.2
A = N0. Cr' ANChMR5 PER HEAD & S1! L
(; a 440. OF ANCHORS PER JAAME
1E11 AND RIGHT VEA9S is BE OF 001141 GLASS
, XX'
, 4
I 1
O ?ERATO.0 VENT
'XOX'
•• ••• • • • • • ••
• • • • • • • • •
• • • • • • • • •
DLO N'IDTNF• • • • • • • ..• • •
• • • • • •
' X0 OR CY.' •• ••• •• • • • ••
A = 440. OF 83 PER HEAD & SPA
( ) 140. OF ANC14DRS PER JA1.09
• • • •• ••• •
• •
• • • • • • • • •
• • • • • • • • • . • • • • •
• • • • • • • • •• • • • •
• • • ....• a • •
•• • .•
• ••
• • • • •• • •
• • • • • • • •
• • • ••• •
• • • • • • • • • • •
• ••••• • • • • • • .
• • ••• •
(1/291) (1/4W7)
? 4
1
TO 9F 1/4 OF THE 1417100W ' 13TH
A e RD. 13f AF:0HORS PER HEAD & 9:L
(j 140. OF 41001065 PER ,(4516
(1 /36')
( /
00E8417940 VENTS 70 BE 1/3 00 THE 4AND09 WIDTH
XOX'
Env: 0c ?Y 'YAM
51R:0-4005
RA. In f 16257
'AN, .518
JAW 3 ( 1 200 4 1
drawing n0.
IW03 - 104 ;1
cCeet 2a
FROM YALE
Ti 1CA FSCSORS
SEE ELEV. MR SNOWS
W3
■
TYPICAL ANCSORE /
SEE ELEV.. FC4 SPAC:AC
ter
WOOD EL'CKS
1
• •
74E1AL STRLCTURES
;STEEL CR AWLS, 1 /8' NN. DHICK)
STEEL Fy = 36 :551 IL'H.
ALUM intim : 60E3 -TS 4u
• •••
•
•
•.••
_ •
•
• TYPICA'- A• CHIfltS T
• • • • SEi €1Ev. FCR :LCMG
• • • • • •
•. • • • • • •
•
••• •
•
• •
•
• • • ••• • •
•
••• • • • • • • •
• • • • • • • • • ••
• •• •• ••• ••• • •
••• •
• I_ 2a?
• k•04CA
• •
•• • •
gFonaod m talePLw>ER a o If:
NO )
WOOD BUCKS NOT BY YALE, IdUST SUSTAS4 LOADS
MPOSED BY GLAZING SYSTEM AMC TRANSFER THEM 1
I
TO THE BUILDING STRUCTURE.
TYPICAL AT'CHQRSI SEE EL^/ FOR SPAS:NS
TAPCONS BY 'ELCO TEXTRON'
MN) 28Y W000 BUCKS OR WOOD STRUCTURE
1 -3/8' MIN. PENETRAT70N :NTO WOOD
THRU 1BY BUCKS INTO CONC. OR AIASONRY
1 -1/4" FAIN. EMBED I+VTO CONC. OR AIASONP."
DIRECTLY INTO CONC. OR MASONRY
1 -4/4' LAIN. EMBED INTO CONC. OR MASONRY
1/4" TFKS CR SELF DRILIING ScRL131`S
INTO METAL STRUCTJRES (: /8" IN. YFc NNESS)
(1/4' MAX. SHIIA SPACE)
817 SIAS OR SFIF DPP LING SCREW$
INTO DADE COUNTY APPROVED MULLIONS
(NC SHIM SPACE)
SAIANTS;
FRAME AND VENT CORNERS AND INSTALLA110N SCRENS AT SILL
SEALED WITH WHITE/ALUMINUM COLCREO SiE4.RNT.
) EPROLES:
YA1 = 1 -5/8' 11 '. /4" WEEP:;OLES AT 12" FROIA EACH ENO
PATH PLASTIC BAFFLE
142 = 314' X 5/8' WEEPHOLE AT EACH END
1Y3 = 1-1/4' K 1/4' WEEPHOLES A 16 -1/2' FROM EACH END
Er r IR. HLYIAMUi F•1xCG
3PiFC1LF1 c
M fE A 1G'S67
333&
EAN;t?2A4
e ion
0 i44
( drawing na.'
6u03 - 104
(shatt 3of 5 )
Oi
)PG.
W10mm
EXTERIOR,
NIACOW WWTH
EXTERIOR
AINCOW A DTl
XQX LAYOUT
YEN: Win'
D.L. c G.
/ 4 • -u
•• • •�• • • • •• •
a • • • • • • • • • • •
• • • • ••• • • •
• • • • • • •
• • •••
• • ••• • • •
1 B
WOOD BIXXS • • e • • •
• •• • • • • • • ••
•. • • • • • • • • • • • •
• •
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STRL`CNRES
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C.A.H. _N6
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MIA10-0/10E COUNTY +l?•RMYED
MULLION
lYP1CAL ANCHORS
rSEE ELEV. PCB SPACING
417NCOW WIDTH
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Sum,Abr Wim&ywk, Inc.., 16760 N°W. 42^d'Av ,, M1.a4n FL 33055
Telephone! (305) 621 -4109 T (305) 621 -5976
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** L0®° 3Jtid iti101 **
FETAL S1RUCTURES
( STEEL OR ALUM. 4 //° rev. mr..19
STEEL : = 3fi tv.N.
ALL:m:TUas :
&5.'T5
BIJIL rNG CODE COMPLIANCE OFFICE (15CCO)
PROiitJCT CONTROL DW1STON
NOTICE OF ACCEPTANCE (NOA),
Yale Ogron Windows & Doors
671 West 18 Street
Hialeah, FL 33010
SCOPE:
MIAMI -DARE COUNTY, FLORIDA
METRO -OA DE FLAGLER BUILDING
Ise': !i ! j 140 WEST FL&(LERSTREET, SUITE 1603
MIAMI. FLO` 33130 -1563
� 137 ) -2909
This NOA is being issued under the applicable rules and regulations governing the use of constAtetion materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having jurisdiction (AM).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product Or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AH7 may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: lo +fixed w
APPROVAL DOCEM NT; Drawing No. W03 -39, titled " Impact View Aluminum Fixed Window ", sheets 1
through 4 of 4, prepared by manufacturer dated 06 -10 -03 and last revised on 01- 23 -04, signed and sealed by
Humayoun Farooq, P.)✓., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the lvliarni -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
••••
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nnu
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ey Mate ar[tl • • • •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
•
•• •
RENEWAL of this NOA shall be considered after a renewal application has been filed andit i fie has betn'no•
change in the applicable building code negatively affecting the perforrance of this product. • • • •
TERMINATION of this NOA will occur after the expiration date or if there has been a revisio change iri t fie
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotsel1et t of an/ ..•••
product, for sales, advertising or any other purposes shall automatically terminate this NOA. 'ailu to co -npLu
with any section of this NOA shall be cause for termination and removal of NOA. • • • • •• • • •
•• • • y •
ADVERTISEMENT: The NOA number preceded by the words lviiari -Dade County, Florida, and followed
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspe tion at the job site at the ;request of the Building Official.
This NOA consists of this page/ and evidence pages El and E2, as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.L.
NOA No 03- 0710.01
Expiration, Date; March 04, 2009
Approval Date: March 04, 2004
Page 1
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Elsie Arun Manufacturing Co.. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. - DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W03 -39, titled " Impact View Alulninc.m Fixed Window ", sheets 1 through
4 of 4, prepared by manufacturer dated 06-10-03 and last revised on 01- 23 -04; signed and
sealed by Humayoun Farooq,
B.
TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Aix Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked - up drawings and installation diagram of aluminum fixed windows,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM dated
March 31, 2003, signed and sealed by Joseph Chan, P,E.
2. Test reports on 1) Air Infiltration 'Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Tes:, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 - 94
4) Large Missile impact Test per F:SC, 201 - 94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
Along with marked -up drawings and installation diagram of aluminum fixed windows,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3533, dated
March 31,2003, signed and sealed by Joseph Chan, P.E.
C. CALCULATIONS
1. Anchor Calculations, AS "TM-E1300.98, and structural analysis, prepared by A1- Farooq
Corporation, dated 06- 10 -03, signed and sealed by I- unayoun Farooq, P.E. -, • • • •
2. Revised Calculations and structural analysis, prepared by A1- Farooq Corporation, dated. • • • • • •
01- 23 -04, signed and sealed by Hurayoun Farooq, P.E. • • • • •
1.111.
1111.. •
E, QUALITY ASSURANCE
1. Miami -bade County Building Code Compliance Office
E -Y
• •
D. MATERIAL CERTIF'ICAT'IONS
1. Notice of Acceptance No. 02-0429.06 issued to UCB Chemical Corporation.t' 'Uvekecr • • •
•
a Laminate Glass Component ", expiring on 02/08/04. •••• • • •
2. Notice of Acceptance No. 010205.02 issued to Solutia Inc. for "Saflex. / Ke i • • • • •• •
Maximum", expiring on 05/21/06. ......
•
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• • •
• •
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•• •
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 03- 0710.01
Expiration Date: March 04, 2009
Approval Date: March 04, 2004
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MPACT VIEW ALUMINUAI FIXED WINDOW
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YALE °CRON MFG. CO. INC.
671 WEST 18TH T.
HIALEAH, FL 33010-24.80
re.. Dow e7264 ti FAX (300) 1463-1307
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ENGINEERS, PLANNERS It MOULT DEsiDN
MIAMI, FLORIDA 33174 I238 SW 87 Mt
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a. 28.4..:5100 rAX.. 309) 262-69713
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MEAL STRUCTURES
(STEEL CR 1LUM_ I /9" 7eFt 710011
STEEL : FY a .•.e 151 16:1
4.111JINUTA 6087 —r3 AIIN.
TfFICTL ANCHORS
r3E- ELM. FOR SPACWC
TYPICAL ViCHGR3
SEE ELEV. FOR 52.TCIKC
1 H OR 2SY ELL OPG.
•ACCC SUCK"
DACE .GLNTY PPPR.D MUWOH
SEE SEPARATE AOA
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WOOD BUCKS NOT 3Y YALE OCIRON. MUST SUSTAIN LOADS
■ IMPOSED BY GLAZING SYSTEM AHD TRANSFER THEM TO 1
THE BUILDING STRUCTURE. • • • •
• • •
• ____L A LVW,]R9• SPE ltEkf.•L.R SPAC1R
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INTO 113IT WOOD Bi)CKS•OR *JO's S1t6C!UPs •
1-3/8' MIN. PENETRATION VITO WOOD
3/16" TAPC1 N (3.Co ThxmON)
INTO 23Y WOOD BUCKS OR WOOD STRJCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 'BY MOO BUCKS INTO MASONRY OR DIRECTLY INTO M ASONRY
I -I /4' MIN. EARED INTO Masa:aiY
DIRECTLY INTO MASONRY
I - I /4' MIN. EM3E0 INTO MASONRY
012 DRILL FI FX OR S'OTF ORILUNG SCREWS
INTO METAL STRUCTURES (1/3' M1N. THICKNESS)
0l) SM$
INTO APPROVED MULLIONS 010 SHIM SPAC_)
TYACAL ANCHORS
SEE EL'-•. FOR :PACO:07
4
drov,hta no.
1 W03 -39
(sheet 3 of 4 1
. 1 2a1e.Ogron Manufacturinm Co.. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, dated 06.10 -03, signed and sealed by Iumayoun
Farooq, P,F.
2. Statement letter of no financial interest, dated 06- 10 -03, signed & sealed by Humayoun
Farooq, P.E.
3. Laboratory compliance letter, as part of the above referenced test reports, issued by
Fenestration Testing Laboratory, Inc, FTL -3553, elated 04- 09 -03.
4. Laboratory compliance letter, as part of the above referenced test reports, issued by
Fenestration Testing Laboratory, Inc, TM-3467, dated 04- 11 -03.
G. OTHER
1. Letter from the consultant stating that the product is in compliance with Florida Building
Code (FBC).
E. -2
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Theodore Berman, P.E.
Deputy Director, Product Control )Division
NOA No 03- 0710.01
Expiration Date: March 04, 2009
Approval Date: March 04, 2004
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S'1OWN 1N OOTTIEO UN_S AND OBTAINING ALLOWABLE LOADS FROM ROSE SHAPES.
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IMPACT VIEW ALUMINUM FIXED WINDOW
DESIGN LOAD RATING FOR TH WINDOWS 70 BE AS PER
CHARTS SHOWN ON SHE 2.
THESE WINDOWS ARE RATED FOR URGE MISSILE IMPACT
SHUTTERS ARE :JOT REOUIREO.
APPROVAL APPLIES TO SINGLE ON /TS OR SIDE BY SIDE COMBINATIONS
OF FIXED/FIXED OR FIXED WIN OTHER WINDOW TYPES IN MODULES
OF TWO OR .VARE WINDOWS LSING APPROVED MULUOPIS.
IRIS PRODUCT IS DEESGSEB 10 CCMPL? 74119 THE HIGH VD_OGTY HURRICANE
201E Of THE 2001 1LORIOA BUIG7NG CODE.
W000 BUCKS BY OTHER'S. MUST SE ANCHORED PROPERLY TO TRANSFER
LOADS 10 THE STRUCTURE
ANCHORS SHALL 0E AS L SPACED AS SHOWN ON O-= FA.1S.
A.NCiIOR EMBEDMENT TO BASE M.ATc LSL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOA0 CO1DIT.OITS NOT 511099 IN THESE '3ErAILS
ARE NOT FIAT!' OF THIS APPROVAL.
JAN 3 r, 2004
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671 WEST 18111 SI
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AL—FAROOQ CORP °RAYON
ENGINEERS, PLANNFAS & PRODUCT DESIGN
123S SW 87 AVE
FLORIDA 33974
TEL (3062 2•4-8 FAX. (M)
MIIP-ANI,\WO:
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PROINCT Corgram NOT A
Yaffe Ogres Manttfaeturlag Co.,
671 Want 1s. Street
ACCEPTANCE N'O.: U,1
RO V.11 D4.1U/2St2001
07
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V,5- t i C 12 $
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The expense of such testing Ala be incurred by the manufacturer.
1NG CODE.& PRO CT REVIEW CO EE
ltA
jjle'i;'11Hi/T�J:7 -DAi E COUNTY, FLORIDA ` �� /
:4 1RU DARE FLAMER 17�1NG
DING CODE COMPLIANCE OmCE
METRO-DADS FLAMER BUILDING
140 WEST PLAGLER STREET, KATE 1603
MIAMI, FLORIDA 33130 - 1563
(305) 375.2901 MX 005) 3754908
CoNTItACFOR LICEN$1 G sECrION
(305) 3752527 PAX (305) 3744558
CoN RALTORMORCEMENT DIVISION
(305)3'154966 FAX (305) 375 - 2908
PRODUCT CONTROL DIVISION
(305) 3752902 FAX (305) 3124339
Your applination for Notiee of Ae o ni a (NOA) of
Series 140D y Ahiminnin Casement Window - Impact Resistant
Construction; ,�, T' . of ,a 'r,. G 'r tui' 1 . c' I ,.v1 gove L ad ? 'O LD use of Al Materials and Types of
C ut and completely des m herein, has been teen n n n n a e e for a tl*lVfiami-Dade acceptance
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NCA shtt1 not be valid after the expiration date stated below. BCCO reserves the right to secure this
product 'or material at any time from a jc bsite or manufacturer's plant for quality control testing. If this
prat or materiel Jas to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or mated immediately. BCCO reserves" the right to resvoke this approval, if it is
deed by BCCO t this product or material fails to meet the requirements of the South Florida
Buildint Code.
PAGES FOR SPECIFIC D
Raul Rodriguez
Chief Product Control Division
1 ;61 • ." Sil:'Jt9 0 0
3•
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Re v eW Committee to be used in Miami - Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, ILA.
Director
Miami -Dade County
Building Code Compliance Office
\4r04S00O tl ettleettemplaie5litedee as pmnce cover pagc drt -
Internet me address: p stmaster bu1Idtngeedew1 ne.cam flomepagee bttp : / /wWw.buildiageodeouline.eom
r ale., Orem .1 eomfa Co, Ine. ACCEPTANCE No.: 01-0 114.07
APPROVED °culls' 25, 21101,
NOTICE .4,CCpA'TANCE: SPECIE' C4NDrITONS
1. SCOPE
1.1. This approves an aluminum casement window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida ptiilding Code, 1994 Edition for l iami-
Dade County, for the locations where the pressure requirements, as determined by S1 BC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRINIGN
2.1 The Sew "1480" out w1ng Aluminum Casement Window and its components shall be
card in strict compliance with the following documents: Drawing No. W01-52, Sheets 1
throes 5 of 5, titled "Series -1400 Alum suun Casement 'Window," prepared by Al Farooq
Corporations, dated fi /01/01 and last revised on 09-14-01, signed and sealed by Humayoun Farooq,
P.E., bearing the 14. ,,*-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami Dade County P oduct Control Division. These
doh slug hinektuder be rued to as the approved drawings.
3. MUTATIONS
3.1 This approval applies to single unit applications, as shown in the approved drawings.
3.2 For Design Possum Ruin va. Window Size, see Comparative Analysis 'Tables in approved
4. IaNSTA>.ATJlON
4.1 The aboisinorn easement window and its components shall be installed in strict compliance with the
approved drawings. r.
4.2 Hurricane protection system . (shutters): the installation of this unit oat reoulre a hurricane
protection system.
5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo city, state and
following statement: "Miami-Dade County Product Control Approved ".
6. BUILDING 11 " ,. t` , .$ -
6.1 Application for building fns. shall be accompanied by copies of the following:
6.1.1 This Ice of Acceptance.
6.1.2 The Notice &Acceptance of applicable mullion at the astragal location
6.1.3 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
instaliatien.
6.1.4 Any other dacnmants required by'the Building official or the South Florida Building
Code (SW) in order to properly evaluate the installation of this system.
Lshaq L hands, P.E. Product Control Examiner
Product Control Division
2
EXPIRES
•
•
October 252006
Inc
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documents, including test-supporting data, ering documents, are no
older than eight (8) years.
2. Any and all approved products shell be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami-Dade County Product Control Approver, or as
specifically stated in the : 0 conditions of this Acceptance.
3. Re s 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 suet product (identical) a the one o4nally approved.
c. If the Aeceptance 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, andior mamfacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through. the Sting of a revision application with appropriate fee) and granted by this
office.
Awe
OL
CO.4,11L. 0_01;2
OF
E:
ACCEPTANCE No.: 01-0814.01
APPROVED °deka'. 2S. 2001
EXPIRES : Oetoker 25. 2006
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of dais 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 Mceptance 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 sliail be available for
inspection at the job site at all time. The engineer need not reseal the copies.
8. Faihre to comply with any section of this Acceptance shall be cause for termination and removal of
9. This Notice of Acceptance consists &pages 1,2 and this last page 3.
EN'D OF THIS ACCEPTANCE
tSAteel
Ishaq I. Chanda, P.E. Product Coraxol Examiner
Product Control Division
3
d r t � r ! w � u I r m a , a
tr
6" MX. 1W.
74 i/e 014
do psobuto DESIGN
FAX, (4tT6) 212-49
0 • • • • 0 • •
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TYPICAL ANCROBS,I SEE aEV. FOR SPACNO
1/4TH
IMO WOOD BUCKS OR WOOD 3ThUC UI E
1 -3/3° MIN. PENETRATION INTO WOOD
s FIRU WOOD SUMS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' .1IN. EMBED INTO CONC. OR MASONRY
INTO METAL STRUCTURES (7/8 1.0L 7rHIC14NESS)
OR ALUMINUM MULLIONS (HOLDING A VALID AIQA.)
FRAME CORNERS r7CTERIOR SEAMS SEALED MN SILICONE
1 104 AND FRAME CORNERS SEALED WYIH SE#
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4
s
KFOADE
BUILDING CODE COMPLIANCE OFFICE (r
PRODUCT CONTROL DI ViSIONt
NOTICE OF ACCEPTANCE
Yale Ogrot Co -, Inc,
671 West 18 Street
Hialeah, FL 33010
SCOPE:
This NOA is being issued under the appl cable s ; to . ulatio I s governi the use of cons
The documentation submitted has been r ,. -.. _,s;,. ,,, ! ,,. � . . _ u
by the Board of Rules and Appeals (BORA) to be used in Miami Dade Coup and o �ucttan mater accepted
aunty Product Control Division and accepted
the Authority Having Jurisdiction (AHJ), tY other areas where allowed by
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County P
Division (In Miami Dade Coup ty redact Control
County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality
the accepted manner the _ ty assurance purposes, If this product or material fails to perform in
revoke, modify, or suspend the use a ar mat n�] ���� �e an the
S OR may immh r t
Miami -Dade County n od rjuns n t ro l n, $0>� a eserves the c igh
to revoke this acceptance, if it is determined by
material fails to meet the requirements of the applicable building codeuct Control Division that this product or
This product is approved as described herein, and has been designed to l
Zone of the Florida Building Code. compy with the High Veloci tY Hurricane
DESCRIPTION: Aluminum Tube Mullion - Impact
APPROVAL DOCUMENT: Drawing No M95 -06A, dated 11/20/95, with revision A dated 06/24/02
l
"Aluminum Tube Mullions ", sheets 1 through 4, prepared by AI- Farooq Corporation, signed and sealed by
Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, eity,.state an d
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
h
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bee
change in the applicable. building code negatively affecting the performance of this product. n no
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or char
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement army
y In the
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to corn !
with any section of this NOA shall be cause for termination and removal of NOA P Y
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, and followed w
the expiration date may be displayed in advertising literature. If an n s by
be done in its entirety, y portion of the NOA is displayed, then it shall
'INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its di
and shall be available for inspection at the job site at the request of the Building Official. stnbutors
This NOA revises NOA # 01- I244.02 and consists of this a
The submitted documentation was reviewed by Manuel Perez, p welt as approval document mentioned above,
L \V7
MIAMI -DADE COUNTY, FLOR
METRO -DADE FLAOLER BUILD!
140 %VEST FLACLER STREET, SUITE it
MIAMI, FLORIDA 33130 -1!
(305) 375 -2001 FAX (305) 375 -2S
In06•12.6
NOA No 02- 0227.01
Expiration Date: December 28, 2006
Approval Date: August 8, 2002
Pare 1
4
kale Otrron Manufacturer C:o.
ACCEPTANCE No.: 01- 0607.02
APPROVED AUG 0 9 2001
EXPIRES : epte 17 2 06
NOTICE OF CCF, TANCE: SPECIFIC ONDITIONS .
L SCOPE
1.1 This renews the Notice of Acceptance No. 98- 0317.08, which was issued on September 17, 1998.
It approves an aluminum awning window, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 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
2.1 The Series 800 Aluminum Awning Window and its components shall be constructed in strict
compliance with thc following documents: Drawing No W98 -21, Sheets 1 through 4 of 4, titled "
Series-800 Aluminum Awning Window," prepared by Al Farooq Corporation, dated 03/03/98, with
revision B dated 5/31/01, signed and scaled by Humayoun Farooq, P.E., bearing the Miami -Dade
County Product Control ap aroval stamp 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
3.1 This approval applies to single unit applications, as shown approved drawings.
4. INSTALLATION
4.1 The aluminum awning window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): thc installation of this unit it require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIRE(VIENTS
6.1 Application for building permit shalt 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 r by the Building Official or the South Florida Building Code
(SFI3C) in order to properly evaluate the installation of this system.
Man I Perez, P.E. Product ontrol . i uncr
Prod ontrol Division
•
.750 Lt25--
MULLION CLIP (YE -651 (eo53-T6]
(ALT: 70 ANGLES)
CUP LENGTHS 1.1LIST BE CUT TO FIT SNUG
INTO METE MULLIONS.
1.266
MULLION CLIP (6083 -T5)
(ALT_ 70 ANGLES)
CUP LENGTHS HOST SE OtJI TO FR SIA.IC
1:'if0 TUBE 1tULUDNS.
L6E3
M(JLLIOU CLAP (sola -TS}
CUP LENGTHS MUST RE CUT To FIT SNUG
two WOE 1.[ULUONS_
(MO MOE F 51ENERS REOO.}
•
i
• MULLION LIP (600.1--rs)
CUP LENGTHS uuST GE CUT TO FIT SNUG
INTO TUB MULLIONS_
(HO SEM FASTEHE.RS R£asD.)
.125
1.728
L613
21000
L U _
&' .LE CLIP ( 6963-75)
FV STRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
STEP 5
STFP
6.000
DETFRETINE DESIGN LOAD REOIRItCO PER ASCE 7
FOR PARTIWLAR OPENING_
USE iVAE COUCiTY APFROVEO GLAZING PRODUCTS MEEDNO
ABOVE LOAD RECUT/MAWS.
USE GONNEECTTON TO MILLION AS PER PADDLIGT
APPROVAL
SPECIFY WXlMUL1 SKO: SP+tCING_
USING GRAPHS ON SHUT 2 SELECT ULJWON SIZE W11F4
OESEGN RATING MORE THAN OESIC+I LOBO SPEQFJED
011 STEP 1 A8O4E.
USING ANCHOR TYPES ON SHEET AND ANCHOR GRAPHS
f? ON SHEET 3, SEISM' AN CHOR TYPE WITH DESIGtt RATING
MORE THAN THE DESIGN LOADS SPECIFT:0 IN STEP 1 AsCriL
3----- -2.000
TYPJCAL.
WINDOW FRAME
TYPICAL
GLAZING PRaILIIT
LAULLIONS C96v.A,'NIWG TYPICAL, GLAZING PRODUCTS
HORIZONTAL OR V
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AJ:O SPA HG
1.000
1
RECTANGULAR ALUMINUM TUBE MULLION
us IN h4ULLiOttir PROPERTIES O NI Y
MULLION SYSTEM IS RATED FOR LARGE AiiSSILE INSP/.CT_
AHD CAN BE USE° WITH M.L. L1t1 (I -DARE: COUNTY APpROVEO'
IMPACT AND NON - IMPACT RESTS PRODUCTS.
N TES;
t. ALL GLAZING PRO¢CICTS USED WITH THESE 1dJWONS MUST
*DIET THE APPLICABLE DARE OQUNTY REOU RE1JEHTS
LE. W1110 LOAD, UR de WATER INT]LTRATION, FORCED EMRY
RESISTANCE. - SAFEGUARDS ETC -
2_ /JICHOR ElUBI:OStEtrf TO BAS= MATERW. S1-IALL BE DEYOND
WA!.L COvERWG (STUCCO. TILE ETC)
3. AnY CONDEMNS HOT COVERED IH THIS StletAITTAL SUBJECT
TO SEPARATE ENGINEERING RfY.E1S.
4. 131. MULLIONS TO BE ALLOY 6063-T&
Approved u coin p1}i g with ht
Florida ilafd;as Code
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