489 NE 101 StMIAMI SHORES VILLAGE
BUILDI 4G DyPARTMENT
305- 795 -2204
Bui ding Inspection Request // 4 - 11°/6X
Date ° I 1146 /
Type Insp'nKn
etO W naci.0 C?Act clars
Permit No. L� 64 - �� 7
Name Ui ( fit
Address ME; E- S I
Company Son f LL)('Yk W s
Phone # 7 ) Q5 -(09/ y/y9
Inspection Date
Approved
Correction
Re- Insp'n Fee
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -867
Printed: 7/1/2004
Applicant: DIRK GROENENBERG
Owner: GROENENBERG DIRK
JOB ADDRESS: 489 NE 101 ST
Contractor SUN AIR WINDOWS & INSTALLATION INC Contractor's Address: 16760 NW 42 AVE
Local Phone: 305 - 621 -4149
Parcel # 1132060170690
Building Permit
Legal Description: AMD PL OF MIAMI SHORES SEC 4 LOT 24 & E3/4 OF LOT 23 BLK 91 PB
Fees: Description Amount
FEE2004 -6558 Building Fee $200.00
FEE2004 -6559 CCF $7.80
FEE2004 -6560 Training and Education Fee $2.60
FEE2004 -6561 Technology Fee $5.00
FEE2004 -6562 Scanning Fee $21.00
Total Fees: $236.40
Total Fees: $26.4
fl .o
Total Receir ts: 0.00
Permit Status: APPROVED Permit Expiration: 12/20/2004 Construction Value: $13,000.00
-Work: NEW IMPACT WINDOWS AND DOORS
Page 1 of 1
tilszgrao
Signed: (INSPECTOR)
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING DEPARTMENT
10050 N.E. SECOND AVENUE
MIAMI SHORES, FLORIDA 33138 -2382
TELEPHONE: (305) 795 -2204
FAX: (305) 756 -8972
GENERAL INFORMATION
• HAVE PERMIT CARD & APPROVED PLANS ON
SI'Z'E
• PLEASE CALL FOR ALL INSPECTIONS AT
(305)795 -2204 Leave a message in our voice
ALL PERMITS REQUIRE INSPECTIONS
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. .5/%t° v 7 `� � 7 FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
/ I
1. Legal description property and t��a�idress: /Po p�. a / I),I4' )/ ,g t b,S $FC_
of
T A //4 bF Lo7 84K '1 S/ ' o " //S
2:1211/1M/P7AMIRV
2. Description of improvement:
3. Owner(s) name and address:
Interest in property: O161/.S
Name and address of fee simple titleholder:
4. Contractor's name and address: 9
Co
a
C
try
� tat65160iftariiyy a true .. i
.filed in this off;
f,?
cn
5. Surety: (Payment bond required by ownerffro
Name and address:
Amount of bond $
6. Lender's name and address:
9. Expir
ign- ure of Owner
Print Owner's Name
Sworn to and sti
Notary Public
Print Notary's Na
My commission e .fires:
123.01 -52 PAGE 4 8/02
p rig
111111111111111111111111111111111111111111111
CFN 2OOJ4fRO651593
OR Bk 22532 Ps 4015; (ips)
RECORDED 08/02/2004 11:34 :23
HARVEY RUVIN? CLERK OF COURT
MIAMI -DADE COUNTY? FLORIDA
LAST PAGE
Tfl MgLtf C�i4iQlS -- s g* 9S gL?' r/14-
do
ere
1
t 1
1A ; -14-f
is '7
LA COT V..i 17w"T
n ,A111111.41110
7. Persons within the state of Florida designated by 0 ner hom notices or other documents may be•served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
}-
•
ecifi-d)
000G N
before me this 1 day of j i IC.( , 20 OtA
f14C1RthtC'1fpo&lig4(? du5•
Prepared by P \O CRT Q
Address:
Ltri nl C. IP sr
f11( -►1 s eek c s , FL
13 �'
rEr EIIlED
JUN 2 3 20Q4
BUILDING
PERMIT APPLICATION
FBC 2001
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Electrical Plumbing
Owner's Name (Fee Simple Titleholder)9 Mt Z__ (Jerks
Owner's Address 0? Aig /0/s% Sr.
Citym/r/// giloAoes State /
Permit Type (circle):
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 5#101e 48 9 Al • Cam'• to / ST
City Miami Shores Village County Miami - Dade
Is Building Historically Designated YES NO ��
c
...contractor's Company Name S el ' //e //1/■D,
Contractor's Address /(p 7k.0 4f / �o•I .
City / %'M9 State
S te:
Qualifier
State Certificate or Registration No.
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit 19/ 000
Type of Wofl ditio`r'""'�[Al
"" tatiot
Describe W rrl�i'., ;_ . • 110
Zip
Master Permit No.
Permit No. 61904" 6•
Mechanical Roofing 1a, .'
Phone # .SOS 7s- 997— 3°r7
Zip 3313 g;
S Phone # 305 -(, g loci
Certificate of Competency No.
Phone #
Square Fmt 6Of or! :
41C1
2l7
Submittal Fee $5 . 0 —0 Permit Fee $
Notary $
Scanning $
(Continued on opposite side)
****************************F
&(9 CCF $ 780 CO /CC
Q i ,60 Technology Fee $
Training/Education Fee $
Radon $
Total Fee Now Due $ l g ( , 1
Zoning
Code Enforcement $ Structural Plan Review. $
/Rd lace Demolition
W
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. I 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: 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.
"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 must 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 b - .... • - d and a reinspection fee will be charged.
NOTARY PUBL
Sign:
Print:
My Commission
APPLICATION APPROVED BY:
Chc 05/13/03
Owner or Age
The foregoing instrument was : - • owledged before me this A
day of (f , 20 "y', by e4* C * I b S
who is personally known to me or who has produced
13/1.b■1 tai(, 14 0.4 As iden
C
Signature_
Contractor
The foregoing instrument was acknowledged before me this a
day of . , 200, by Lit -
who is personally known to me or who has produced
NOTARY PUB
Sign:
Print:
My
*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
as 1
en
i
ation and who did take an oath.
Engineer
Zoning
* * * * * **
************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
JUL - 1 2004 Plans Examiner
Ok-e . 14J j4,- 7e)69 -fA
Miami Shores Village
. .
B t.ikhng Department
/ - 30 y 10050 .E.2nd Avenue
p `
ot th lt Aami S O gy res, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Perm'
BUILDING CRITIQU SHEET
Name
o. RP ov-110
' �, P� rn� Est
a � bq
N
S
NOA 01- crlD5.
Ito r. holler •,�(�es
C e.bs 1444,6,
+ = 13.7-
14
MA TA-0105.0i.
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54. -Th t.
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34 NE I OLI s*-
L K. ; Sl,bres n 3313 5
L,u ,.15 ( Rpm"
Xox
p"L
4 54"1 ) -5
ly x 3 V " lv
Nock Q3 0105,02
r• Moller In
. 54•`1, =13.Z
•■
14 x 5 p 5 11
NoA o3- 0306,o1
Aoller G,m
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+54.1 ,-5(1.3
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ilo r,zen } .' ( lest. �e
t� r ess Wi,ti v.%
+54 -1 , -59.3
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Sin ' le "In, •
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Nor (loner Zot
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54 :1 1 -59
06x'3012004 10:10 3056215976
SUNAIRWIMDOWS
Wow. th
y ON �--�
of�
s
b1
PAGE 02
MEt - •i 1 P- K7
ASci NIE.Lot
305 - 758-197:
•
U
tit
MIAMIDA
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah, Fl. 33010
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction 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 (AHJ).
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. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such 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 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: Series "1700" Aluminum Single Hung Window
APPROVAL DOCUMENT: Drawing No. WO1 -69, titled "Series -1700 Alum Single Hung Window ", sheets 1
through 4, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5/5/02, 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
LABELING: 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 ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA 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 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 inspection at the job site at the request of the Building Official.
The submitted documentation was reviewed by Raul Rodrigue
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 02- 0227.02
tion Date: June 27, 2007
Date: June 27, 2002
Page 1
DESIGN LOAD CAPACITY - PSF
URGE MISSLLE IMPACT RESISTANT WINDOWS
WINDOW DIMS.
GIAS5 TYPE '1' & '2'
GLASS TYPE '3' B'4'
WIDTFL
HEIGHT
EXT( +)
1M.( -)
EXT.( +)
LNT.( -)
19-1/8"
70.0
70.0
70.0
70.0
26 -1/2'
26'
70.0
70.0
70.0
70.0
37'
(3)
70.0
70.0
70.0
70.0
53 -1/8
70.0
70.0
70.0
70.0
19 -1/8'
70.0
70.0
70.0
70.0
28 - I /2'
38 -3/6'
70.0
70.0
70.0
70.0
37'
(4)
70.0
70.0
70.0
70.0
53 -1/8
70.0
70.0
70.0
70.0
19-1/8
70.0
70.0
70.0
70.0
28 -1/2'
50 -5/8'
70.0
70.0
70.0
70.0
37"
(5)
70.0
70.0
70.0
70.0
53 -1/8
70.0
87.9
70.0
67.9
19 -1 /8'
70.0
70.0
70.0
70.0
26 -1/2'
59'
70.0
70.0
70.0
70.0
37'
(6)
70.0
70.0
70.0
70.0
53 -1 /8
70.0
70.0
82.2
62.2
19 -1/8'
70.0
70.0
70.0
70.0
26 -1/2'
83•
70.0
70.0
70.0
70.0
37'
(7)
70.0
70.0
70.0
70,0
53 -1/8
70.0
70.0
57.4
57.4
19 -1/8'
70.0
70.0
70.0
70.0
28 -1/2'
74 -1/4'
70.0
70.0
70.0
70.0
37'
(8)
70.0
70.0
70.0
70.0
53 -1/8
70.0
70.0
49.0
40.0
• NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB.
SIUCONE
\1/6" HEAT 518840 GLASS
090 INTERLAYER
SAFLE# /NEEPSAfE
1/8' HEAT STREN'D GLASS
GLASS TYPE '1'
LAMINATED BY 'ARCH'
SILICONE
1/8' NEAT STREN'D GLASS
.130 INTERUYER
GASMAN SAFETY PLUS
-1/8' HEAT SLREN'0 GLASS
GLASS TY9J '2'
GLAZING OP'QONS
LARGE MISSILE IMPACT RESISTANT GLASS. SHUTTERS ARE MOT REQUIRED
SILICONE - SILICONE
v , 1 /8' ANN. GLASS 1/8" ANN. GLASS
161 INTER
IMS 281 INTERLAYER
GLASSUM SAFETY PLUS GLASSIAM SAFETY PLUS
GLASS TYPE '3'
Uo
1r1/8' ANN. GLASS
GLASS TYPE '4'
LAMINATED 8Y 'UNITED GLASS LAM.' LAMINATED BY ' UNRED GLASS LMT.' LAMINATED BY 'UNITED GLASS LAM.'
TYP)CgL ELEVATION
TESTED UMT
Erg: OR. NuWA6UF FAQ
SIRuCTURCS
FLA 9
MAY - 5 2002
B
BUMS;
1. TH15 PRODUCT LS DESIGNED TO COMPLY WRLL 734E NICK 39DIX13 HURNCWC
ZONE OF NE 2001 FLORIDA BLAIOING CODE
ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONOINO LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL
DRESSING OR STUCCO.
Approved 1 a coomplyle8 with Uu
Flo �4 L 211
BOAS Y O&l. •0
Mini Dade haled r
0
WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; sEE ay. FOR SPACING
3/16• rAPCON5
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8 MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
l /1a• TEKS OR saF ORIWNC SCREWS
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
(1/4" MAX. SHIM SPACE)
alo SMS OR SE1F ORIUING SCREWS
INTO DADE COUNTY APPROVED MULUONS
(NO SHIM SPACE)
SEALANTS:
ALL FRAME VENT AND FIXED UTE CORNERS SEALED WITH SEALANT.
DR. auW rMooa
CIA PE if ,ees7
MAY - 5 101
1
drawing no.
WO -69
heat tot 4
ITEM /
PART t
RS9D.
DESCRZPTiON
MATBINAL
iLANK/SAPPLIER/RDLARES
1
YE -701
1
FRAME HEAD
6063 -15
-
2
1E -702
1
FRAME SILL
6063 -T5
-
3
YE -703
1
FRAME JAMB
6063 -T5
-
4
YE -712
1
TOP RA-
6063 -T5
-
S
YE -705
1
MEETING RAIL
6063 -15
-
6
YE -708
1
LOCK RAII.
6053 -15
-
7
YE -707
1
BOTTOM RAIL
6083 -15
-
5
YE -708
•
VENT JAMB
6063 -T5
-
9
YE -709
AS 6500.
GLAZING BEAD
6083 -15
-
10
YE -154W
2
FIAT BAR (1' X .080' TH.)
6063 -15
AT F1XED LITE
11
YE -713
2/ VENT
VEM REINFORCEMENT
6083 -15
6' LONG, 16' FROM BOTTOM
12
11 - 1710
2/ VENT
VENT GUM
6063 -15
-
13
Y11-822
AS REOD.
BULB GASKET
VINYL
ULTRAFAS
14
Y14
AS REOD.
PILE W'6TRIPPING (.150 X .270)
-
ULTRAFAB FlN SEAL
15
DI-708
AS REQO.
PILE W'STRIPPING (.250 X .270)
-
ULTRAFA9 RN 5E4L
18
YH -715
2
CAM LACK, 13 -3/4' FROM ENDS
2AMAN
SULLNAN & SULUVAN
17
Y11-701
AS READ.
JAMB COVER
-
1/AS1ER 100L5
15
NOTES
AS REDD.
ADHESIVE BACK TAPE (1/4' X 1/27
FOAM
SCHNEE MOREHEAD
19
W-10
AS REOD.
18 X ( - 1 /2' SMS
-
AT 6' 0.C. MAX.
20
Y5 -21
AS REOD.
4I6 X 1' PH 0115
-
AT 10 -1/2' 0.0. WAX.
21
-
2 /CORNER
16 X 1' PH SIRS
-
FRAME/VENT ASSEMBLY SCREWS
22
8AL -3330
2
SPIRAL BALANCE
-
BALANCE SYSTEMS
Enge . 1
SCW
FLA. . P P 1 E # R 16557
MAY 5 2002
Appnntal mmmpiyhS riat @e
D' 57 60L
ROAN 0 •0L2
Mond .. Ptodaet
Division
0
t7
x
3I
s I {f
1
droning no.
WO1 -69
(sheet 3e 4
FRAME CORNERS DETAIL VFNT CORNER DFTAIL
drawing no.
WO1 -69
-MIAMI. ADE
MIN
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0814.07
EXPIRES: 10/25/2006
PRODUCT CONTROL NOTICE OF ACCEPTANCJ:
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah ,FL 33010
APPROVED: 10/25/2001
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MJAAI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375-2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Series 1400 Outswing Aluminum Casement Window - Impact lrl.esistant
under Chapter 8 of the Code of Miami -Dade County governing the Ise of Alternate Materials and Types of
Construction, and completely described herein, has been recommen led for acceptance by the Miami - Dade
Cou>4ity Building Code Compliance Office (BCCO) under the condi ions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's I, lant for quality control testing. If this
product or material fails to perform in the approved manner, BCC 0 may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves' the : right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
/
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES F' 3R SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW Q :OMM1TTEE
This application for Product Approval has been reviewed by the 13CCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade G; ∎untyt , Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
115045000I1pc20001 \template;lnotIce acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.com Homepage http : / /www.buildingcodeonline.eom
Yale Osron Manufacturing Co. Inc.
A('CEPTANCE No.: 01- 0814.07
Al PROVED October 25, 2001
Eli PIKES October 25.2006
NOTICE OF ACCEPTANCE: SPE(, IFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum casement window, as di :scribed in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida. Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requi rements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indic ated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series "1400" Outswing Aluminum Casement Window and its components shall be
constructed in strict compliance with the following doc umments: Drawing No. W01 -52, Sheets 1
through 5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq
Corporation, dated 08/01/01 and last revised on 09- 14 -01, signed and sealed by Humayoun Farooq,
P.E., bearing the Miami -Dade County Product Contr 31 Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dada: 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; in the approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Compar ttive Analysis Tables in approved
drawings.
4. INSTALLATION
4.1 The aluminum casement window and its components shale be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): the installation r. f this unit will not require a hurricane
protection system.
5. LABELING
5.1 Each window unit shall bear a permanent label with the m, mufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Contrci 1 Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by cc pies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 The Notice of Acceptance of applicable mullion at the astragal location.
6.1.3 Duplicate copies of the approved drawings, a 3 identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.1.4 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
ci • L.. a 14.
Ishaq I. hands, P.E. product Control Examiner
Product Control Division
2
Yale Qaron Manufacturing Co, Inc, , CCEPTANCE No.: 01- 0814,07
i!,PPROVED : October 25, 2001
I XPIRES October 25, 2006
NOTICE OF ACCEPTANCE: SPl raRC CO.NDITIQNS
1 Renewal of this Acceptance (approval) shall be conside ed after a renewal application has been filed
and the original submitted documents, including test -sins porting data, engineering documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently 1 abeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", 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 Bu ilding 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 sane product (identici 1) 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 Fi rofession.
4. Any revision or change in the materials, use, and /or ni anufacture of the product or process shall
automatically be cause for termination of this Acceptai ce, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal o:1 this Acceptance:
a. Unsatisfactory performance of this product or prom, as,
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 ad vertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done iri its entirety.
7. A copy of this Acceptance as well as approved drawini! and other documents, where it applies,
shall be provided to the user by the manufacturer or i is distributors and shall be available for
inspection at the job site at all time. The engineer need no t reseal the copies.
8. Failure to comply with any section of this Acceptance shell be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this 11 tst page 3.
END OF THIS ACCE1' TANCE
1 ' �
Ishaq 1! . Cbanda, P.E. Product Control Examiner
Produc t Control Division
3
HEAD /SILL CORNERS I
r
HEAD
1 '
_'
� / J
1
I
1 1 IV
Sig;
/. C(.
,
, ;I: _,,. 0
J,1_ � y
l i
i ; 'i
;.';'.11
i b
1; i ii
BURT HINGES OPTS
VANWYIS APR) 31
2 HINGES
1
4
O ,°
m I
.
i1 1 BI
CD
.30 3/4' Mkt
ii i I
WINDOWS UPTO 36' HT.
D.L OPO.
35 5 /8' MAX.
REOVWE 1 LATCH ONLY
VENT WIDTH
74' MAX.
AT HEAD AND 5111 ENDS
1 ANCHOR AT EACH SIDE OF IMPOST
2 ANCHORS AT EACH SIDE OF IMPOST
5EE fiNRT FOR CAPAC(DES
11 1/4'
1/B' NEAT STRETYD GLASS
.070 SAE -GLASS
P YB 1ME:LAYESR
1/8' NEAT STREN'D CLASS
SLLICONE
5/18' TRICE NOMINAL IMPACT GLASS
LAMINATED BY SECURITY IMPACT GLASS
SHUTTERS NOT REQUIRED
TYPICAL ELEVATION
12 3/4' MAX.
GLAZING OPTIONS
SILICONE
NIL
a /b' HrS
ONLY
1/8' HEAT SLREN'D GLASS
530 GLASSLAM
P VB LHTERLAYER
1/8' HEAT SNL°N'O GLASS
5/18" TRICE NOMINAL. TRACT GLASS
LAMINATED BY UMLTBD GLASS LAMINATING INC
minas NOT REOIARED
1/8' HEAT SIRENb GLASS
.090 � /1{EEPSAF4 /AVM
1/8' MEAT SIREN'O GLASS
SILICONE
5 /18" TRICE NOMINAL IMPACT GLASS
LAMINATED BY ARCM ALUM
SHUTTERS NOT REQUIRED
NOTES;
1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 USING CORRESPONDING LOADS.
9. WOOD awn BY ODOM• MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO SAM MATERIAL. SHALL BE 9_=YOND WALL
CRS/NO OR STUCCO.
• tOM®AseomiHLY81B1Y18T1E
— . 9j.;.r j
mom Wilmcistsith
BULDMIBCOOECoYPUARLsOFHCE
Acce=Dom 61-- 0y_us1
_ 9 .01
DESIGN LOAD CAPACITY - P9F 702 (IX ) SIZES
1321201? DMB.
5/15" LAM. GLASS
N
1 ANCHOR
AT EACH SIDE
OF IMPOST
0 ANCHORS
AT EACH SIDE
1M
OF POST
WIDTH
HEIGHT -
EXT. (+)
in ( - )
EXT. ( +)
1111. ( -)
37'
2
754
75.0
75.0
75.0
53 -1/8
26'
2
73.0
75.0
75.0
73.0
74'
2
75.0
75.0
75.0
75.0
37'
3
75.0
75.0
75.0
73.0
53 -1/8'
38 -3/8'
3
75.0
75.0
75.0
75.0
74'
3
75.0
75.0
75.0
75.0
37'
4
75.0
75.0
75.0
75.0
53 -1/8"
50 -5/8
4
73.3
73.3
75.0
75.0
74'
4
61.1
81.1
75.0
75.0
37'
5
71.0
71.0
75.0
75.0.
53 -1/8
83"
5
55.0
55.0
75.0
75.0
74'
5
44.1
44.1
75.0
75.0
37'
6
58.7
58.7
75.0
75.0
53 -1/8'
74 -1/4'
8
44.9
44.9
75.0
75.0
74'
8
35.2
35.2
70.4
70.4 -
2
s
75.0
75.0
75.0
75.0
2
75.0
75.0
75.0
75.0
0
1
24'
2
73.0
75.0
75.0
75.0
2
75.0
75.0
75.0
75.0
2
75.0
75.0
75.0
75.0
24'
3
75.0
75.0
75.0
75.0
36'
3
75.0
75.0
75.0
75.0
48'
35'
3
75.0
75.0
75.0
78.0
80'
3
75.0
75.0
75.0
75.0
72'
3
75.0
75.0
75.0
75.0
24'
4
75.0
75.0
75.0
75.0
.a•
A
Tao
88:0
750
- 86.0
ji 48•
f
4
75.0
75.0
78.0
75.0,
80'
4
73.3
73.3
75.0
75.0
1 72'
4
87.2
87.2
75.0
75.0
5
75.0
75.0
75.0
75.0
5
75.0
75.0
75.0
75.0
•
4
80°
5
63.0
83.0
75.0
75.0
5
53.5
33.8
75.0
75.0
5
48.0
48.0
75.0
75.0.
6
75.0
75.0
75.0
75.11
8
84.0
84.0
73.0
75.0
e
r'.`
72'
- 8
50.4
50.4
75.0
75.0
8
42.4
42.4
• 75.0
75.0
8
37.3
37.3
74.7
74.7
DESIGN LOAD CAPACFYY - PSF FOR (x) SIZES
111ND0! DAIS.
WIDTH HEIGIN
19 -1/8'
28 -1/2'
37'
19 -1/8'
28 -1/2'
37'
18 -1 /8'
28 -1/2
37'
19 -1/8'
26 -1/2'
37'
19 -1/8'
28 -112'
37'
12'
18'
24'
30'
38
12'
18'
24'
30'
38'
12'
26'
38 -3/8'
50 -5/8'
53
74 -1/4'
24'
38'
N
2
2
2
3
3
3
4
4
4
5
5
5
8
6
5
2
2
2
2
3
3
3
3
3
4
5/18' LAM. GLASS
VT. ( +)
75.0
75.0
75.0
75.0
75,0
75.0
75.0
75.0
75:0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75:0
75,0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
1 NT. ( - )
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
88.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
N
as n
24"
30'
36'
12'
18°
24'
30'
36
12'
18'
24'
30'
38'
48'
80'
72'
4
4
4
5
3
5
5
5
6
8
6
8
6
75.0
75.0
75.0
75..0
75.0
75.0
75.0
73.0
75.0
73.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
73.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
NO. OF ANCHORS PER JAMB
WINDOW W.
S xx
APPROVED CONFIGURATIONS
@ o 1021.14112h4 FAP6OQ
RA. PE t 14887
•
•
5EP 1 6 2001
mo mmoisccomoicitiOnNE
ABtt0048091 E
2$
4147 6...1
metier 0-QWZrospx.
ACCEP`MNCE
N
J
drawing no.
Wo -52
( sheetZof 5 ,l
WOOD BUCKS NOT BY YALE OGRON. MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; SEE D.Z. V FOR SPACING
TAPCONS
INTO WOOD BUCKS OR WOOD STRUCTURE
1 -3/8' MIN. PENETRATION INTO WOOD
THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 - 1/4' MIN. EMBED INTO CONC. OR MASONRY
X14 SMC_ OR 1/4' c P DRI NG seREWS
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
OR ALUMINUM MULLIONS (HOLDING A VALID NOA.)
SEALANTS;
FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE
VENT AND FRAME CORNERS SEALED WITH SEALANT.
try: FARCOQ
SIROCRRES-
RA Pfi., 1057
SEP 1 B 2001
APPRoreDAS COIYPLYWaml T✓
iouTH nawco OulLarn COOS
BY
`FaQIR80t/
vuessecoceicicliviteafte
� ro
N
4L 88 -88-Ot
revision:
SERIES -1400 ALUMINUM CASEMENT WINDOW
YALE OGRON MRD CO. INC.
671 WEST 18Tri ST.
HIALEAH. FL 33010 -2480
1F7..
005) 887 -2848 FAX ( o5) 8&7-
HL- FAROOQ CORPORATION
ENGINEERS. PLANNERS & PRODUCT DESIGN
1235 SW 87 AVE
NI4J 1. FLCRDA 3.5174
/EL.. (305) 264 -6100 FAX. (305) 282 -8878
(
C017-11P-AN—L%01-52Y0
rA,� )�t)ADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE_
Yale Ogron Manufacturing Co„ inc.
671 West 18 Street
Hialeah ,FL 33010
APPROVED: 12/13/2001
1 1504500011pe200011temptates1notice acceptance coyer paye.dot
Internet tuuil address: postmaster @buildingendconline.c0m i
:tier "qnHrl
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
ML"TRO -DADL FLAGLER BUILDING
140 W1.ST FLAGLER STREET, SUIT13 1603
MIAMI. FLORIDA 33130 -1363
(303) 375 -2901 FAX (30.5) 375.2908
CONIILACCOtt LICENSING NEC'IIOt'
(305) 375.2527 FAX (305) 375.2558
COr'I'L ACTOR tNt +oRCp:JtENT mvISION
(305) 375.2966 FAX (305)375-200g
rROl)UCF CONTROL. DIVISION
(305) 3752902 FAX (305)372-6339
Your application for Notice of Acceptance (NOA) ot':
Exterior Glazed Aluminum Fixed Window - Non - Impact S: La -ge Missile impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the: use of Alternate Materials and Types of
Construction, and completely described herein, has been recommel 'tied for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. 1f this
product or material fails to perform in the approved manner, BC: 2O may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined' by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
( The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0102.05
EXPIRES; 12/13/2006
Raul Rodriguez
Chief Product Control Division
TIIIS 1S TIIE COVERSHEET, SEE ADDITIONAL PAGE.; FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIE'!V COMMITTEE.
This application for Product Approval has been reviewed by tiie BCCO and approved by the Building
Code and Product Review Comtnittee to be used in Miami - Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Bona .pugc: It ttp : / /wwss.huitdingc0dcon(ine.c0nt
3 "'tiA WO213 9Z: t i 170, 1 aHW
Yale Ogron Mfg. Co. ACCEPTANCE No.: 01- 0102.05
APPROVED DEC 1 3 2001
200
EX ?IRES ; DEC 1 3 2006
NOTICE OF ACCEPTANCE: SPEC: IFIC CONDITIONS
1. SCOPE
1,1 This approves an aluminum fixed window system, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida. Building Code, 1994 Edition for Miami.
Dade County, for the locations where the pressure requ:i cements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values Indic; ated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Exterior Glazed Aluminum Fixed Window - Non - Impact & Large Missile Impact
Resistant and its components shall be constructed n strict compliance with the following
documents: Drawing No. W00 -53, Sheets 1 through 6 of 6, titled "Exterior Glazed Alum Fixed
Window ", prepared by Al Farooq Corporation, dated 12/12/00 and revised on 10/2/01, signed and
sealed by Humayoun Farooq, P.E., bearing the Miam -Dade County Product Control Approva
stamp with the Notice of Acceptance number and approv al date by the Miami -Dade County Product
Control Division. These documents shall hereinafter be a eferred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as ;hown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Compl .rative Analysis Tables in approved
drawings.
4. INSTALLATION
4.1 The aluminum fixed window system and its component:; shall be installed in strict compliance witl
the approved drawings.
4.2 Hurricane protection system (shutters): to determine v, hether the installation requires a hurricane
protection system or not, see corresponding table in appi oved drawing.
5. LABELING
5.1 Each panel shall bear a permanent label with the m: tnufacturer's name or logo, city, state anc
following statement: "Miami -Dade County Product Cori trol Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied b ' copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, a; identified in Section 2 of this Notice o
Acceptance, clearly marked to show the compor cnts selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Codt
(SFBC) in order to properly evaluate the installz Lion of this system.
2
Ian .el Perez, P.E. Product rol Examine
I ro uct ' ontrol Division
3- 3i WO6d 93: I 1 t'0. 1 atiW
Yale Ogren Mfg. Co. ACCEPTANCE No.: 01- 0102.05
DEC 1 3 2001
. DEC 1 3 2006
600' 39dd
3
APPROVED
EX} »I RES
3 WOJd L2:11 b0, 1 atJW
NOTICE OF ACCEPTANCE: STAN] )ARD CONDITIONS
1 Renewal of this Acceptance (approval) shalt be considerei l after a renewal application has been filed
and the original submitted documents, including test -supp )rting data, engineering documents, are no
older than eight (8) years.
1 Any and all approved products shall be permanently la reled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Accep• ance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with th e 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 p: ofession.
4. Any revision or change in the materials, use, and/or rn anufacture of the product or process shall
automatically be cause for termination of this Acceptar ce, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal o this Acceptance:
a. Unsatisfactory performance of this product or prociss.
b. Misuse of this Acceptance as .an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done i n its entirety.
7. A copy of this Acceptance as well as approved drawi:igs and other documents, where it applies,
. shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer need I tot reseal the copies.
8. Failure to comply with any section of this Acceptance s call be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPTANCE
1,LW/ J
NI an el Per , P.E., Product Con tyest�xaminer
P . od ontrol Division
SURFACE 7PPUED
FALSE ULOGINS
OPIIDML
1. WINDOW LENGTH
r .v.
I
II
a 1 II
11 1
11 ,
11 t 11 II
31
ii 3 /ts• Al. N Gun ;
n 3/15' TEMP. GLASS 11 i
OR
ii 5/16' SAM. PAIN. GLASS ii
ll 7/16 IAA H.S. ciASS_
i IAM.H.S. GtASS -y
.
II
t It
i " II Ifs
1 II 11
11 11
11 V q ii
II
i
1
1 2 5 5 x .
AT HEAD /SRL
TYPICAL FI FVATION
1
WND01W WIDTH
6' 14)51.
HEAD /SILL CORNERS
USE LENGTH AS NE LONGER DIMENSION AND VADEH AS THE SHORTER DIMENSION TO ENTER CHARTS.
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN move OR SIIALAR CAN BE
VERIFIED BY INSCRIBING PLCILgIE WINDOW SHAPE WRNR; SOWRE OR RECTANGLE AS
SHOWN 1N DOTTED La1ES AN0 GRINNING ALLCAYABLE LOADS FROM THOSE SHAPES.
NO14 IMPACT RESISTANT 1YINDOW$
GLAZI WITH 3/18' ANNEALED OR TEMPERED GLASS
I,DAMI; DADE MUM? APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
SEE HEETS 2, 3 AND 4.
LM MISSILE IMPACT RESISTANT WINDOWS
GLAZED 41CM 5/56', 7/16' OR 1/2' LAMINATED GLASS
SHIMIFRS NOT REQUIRED
SEE MEETS 2, 5 AND 6.
UV: M�V um FAN000
FU, PE f 1MAT
6CT 2 2641
GLAZING STOP
IMPACT CLASS
NOTFS..
1103 STRUCTURE IS DESIGNED AS PER THE 50VD1 FLCNIOA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. i 5D FOR WIND LOADS
2. W000 8UCH5 BY 01)5Jt3, MUST BE ANCHORED PROPERLY TO TBAR5FER
LOWS TO THE SFRUCNRE.
a ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN OHt EETA,LS.
ANCHOR EMBEOIIENS TO ELSE MATERIAL SHALL BE O:YOND WALL
DRESSNG OR 5713000.
•
• • • • OIVISDN 4
APPROVED AS COMPLYDAD MT THE
SOUTH .: OA OE
CU Ij1iu'
05
FR
SUM CODE 000RIANCR CFFICE
ACCEPTANCERO.O O =r 'C'S (sheet 1
drawing no.
WOO -53
of
5
SNCONE GE -1000
OR
GIVING TAPE VENTURE VO 10.857
3/18' MN. CUSS
OR-
3/16' TEMP. GLASS
J /18' AIM OR 3/1& TEMP.
NON IMPACT RESISTANT CLASS
MAMA OADE COUNTY APPR'D SHU17FAS REOD.
FOR ALL OISTALLAT1ONS
SILICONE GE 2800
1/8' ANN. SUSS
.CSO SCLUM S4FLEX H0
FY8 LIBERLAYER
1/8' ANN. CLASS
SILCONE GE 2800
IIMPACT RESISTANT GLASS
SHUTTERS NOT RECD.
GLAZING OPTION$
SILICONE OE 28OD
3/18' H.S. CLASS
.090 SOLUTIA SAFLEt 1117
P 8 IMEALAYER7
3/18' H.S. CUSS
SIUCCNE GE 2800
7 /1B' OVERALL MURKIER
IMPACT RESISTANT GLASS
SHUTTERS NOT RECD.
CIRCULAR WINDOWS
SAJCONE GE 2800
NU' HS. CLASS
070 RESIN SY GLtSSIAL
0t0 POLYESTER INTERLAYER
.070 RESIN RY CLASSLAM-
3/18 H.S. GLASS
SILICONE OE 2800
#10 X 1' SUS
AT 14 -1/2' 0.0.
1/2' OVERALL LAMINATED
IMPACT RESISTANT GLASS
SHtWJTERS NOT REQO.
Ow.: DP HUYAYOW 0.0070 $SR
FLA. PE j 115117
OCT 2 2041
WELDED JOINT
AT ENDS
g
RECT. OR SQUARE TOWNS
TYP. CORNER DETAIJ.S
POLYESTER LAYER
0.700' OVERLAP
OPPANM. CORNER
APPROVED AS COMPLYING BLUME
SCUTHLL JDABUREANGCODE
IIP
Err
P 7 ROL0IVISICN
IH.QD ' C00ECCMPLU,NCE
ACCEPTANCE N001 r)1(12-0S
ErorinO 110.
WOO -53
'WINDOW DBMS.
VIOTH
16'
24'
30'
35'
42'
46'
sr
50•
66'
72•
16•
24'
30'
36'
42'
43'
54'
LE14'2TH
24'
38'
EXT, (43
601
61.7
51.7
61.7
81.7
61.7
69.6
57.5
55.5
34.4
80.0
61.7
49.3
41.1
41.1
41.1
41.1
3/66' ANNEALED CUSS
ANCHOs TYPE
UN. ( -3
82.2
61.7
61.7
81.7
61.7
61.7
694
57.5
58.5
54.4
824
81.7
4 .3
41.1
41.1
41.t
41.1
ANCHORS TYPE 'B'
EXT, (41
60.0
60,0
60.0
60.0
609
60.7
61.7
61.7
61,7
61.7
60.5
679
28.5
54.4
80.0
61.7
493
41.1
41.1
41.1
41.1
INT. ( -3
122
61.7
61.7
81.7
61.7
61.7
59.5
57.6
065
40.3
41.1
41.1
41.1
41.1
3/16' TEMPERED CUSS
8NO20173 TYPE 'A'
' EXT. ( +
809
INT, 0 -)
186.7
140.0
140.0
120.0
125.0
120.0
120.0
123.0
120.0
120,0
160.0
120.0
96.0
800
630
8DA .
630
ANCHORS TYPE '6'
EXT. (4-)
60.0
'60.0
80.0
660
6110
60.0
80.0
60.0
600
60.0
809
. 60.0
60.0
80.0
80,0
60.0
80.0
80.0
BOA
INT. ( -3
165.7
1409
140.0
1409
140.0
140.0
133.0
131,3
128,3
50.0
55.0
129.0
188.7
140.0
80.0
63,0
50.0
64,4
32.2
11.7
809
80.0
112.0
93.3
810
55.0..
80.0
93.3
03.3
62.3
WINDOW 21518.
VIETH 8ENOTH
18•
24'
30'
26'
4r
48'
18'
24'•
30'
38'
4r
18'
24'
3D'
35'
I8'
24'
56
106'
114
3/15' A3INP51.66 OUSE
ANC60R8 TYPE '8'
EXT.(*) MT. (-0
585
465
467
45.7
40.3
45.3
594
48,5
45.7
45.7
40.3
40.3
35.5 359
4906021 7Y15 'B'
EXT. (r1
48.5 48,6
45.2
46.7
40.5
40.3
35.5
INT. ( -2
59,5
45.7
45.7
40.3
40.3
35.6
3/15' TBHPERED CUSS
8X155200 TYPE 'A•
EXT. (+3
80.0
60.0
80.0
60.0
- 768
70.0
e0A
05.0
50 9
620 60.0
70.4 68.6
60.0
650
60.0
62.0
6DA
800
INT, 0 -)
1544
120.0
680
6340
66.6
0340
152.7
115.1
96.0
152/3
117.4
96,0
60,0
143.2
155.7
ANCE0R5 TYPE '8'
EXT. (4)
834
600
639
60.0
769
70.0
839
830
800
559
70.4
80.0
800
50.0
80.0
INT. (-)
154.5
120.0
604
eat
76.6
70.0
152.7
116.1
97.5
64.0
70.4
152,0
117.4
96.7
80.4
80.0 116.7
80.• 143.2
- ...- .........,
••■u a.... I • rw
18'
24
30'
30'
42'
46'
54'
60'
66'
72'
46'
35.2 35.2 35.2 35.2 600
- 70A
62.2
66.0
659
560
70.5 710 70.5 70.5 00.0
514 54.4 54,4 54.4 600
37.6 37.6 376 37.6 WA
303 324 315 32.5 W..
65'
72'
16"
24'
30"
35'
42'
46'
54'
50'
66'
72'
10'
24'
30'
36'
42'
46'
54•
BO'
1e•
24'
30'
35'
42'
46'
54'
60'
72'
84'
75.9 758 75.9 75.9 60.0 160,0
61.7 61.7 617 61.7 BOA 120.0
35.9
35.9
35_9
35.9 60.0
315 30.5 305 336 601
63.0
60.0
352 35,2 35.2 353 83.0 65.6
32.6
30.8 303. 30.6 70.0 63.0
45.3
49.3 49.3 49.3 85A 96.5
41,1 41.1 • 41.1 41.1 80.0 80.0
70A 60.0
72.5 725 72.6 _ 72.5 60.0 , 160.0
57.0 579 - 570 57.5 60.0 120.0
50.0
70.0
62.2
66.6
60.0
533
48.0
48.0
48.0
160.0
120.0
95.0
639
68.6
63.0
518
50.0
609
60.0
80.0 '
60.0
93.5
93.3
172.3
140.0
102.0
933
318 30.6 359 30.8 70.0 60.0
- 709 60.0
70.0 60.0
80.0
70.0
70.0
70,0
70,0
70.0
65.0
62.0
60.0
80.0
50.0
70.0
62.2
SSA
6
10.0
50A ;
60.9
609
70.0 j
62.7
60.0
70.0
70.0
70.0
70,0
730
164.7
415 439 43.5 43.5 60.0 98.0
339 309 30.9 36.9 60.0 60.0
131.3
112.0
933
60.0
70.0
62.2
66.0
62,1 60.0
31.2 60.0
33.1 60.0
- 60.0
80.0
70.0
62.2
56.0
55.0
56.0
800
80.0
80.0
80,0
80.0
70.0
82.2
55.0
589
569
160.0
125.0
106.1
83.3
68.6
62.0
53.3
48.0
1569
:20.0
969
80.0
00.0
700
62.2
55.0
088.0
122.5
102.3
89.1
60.0
70.0
62.2
mn
een
cn n
36'
18'
24'
30'
16'
24'
30'
132'
144'
26,6 26.6 26.6
23.3 23.2
234
26.6
23.2
60.0 911 80.0 24.6
74.E 736 79.6 79.6
65.0 114.4 830 114.4
600 . 114.4
609 114,4
92.0 80.0 62.6
60.0
60.0 92.6 020 62.6
60.0
92.8
800
92.6
19 1/5'
28 1/2'
37'
55 - 1 /8'
15 -1 /5'
26 -1/2'
37'
53 -1 /6"
19 1 /6'
29 1/2'
37'
53 -1 /8'
19 1 /5"
26 -1/2•
37'
53 -1/8'
19 -1 /6'
26 -1/2'
37'
53 - 1/8'
19 1/8'
26 1/2'
37'
53 -1/6'
26'
36 -3/8'
50 5/8
74 -1/4'
77.4
55.9
50.0
55,5
77.3
65.8
40A
366
71.6
40.0
28,2
57'
63'
66.6
44.6
774
55.6
, 52.9
58.6
773
55.8
40.0
32.6
71.6
55.0 55.6
43A
29.2
59.7 69.7
63,2 f 532
40.0
63.4 63.4
48.4 48.4
37.2 37.2
669
44.6
77.4
56.9
55,0
66.5
77.3
55.8
40.0
36.8
71.8
55.5
40.0
20.2
66.1
53,2
40.5
68.4
43.4
37.2
77.4 60.0
56.8
60.0
50.9 60.0
555 00.0
56.5 50.0
773 609
40.0 60.0 .
35.5 60.0
71.6 639
568 60.0
63.2
68.4 63.0
409 63.9
29.2 66.4
697 67.0 150.6
53.2 63.0
40.0 039
48.4 809
66.6 66.6 BD.D
44.6 44.5 60.0
- 80.0
63.2
175.7
125.2
110.0
110.8
152.6
1037
77.8
75.0
150.6
106.7
77.6
58.9
103.7
77.6
54,2
150,6
108.7
77.8
542
155.6
10°._7
779
54.3
80.0 175.1
809 129.2
80.0 125,2
860 126.3
609 175.5
80.0 126.6
BOA 00,6
80.0 67.6
90.0 1 162.4
60.0
93,8
009 6 126.6
OLD 1 50.6
86.4 1 56.4
60.0 1 158.3
60.0 1 123.9
63.2 1 63.2
600 1 155.3
60.0 I 120.4
37.2 ' 50.
63.2
63.0 50,6
63.2 63.2
83.0 1 155.2
55.0 115.8
909 90.7
832 63.2
NON- I4PACT RESISTANT 111000116
WW1 DADB COUNTY APP600006
IMPACT RESISTANT 16IU1TEBS BRAD.
ANCHORS FOR 77115 PAGE TO BE
eta SMS
3/16' TAPCONS OR
3/16' TEKS
SEE SHEET 4 FOR DETPJLS
8 :gal
Hi 1 II
.L I
W9711 MO 4E69131 NMEN619415 CM BE
1321194160 YEITUDATIN 06 1402120317111.7
AS SWAN ABOVE-
APP110560.15 0014 VIM THE
80111V031 mum
sr
9F020 04.13704610/1
WILDING CODE 0351PLIANCEOFFIDE
cc . 14.1;t
ITU NO.
PART HuWITES
RUAFTNY
DE3c3IPYDON I MARITAL
LANY./SUPLIER /R®L0RES
1
YE -60
4
WINDOW VOA 1 AtCMIMJM
d003 -13
2
YE-42
4
LYAAtc STOP I ALT MAN AN
6083 -T2
3
GE -1000
AS RICO.
fA.A33ii0 CUNRPOtMT =CONE
-
EA
1T: 108w
AS RECD.
GLAIIRG TAPE {l/2' X viol -
ODIIURE
4
/3 X 1'
2/ COMER
ITMRE ASSEMBLY SCREWS 1 -
-
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO
I
THE BURRING STRUCTURE.
TYPICAL ARCHERS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACUR
• ,
4
TTPICAL ANCTDRS
SEE ELEV. FIR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL STRUCTURE
1 /11' MIN. THICKNESS
7 11
ITO SM.s.
0 12 oz.
USE .CHARTS FOR
ARMOR TYPE C
IJif OR 2BY
3Y10D BMX
SEE MUWOR APPR0YAL4 FOR
MALIGN TYPE AND 517E
TYPICAL ANCHORS
r SEE ELEV. FOR SPACING
SEUL STRUCTURE
1/B' MIN. Tl4CIORESS
13? DR 2BY
V003 TUCK
Enqn DAB 114000
SLL PE j 1675,
nuu 2 7041
kAt614115 411
TYPICAL ANCHORS; SEE RV rat SPACING
ANCHORS TYPE 'A (1/4• MAX. STEM SPACE)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1 - /13" MIN. PENETRATION INTO WOOD
INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' MIN. THICKNESS)
ANCHORS TYPF 'R (1/4" MAX. SHIM SPACE)
3/16' o TAPCONS (BY ELM) CR
EOM. CONC, ANCHOR HOLOSNC CURRENT NOTICE OF ACCEPTANCE,
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8' MIN. PENETRATION INTO WOOD
THRU IFFY WOOD BRICKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 - 1/4 • MIN. EMBED IMO CONC. OR WASONRY
3/16' TFKS SCREWS
INTO METAL STRUCTURE (STEEL OR ALUMINUM 1/8' M7N. THICKNESS)
ANCHORS 0610 MUT 1 IONS (140 SHIM SPACE)
,i 10 SA15
LSE RESULTS OF ANCHORS TYPE 'B'.
•
SEALANTS:
FRAME OCRNERS AND INSTATIARON SCREWS SEALED WITH
GE SILICONE SEALANT.
TYPICAL ANDORS
SEE ELEV. PEA SPACING
•
APPROVED ASCOMPLYDXT YATH THE
SOUTIrOtt3 IL l
OA II
BY ••72 fJ111
PROD T • RCLOPASION
EU1.01 CODE OOMP11ANCE0FPEE
ACCEPLANCEN3rg. ^MM•C1'
8
1:
J
8
awl
1E11111
AMID
drawing n0.
WOO -53
(sheet at . 6
WINDOW D
711010
I8'
24'
30'
30'
42'
46'
54
6o'
66'
72'
18'
24'
30'
36'
42'
46'
LENGTH
24'
36'
IMPACT RESISTANT HIND01T6 (SHUTTERS 163T REQUIRED
DESIGN IAAII CAPACITY - PST
5/16' 2.631. ANN. CMS 7/16' LAX. ES, 01.656 1/2" LAIL 11.6. 0IA55
117. 1 -5 EXT. (43
70.0 85.0
70.0 65.0
700
70.0
70.0
70.0
- 70.0 -
70.0
70.0
56.7
70.0 65.0 65.0 73.3
EXT. (•7
70.0
70.0
70.0
70.0
70.9
700
70.0-
70.0
70.5
65.7
700
70A
70.0
65.5
57.4
51.0
65.0
65.9
65.0
65.0
65.0
65.0
65.0
65.0
INT. ( -)
- -65.0
68A
65.0
65.0
EXT. (4) 1 INT. (-5
73,3- -
73.5
73.3
73.3
-75,0
75.0
75.0
75.0
70,0 65.0 85.0
70.0 65.0 65.0
65.5 66.0 65.0
57.4 .65,0 650
560 65.0 65.0 _
73.3
73.3
73.3
73,3
73.5.
E
75.0
72.6
75.0
75.0
75,0
75.0
54'
60'
45.1
40.8
45.1
40.8
65.5
65.6
65.0
65.0
73.3
733
756
750
75.0
70.0 70.0 65.0 56.0 75.3
62.4 62.4 • 65.0 65.0 73.3
40.3 463 65.0 65.0 73.3
84' - - 63.0 65.0 73.3
- - 65.0 65.0 73.3
- - 85.0 65.0 73.3.
- 650 55.0 67.1
75.0
75.0
76.0
75.0
75.5
75.0
75.0
75.0
75.0
75.5
67.1
60.4
60.4
60.4
75.0
75.0
75.0
75.0
75.0
75.0
67.1
10.4
75.0
75.0
75.0
75.0
75.0
75.0
67.1
66'
72'
18'
24'
30'
36'
42'
46'
54
64'
56'
72'
18'
24'
30'
36'
42'
46'
54'
60"
66'
72'
16'
24'
30'
36'
42'
45 '
54'
60'
15'
24'
35'
36'
42'
46'
54'
48'
37.1 57.1
33.1 33.1
70.0 70.0
70.0
6.1.0
51.0
54.1
49.0
44.4
40.4
70.0
70.0
49,)
40.0
44.2
40.4
70.0
66.7
43.3
35.1
70.9
61.0
5!A
54.1
+.9.0
44.4
40.4
70.0
70.0
49.5
40.5
44.2
40.4
70.0
66.7
43.3
33.1
65.0 650
65.0 65.9
65.0
65.0
B5.0 65.0
65.0 55.6
65.D
650 65.0
55.0 65,0
65.0 65.0
66.0 I 65.0
65.0 65.0
65.0 659
E5.0 65.0
65.0 66.0
65.0 650
65.9
65.0
65,0
65.0
65.4
60.4
60.4
65.0
65.0
65.0
65.0
65.0
65.0
65.5
65.4
65.0
65.0
65.0
155.0
50.4
63.4
60.4
55A
65.0
65.0
65.0
65.0
65.0
65.0
60.4
73.3
73.3
73.3
73.1
73.1
73.5
73.3
73.3
75.0
75.0
75.0
75.0
73.0
75.0
75.0
75.0
75.0
IMPACT RES3Sf8NT TTINDOSS (SKITTERS NOT R£OUIRED)
WINDOW DIMS.
6'
VIDTH LC510715
16'
24'
30'
36'
42'
46'
18'
24'
30'
38'
41'
16'
54'
30'
36'
16'
100'
114
DUS1GN LOAD CAPACITY - PSF
6/06' Ia. A51N■ CLASS 7/16' 1438. 68.1. CUSS
EXT. (4) 7 . 4 - > £XT. (41
70.0 1 . i0.0 65.0
59.0 59.0 65.0
361 36.1 65.0
65.0
65.0
55.3
55.5
46.5
45,6
65.0
60.3
553
46.6
46,6
4 3,0 43,0
654
654
650
65.0
B54
65A
• 65.0
6.5.6
65.0
65.0
INT. ( ->
65.0
65.0
65.0
55.0
65.0
55.0
65.0
65.0
65.0
550
65.0
65.0
65.0
65,5
65.0
65.0
1 /2' LAN. N.S. GLASS
EXT. ( +1
72.3
73.5
73.5
73.5
73.3
. 73.5
73.3
73.3
71.3
73.3
73.3
73.5
73.3
73.3
73.3
73.1
1NT, ( -5
76,0
75A
75.9
75.0
75.0
75.0
75.0
75.0
75.0
75.5
76.3
750
75.5
75.0
750
75.5
44' 43.G
43 _ - ESA _ 654 73.3 75A
30'
65.0 65.6 73.5 1 750
36'
18'
24'
35'
78 '
24'
3D'
132'
5.44'
34.6
26.6
34.6
26.6
BSA
65.0
65.0 55.0
65.6
650
65.0
65,0
65.0
65.0
55.0
65.0
65A
65.0
73.3
73.3
733
73.3
73.3
73.3
73.3
75.0
750
75.0
75.0
75.0
750
75.0
t9 1/8'
26 -1/2'
37'
,53 - 1/8'
19 -1/8'
26 -1/5'
37'
53 -i /8'
19 -1/8'
26 1/2'
37'
55 -5 /6'
50 1/8'
26 1/1'
37'
53 1/6'
19 1/8'
26 -1/7'
37'
53 -1/6'
58 1/6'
26 -1/2'
37'
1 53 1/6'
25
39 -3/8'
59 -6/8'
57
63
14 - 1/4'
70.5
70A
70.0
67.2
70.0
70.0
,70 .0
67.2
700. 70.0
70.0 70.0
61.3 61.3
53.0 53.0
70.0 70.0
69.2 68.2
47.7 47.7
43.5
70.0
61,4
41.0
70.0
59.5
35.5
70.0
64.1
31.0
650
65.0
43.5
70.0
51.4
41.8
70.0
59.5
38.0
70,0
54.1
31.0
65.0
65.0
65.0
65.0 .
65,0
55.0
85.0
65.0
65.0
63.0
65.0
65.0
65.0
55.0
65.0
65.0
65.0
55.0
65.0
65.0
65.0
65.0
85.0
65.0
65,0 73.3
65.0
65.0
65.0
65.0
65A
65.0
65.0
65A
65.5
65.0
65.0
65.5
65.0
85.0
65.0
65.0
65.0
65.0
05.0
45.0
65.0
73.3
73.3
73.3
73.5
73.3
73,3
75.3
73.3
73-3
73.3
71.6
• 73.3
73.3
73.3
66.2
73.3
73.3
73.3
66.2
733
733
73-5
65.2
75.0
75.0
70.13
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
71.5
75.9
75.0
75.0
63.2
75.9
75.0
15.4
68.7
75.0
75.0
76.0
66.2
z (.
ora
gt
O
c444 4'
O
u g
olW41
D
'`.41
1.
3 8
O ▪ N
A
4
8 0 0
L
cc
• g
LoY
drowln9 n0.
WOO -53
shut 5 of 6
ANCHORS FOR THIS PAGE TO BE
014 S1d5
1/4' TAPCONS OR
TEKS
SEE SHEET 6 FOR DETAILS
O WIMH 010 LENGTH 0140451050 CAN BE 08EHTID
LiROCJLLY OR HOR1205,TAUX AS SHOWN ABOVE.
r 05, 3791.17111813. 1 H F 63906
Ft5 P0 6 16357 AMMO AOCOMPLYNGVWTHTHE
SOUTH FLOR[N5NLD013C00E
OCT 2 200'
I7( / -
PROD w • •OLDMSVSN
&FLOWS CO5 COMPLUNCE0FFOe
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PART NV1®RPI GUAN11T1
Oascata TO0t
' H1,TBR111 2
1
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4
10MC0M PA0.1
ALUMINUM. B
--
4
T,LAl111D stop
=tam 6
3
GE -2800
AS REOD.
G1ATWO CDTIPCUNS
SIMONS -
SS
vi) 108W
AS M00.
CLAM VPE (1/5• X 1/a?
- Y
4
45 X 1'
5/ CROMER
FRAME ASSEMBLY SCREWS
- •
1 •
'WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO
THE BMONO STRUCTURE.
TYPICAL ARCMS
SEC ELEV. TER SPACING
TYPICAL. ARCHERS
SEE ELLN. PCR SPACING
ya ^
TYPICAL ANCHDRS
TEE ELEV. MR SPACING
TYPICAL AOCHORS
SEE ELEV. FOR SPACING
OWNS CILWNEL SCREWS
REWIRED FOR
l/r LAW. CLASS CIRY
ISY CA 101
9000 RUCK
T61PACT RESISTANT WIND01T9
MEW STRUCTURE
t/8' TAN, TNICTINESE
{ 10 S.U.S.
0 12' ot.
USE 044845 POR
ANCHOR TYPE C
SEE M ALIN APPROVALS FM
ISALTO41 TYPE AND 54£
TYPICAL ARMCO
SEE (LET, FM SPACING
METAL STRUCTURE
MIN. MOMS
IVY OR EBY
90154 BUCK
r
CA0: CR. KUNAYWH mow
MI
RA. F 1 0037
'•DCT 2 2001
TYPICAL ANCHORS; set EI.05. FOR SPAONO
)/4' • ¢,CONS (HY ELM) OR
EQUIV. CONC. ANCHOR NAL DWG CURRENT NoT(C
4Y40 28Y MOD BUCKS OR WOOD STRUCTURES
5 —S /V' MIN. PE NETPAT10N (M0 11000
INN SBY 51000 BUCKS INTO MASONRY OR OR
1 - 1/4' M(N. EM9E0 INTO CONC. OR MASONRY
5MS 044 13:- 5.,5 S
INTO METAL STRUCTURE (STEEL OR ALUMINUM 1
SEALANTS;
FRAME CORNERS AND INSTALIAT(OR SCREWS SE,
GE SILICONE SEALANT.
EXTERIOR
5IN0504 TOO141
TYPICAL
— SEE ELE'
PROD!$
BUILOIN01
ACCEPTAA
u
0
A
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah, FL 33010
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMi, FLORIDA 33130 -1563
(305)375-n01 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulation; governing the us>r of construction 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 (AHJ).
This NOA shall not be valid after the expiration date stated bele w. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AIM (in areas other . han 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 Al-1J may immediately
revoke, modify, or suspend the use of such product or material witl.in their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade Count, Product Control Division that this product or
material fails to meet the requirements of the applicable building coa le.
This product is approved as described herein, and has been designee' to comply with the High Velocity Hurricane
Zone of the Florida Building,Codc.
DESCRIPTION: Aluminum Tube Mullion - Impact
APPROVAL DOCUMENT: Drawing No. M95 -06A, dated 1 with revision A dated 06/24/02, titled
"Aluminum Tube Mullions ", sheets 1 through 4, prepared by Al -Fat: ooq Corporation, signed and sealed by
Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice o£
Acceptance number and approval date by the Miami - Dade County F roduct Control Division.
MISSILE IMPACT RATING: Large and Small Missile Itnpac : Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approv:d ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal applic, ation has been filed and there has been no
change in the applicable building code negatively affecting the peifi: rmance of this product.
TERMINATION of this NOA will occur after the expiration date de if there has been a revision or change in the
materials, use, and/or manufacture of the product or process, Misuses of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatics Illy terminate this NOA. Failure to comply
with any section of this NOA shall be cause foir termination and retri oval of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. Ilan:, 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 inspection at the job site at the request of the Building Official.
This NOA revises NOA # 01- 1204.02 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E
100'30dd
NOA No 02- 0227.01
Expiration Date: December 28, 2006
Approval Date: August 8, 2002
Page 1
31dA WO Id ES:6 V0, 8 Ntif
.105—
MULLION CLIP (YE-65) (6063 -T B)
(101. TO ANGUS)
CUP LENGTHS 6001 BE CUT 10 F1 54UG
INTO TUBE 1161.11CNS.
1"F
1.013
MULL(ONCLIP (6003 -15)
069? 0910043 61031 BE CUT TO FT1 SNUG
NTO 1113E IAULUONS.
DIO SIDE FASTENERS Lama.)
2.030
L I
L 2.000 --•.I
ANCI F CLIP (5053-12)
MULL ION CLIP 05053 -15)
ATILT. 70 ANGLES)
CUP LENGTHS HOST 8E CUT TO 11T SOW
INTO TUBE 011.5.UO4IS.
.1E5—
F -1.718--1
+.03
0513
MULLION CUP (6063 -T5)
CUP LDICOLS MUST BE CUT TO FTT SNUG
010 TUBE MULLIONS,
(NO SAE 00563NERS REPO.)
1.210
INST$L_ DNS_
USE CHARTS ARO GRAPHS AS FOLLOWS.
STFP t DETERMINE NSW LDAD REQUIRED PER ASCE 7
FOR PARDLVUR OPI,1F1F0.
STEP T, 115E WIDE COUNTY APPROVED ELATING PRODUCTS M_ =0.1016
ABOVE LOAD RE0 RDAENTS.
STEP 3 USE 00NUE011011 TO MULLION AS PER PR0006!
APPROVAL
STEP 4 SPECIFY AL MON SKIM 5PAAR0.
USING GRAPHS ON SHEET 2 SELECT MULLION 510E 90TH
STFP COIGN RANK MORE 770N DESIGN LOAD SPECIFIED
81 STEP 1 mow.
Lem ANCHOR TYPES ON SHEET 4, AND ANCHOR CRAPH5
STE? G a1 SHEET 3, 901061 ANCHOR TYPE WITH 0036610 RMi50
LORE THAN THE DESIGN LOADS 5900/000 Ue slip 1 ABOVE
MULLIONS EVAN i ONINS TYPIQAL GILA PRODUCTS
ROR170NTAL CH'S UFRTI ki
SEE Y711005 OR 0OC1L APPROVAL FOR F.U_TE11 HS SIZES .9110 SP ACOIG
._ III . .MN nnrl9gm`!5S ONLY
• Y
13
4 00343 OR. MAMMON FA5000
STRUC11.20 • .
_ FLA.'PE 1 16557
AUG1.0.2:2OO2 ✓
UL
MUWON SYSTEM 10 RATED FOR LARGE !FISSILE LMPACT.
AND CAN BE USED WIN ALL LULL -BID£ COUNTY APpROVEo
IMPACT AND NON - IMPACT RESISTANT PRODUCTS.
NOTES;
1. ALL CLAIM PROPUCIS USED 11(661 THESE MULLIONS 111141
MEET 1I£ APPUCJ32E CADE COW1Y RE0IARD M15
LE. WIND LOAD, FIR & HATE6 81RR1P,L110H FORCED Ei1TN
RESISTANOE,'4AFEOUAROS ETC.
2. ANCHOR EU8EOUENT TO 619E YA M PA SPA/ 80 8YOND
WALL 60*01181C (stucco, TILE ETC.)
3. ANY COME ON& NUT COVERED 0111415 SUBP7106.. 00310CT
TO SEPARATE ERC1)0111INO RENEW.
4. ALL 601101/015 TO DE ALLOY 6063 -15
APPr5rad u ta.
Florida ode
Daze
-- NOMO _
AOani DadeProdeel
DI � 81
0
N
z
0
ta
I 7
F
drawing no.
M95 -06A
ishtet 101 4
z
S
1
19
Z
CO
65
L7
U1
2' x6' /B .ALUM. TUB=
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um
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NU
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IMIEMMINNIMMIMMIN
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MUMMU NAM■■ ■MI
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20 30 40 SO 60 70 80
TRIBUTARY WIDTH - INCHES
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',,1 /9 :NUM. TUBE M\TLigiM■
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UMMINMEMMENOMM
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0102/1 ll►M ■,\ ■ ■ �►a
MM,MEEMO\M ■MO
20 30 40 SO 60 70
TRIBUTARY )(IUTH - INCHES
90
Q
U
0
m
MULLION LOAD CYICRT
20 30 40 SO 60 73 90
TRIBUTARY NIOTH - INCHES
MULLION LOAD CHART
20 30 40 Sfl 69 70 90
TRIBUTARY JIOTH - INCHES
a
s
Jm
uumI \ \M 1 . u4 ^ .1/ ALUM. TUBE
11111M111111111 =NM "
tlmu►\■ ummoU■M
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MEMMMEMM ■MM■M
MMUIMMEMMEMMEM
►1NENN IMEMMM■1■
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MOMMEMMEMMMOM
MMMEMMMMMEMMIM
MMIMMMNONNMENN
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MIEM. ` ' MINN
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.A
00
MULLION LOAO CHART
20 30 40 60 60 70 90
TRIBUTARY 'WIDTH - INCHES
ANCHORS
WT
JR
TRIBUTARY WIDTH wl + 07
2
TYPICAL MJTIION ARRANGEMENTS
(.0*- ;:. 1Wr*A0DUN FM0o
0S
MST
AUG 0 2 2002
mo
PR0OUCT
AIULUON SPAN
HORR0.'RJL 11411U-KM
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'11■.■111■ ■■ ■ ■■
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111■1•H1111■■ ■1111■
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2Q1 30 40 SA b2 70 90
TRIBUTARY WIDTH - INCHES
AYO}7pA3
01-A21110
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m
co
ANCHORS TYPE B
1111111 \�1k110■ ■ ■ ■■■ um
►11111IMINME I1111■■■
11►li111,111111101 ■■11■■
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20 00 40 GB SO 70 00
TRIBUTARY WIDTH - INCHES
ANCHOR
TRIBUTARY W16TH wi + 51
2
TYPICAL MULI ION ARRANGEMENTS
LOAD CHART
■tn11MIMME EIRMI
■ \1►t111 ►\111 1111LI IN
■ ■►WIWI■ MENIM MIN
INOMMMUMMMIUMM
■■ ■1 ►RI�\1M�
IMMIONIMEIRMIUDIUM
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■■E "IMIh
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ANCHORS TYPE C ■■ ■��
09
9
Q
to
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9
I Qi
ANCHOR LOAD CHART
20 30 40 50 b0 70 00
TRIBUTARY WIDTH - INCHES
FOR ANCHORS DESCRIPTION SEE SHEET 4 OF 4
Enir. DR. 10110+1 1 t F••13000
501UQ17Ac
r A Pt J 15557
AUG 0 2 2002
APPrurrd at mmpl5lat * 45 thr
FNaitr S7 r
it a 8.� ra2
N ELtO al ♦id�Fy . .1
drowing no.
M95 -06A
5heel3Di 4 f
2 X 2 X 1/4'
ALAI MOLE
14 S.M.S.
2/ EHANNEL
,jr THIGH /QUM CRAW
'5154 10 17T 51A10
1110 M112e0N
'ID suS
1/ ENANNO.
1/2" MAX
ONE PIECE CUP
ALTERNATE TO ANGLES All CASES
arowi119 00.
M95 -0BA
2x 2X 1/0"
ALUM ANGLE
e4 14 5.165.
2/ ANGLE
LLaALLtl11
1RP1.10t1
2 Y2X 1J8'
AVM ANGLE
2 -5 /R' 10115
ANCHORS TYPE 'A'
• 3/15' a TAPCON
•
1.210 204 TBICILS
.1 -3/B 1124. W000 EMBED
_1/ ANGLE
11K CR 241
24000 025)0
3/15 MA. 12P00c1
1 1/r 11111. EM0E0
1/ ANGLE
X3/18' A TA'COH
' TNAU IBY BUCKS INTO 221150NRC
1-1/4'142. I4.50NRY EN9E0
p l/ ANGLE
{ 14 511.2.
2/ MOLE
MOTCR ANGLES TD
265 MARBLE SLL
014 7924
2X 2X 1 /B'
ALUM ANGLE
14 SY.5.
2/ ANGLE
IULLN0
.- V.UL'- t
2 X 2 x 1/5"
4LUt4 ANGLE
2 -5/B' LONG
AHCKORS TYPE 'R'
1 /4' a 7APC014 •
6410 YA000 STRUC,URES
1 -3/4' 1414. 24000 041800
2/ ANGLE
181 014 2140
21.050 91254
"\... .1/4' 4 TAPCON
THRU IBM 0R 284 BUCKS INNTO MASONRY
a 1 -1/4' }tlt1. MASONRY 24(0077
2/ ANGLE
2 X 2 x 1/8"
ALUM MOLE
I 14 S.M.S.
3/ AINGIE]
NLtUON
2 X 3 X lir
ALUM ANGLE
3-5/6 LONG
0
WOOD BUCKS NOT BY YALE OCRON
MUST SUSTAIN LOADS IMPOSED.
c04.-7. OR. h. l;40t 055000"
2i1UCIUM •
Mk 29 i 14537
AUG 0 2 2002
ANCHORS TYPE 'C'
1.500
907CN VC09 RICK
10 40504850515
• CLIP 454500 TO NAS4fiRY
4,
1/2'. LIAR.
1/4' o TAPCON
1 -1/4" MIN. 011929
'2/ ANGLE
•
. ' CCIICREIE 0R
CCNC. Run 91.05)45
roehl N n,m
MALI* tlp0v 1'hHI *011 Ile
Dalt �Z
110AN
l8aml Date P,a1ea
117
shoat 4 of 4
MIAM!DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Vale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah ,FL 33010
Your application for Notice of Acceptance (NOA) of:
Series 1800 Aluminum French Door w /Sidelites Impact
under Chapter 8 of the Code of Miami -Dade County governing the use or Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. I I this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 1016.03
EXPIRES: 01/03/2007 Raul Rodriguez
Chief Product Control Division
THIS IS TIIE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 01/03/2002
\ \s045000I \pc2000\ \templates \notice acceptance cover page.dot
Internet mail address: postmasteru @buildingcodeontine.com
.awe
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADI? FLAGLIiR BUILDING
I -l0
WEST FLAGLI.iR STRIT. F. SUFIl.i 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACrOI( LIcI•:NsING sI :( -IION
(305) 375.2527 FAX (305) 375.2558
CONTRACTOR I {NFORC:I.::\II•:NT DIVISION
(305) 375.2966 FAN (305) 375-200X
PRODUCT CON'IROI. DIVISION
(305) 375.2002 FAX (305) 372.6330
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Homepage: http : / /wwv.buildingcodeonlinc.com
M
Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03
APPROVED: January 3, 2002
EXPIRES: January 3, 2007
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This Notice of Acceptance (NOA) approves an aluminum French door with sidelites, as described in
Section 2 of this NOA, 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 1800 Aluminum French Door w/ Sideletes and its components shall be constructed in
strict compliance with the following document: Drawing No W01 -64, Sheets 1 through 5 of 5, titled
"Series 1800 Aluminum French Door w/ Sideletes ", prepared by AL- FAROOQ CORPORATION,
dated 9/17/01, with revision date 11/09/01, signed and sealed by Humayoun Farooq, bearing the
Miami -Dade County Product Control approval stamp with the NOA number and approval date by
the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as
the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
4. INSTALLATION
4.1 The Series 1800 Aluminum French Door w/ Sideletes and its components shall be installed in strict
compliance with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not 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 REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for thc proposed installation.
6.1.3 Any other documents required by thc Building Official or the South Florida Building Codc
(SFBC) in ordcr to properly evaluate the installation of this syst 1.
2
4
,Kaul Rodriguez, Chief
Product Control Division
Yale Ogron Manufacturing Co. Inc. ACCEPTANCE No.: 01- 1016.03
APPROVED: January 3, 2002
EXPIRES: January 3, 2007
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal 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 (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including
the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially
submitted is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purpose.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the Notice of
Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall
be provided to the user by the manufacturer or its distributors and shall be available for inspection at
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
3
Raul Rodriguez, Chief
Product Control Division