WS-11-460INSTALLATION OF 18 IMPACT SLIDING WINDOWS &
DOORS
Passed
c/
Inspector Comments
ec-
7
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Number: INSP- 157266
Permit Number: WS- 3- 11-460 I
Inspection Date: May 12, 2011
Inspector: Bruhn, Norman
Owner: REDMOND, KATHLEEN
Job Address: 1010 NE 92 Street
Miami Shores, FL
Project: <NONE>
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Contractor: MIAMI BEACH COMMUNITY CONTRACTOR
Building Department Comments
May 13, 2011
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132050130011
Phone: (305)538 -0900
Page 1 of 1
1 LK
VI)
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No.V 1 l ---- 14 -CO
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): k4 '/ /
Address: /WO / 6 f Z f7-- /
City: /!f /444 ad o x P,f". State:
Tenant/Lessee Name:
Email: KX /? / ri6 S Cl:
JOB ADDRESS: ` ( d/: L ; 7 J7 -
City: Miami Shores County: Miami Dade
Folio/Parcel #:
Is the Building Historically Designated: Yes NO ✓ Flood Zo
CONTRACTOR: Compan Name /f/4W „,fa C,Om Usv G ' '1 phone#: 5 — ,-- v
Address: 7VA fV eif/e4. H/, $4/4 Ale-- FAIC 3°° 3
City: /,/�( � r!.4 ' � State: r ` Zip: ‘
/
Qualifier Name: 11 / ' L t C, /Q O y Phone#: 3DX �3f�90t'
State Certification or Registration #: - ° G 0 "c 7 O G 7 Certificate of Competency #: 0 9 Pic-kJ Z Z
Contact Phone#: 3(7 ( 3 2.-3 vCP AS Retail Address: 43B{j Z CO 4 • /ZS L.,
DESIGNER: Architect/Engineer: .,." Phone #:
Value of Work for this Permit: $ /9/ COO Square/Linear Footage of Work:
Type of Work: ❑Addition °Alteration New DRepair/Replace °Demolition
Description of Work: 7 (-'e 6 4 IVr.v ?S 04-cl C r/''�'`7 AAA-
1�? C- *A 7 f7 -,vi) I 1V ( S2 1Z.) 7 3/4•Cr
Phone#:
pa:MTRZI'
MAR 1 5 2011
B "°- '''' 0 **********
Phone#: iO(7f7 4.5 a
Zip: ?
Zip: ' ` �d
3
Submittal Fee $ Permit Fee $ Q( (7 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) 1
1
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature °d
Sign:
Print:
APPROVED BY
My Commission Exp
Owner or Agent
The foregoing instrument was acknowl ged b re me this The foregoing instrument was acknowledged before me
day of O3' / p , 20 LL , by /(410 66"r`Yl') , day of °?-h9 , 20 // by 4 G 'Otte' de 6
who is personally known to me or who has prodfideT " C ' ce 'io is personally known to me or who has produceik f U strtost'ce-_
� � As identification and who did take an oath. f7 identification and who did take an oath.
NOTARY PUBLIC: I NOTARY PUBLIC:
.k 'Trujillo
o ff " '• c - �ryg SS ■oNMp 26, 20
o Y 6
te ce aFRES: O 26,2013
;, pip y \yW .N R
, k****+R*+R , k$*+ **** *+ kHk****d **+ k*9e*He**** ***$ **+ kok**+i«**da**&*4e****tl *** do**+ k***dN **ak**+k+RNh****Ne****
(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)
4/4
Plans Examiner
Structural Review
Signatures
ontractor
i110
:, • Tru
` "' "`• D8 932U
?�og� ayeG �h1PMsS:0P1 # D 13
c=° 47 : ' Exp RES IdAY 26, 20
E'
gARO NNOTA
��• .b;:� i,.c -: yV
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R' .coin
• ••' n',' NtyV
„
Zoning
Clerk
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. W41 ! 3'" // / 4' 4AXF000NO. IG� ZOJ �(9t
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
al description of proprty and str
'C dt � .. , ,�r /f , ' ,V
Desirrip f mprovement.
3. Owner(s) O and ad
Interest in property:
Name and address of fee simple titleholder. 'P
4. Contractor's name, address and phone number
5. Surety: (Payment bond required by owner from contractor, H any)
Name, address and phone number.
Amount of bond $ _/ 4-
6. Lender's name and address: 444,
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes - yi
Name, address ddress and phone number. / -i r 7C8 0eA . /t/Q qv.1 _4 r19ePsyetF3
PS 75'7 1
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, address and phone number. //4 •
9. Expiration date of this Notice of Commencement
Signature(s) of
Prepared By
Print Name
Title /Office
VERIFICATION PURSUANT TO SECTION 82525, FLORIDA STATUTES
Under penalties bf perjury, I declare that I have read the foregoing and
that the facts stated in It are true, to the best of my knowledge and belief.
/dress: /Ord
STATE OFFLO` <' = -- , EXP' -S: AY26,2013
COUNTY OF MI -S Wrei AA'tJNNOTAR'Lcom ".1.4t7, `1 . • The foregoing instrument was acknowledged before me this � of
By Eau. k T�l wi110
❑ Individually, or ❑ as fof�•• ' e rr „i .ham. # r ► " 1..
❑ Personally known, or ❑ produced the following type of Identi , "a . . 2013
i s
Signature of Notary Public: lt; - d;•' , .% ..; . ; .' : •�
Print Name: S•ama
(SEAL)
Signature ) . Owner(s
By
129.01 PAGE 3/10
(the expiration date Is 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,' CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Offi rector/Partner/Manag
Prepared By
l '.
'
Print Name . rs pet a
Title/Office r p r va�,¢G d y e . Ty.
y, d, T zed f p NDhector/Partner/Manager who signed above:
' " EXPIRES: MAY26, 2013
'44,,,,r .��` wawr .AgRoMNOTaRfr ,, OF FLORIDA, COUNTY OF DADS
I HEREBY CERTIFY that than a true copy of the
'ngrnal filed in this office on day of
APR 0 1 2011 • A D 20_,....."__
WITNESS my hand aal Seal.
'tARVEY ' UVIN. o Circuit and Canty Cants
N dw L p ' - fi. • 4 L. D.C.
wor
3 3 W5
11111111111111111111111111111111111111111E
II E
CF14 2011
OR Bk 2763E Ps 1245; (fps)
RECORDED 04/01/2011 13 :52:2$
HARVEY RUVIN, CLERK. OF COURT
MIAMI —DADE COUNTY. FLORIDA
LAST PAGE
Space above reserved for use of recording office
ir9e!/
ceeP rag / /
PRODUCER
INSURER
LIR
Apr. 1. 2011 10:12AM Na. 0907 P. 10
�CORI1 CERTIFICATE OF LIABILITY INSURANCE
DATE IMINDat Yr7)
04 01 11
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER {S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If t certificate holder Is an ADDITIONAL INSURED, the policypes) muss be endorsed. If SUBROGATION 1S WAIVE DT subJect to
the terms and conditions of the policy, certain poticlee may require an endorsement. A statement on this certificate does not confer rights to the
eertilicato holder In lieu of such endorsemenl(s).
BROWN & MOWN OF FLORIDA INC
14900 Nff 79th Court Suite 9200
Miami Lakes FL 33016 - 5069
Phone:305- 364 -7800 Fax:305- 822.5687
COVERAGES
THIS IS TO CERTIFY THAT THE Pt3.ICIE8 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POIXTPETEOD
INDICATED. NOTWITHSTANDINOANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE NSURA•ICE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL 'THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
GENERAL LIABILITY
A X COMISRCTAL GENERAL 14t81UTY
WAIMS MADE a OCCUR
BENLAOGREGAYE miff APPI.IES KR:
7 n
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
WRED AUTOS
NON -OWNED AUTOS
Miami Beach Community
945 e�vl{r, Idi.+C�
Miami Heath FL 33 13g
TYPE OF INSURANCE
UMSRELUA LIAR
eXcESe LIAO
DEDUCTIBLE
RETENTION S
WORKERS COMPENSATION
AND EMPLOYERS' UABILITY Y IN
OrPIOE� E
(M In N$
OF OPERATIONS Deem
CERTIFICATE HOLDER
ACORD 25 (2009109)
1XAIMS -MADE
VISA
CIA
Miami Shores Villages
10050 NE 2 Ave
Miami Shores FL 33138
CERTIFICATE NUMBER:
WWI
GL850677
52032956
FUMY' MINDER
N
NAME:
WOMB
I NC. No, lEo1k
• REM
P MWIRWR NO 1; MIAMI5 9
INSURERA: Colony Insurance Company
INSURER B : FLORIDA RETAIL FEDERATION
INSURER C :
INSURER D : _
INSURER E
INSURER F :
(MMIererr )
09/06/10
03/09/11
(M
09/06/11
0
DESCRIPTION OF OPERATIONS LOCATIONS! (math ACO O 101,AddlUaa1RebmEiSchedule Umolt aglow leleq*Sd)
CANCELLATION
AUTHORIZED REPRESENTATIVE
The ACORD name and logo are registered marks of ACORD
INSURERS) AFFORDING COVERAGE NATO I
REVISION NUMBER:
EACH OCCURRENCE
taewuie to tamtu
PREMISES (Esaww.etroe)
MED EXP (Any one wean)
PERSONAL & ADV INJURY
GENERAL AGGREGATE
PRODUCTS- COMP!OP Aee
COMBINED SINGLE LIMIT
(6a actidenq
BOXY SWAT (Per person)
BODILY INJURY (Per sodden:)
PROPERTY DAMAGE
(Per a*denl)
EALS4 OCCURRENCE
AGGREGATE
OP 1D KR
1989-2009 ACOR ' CORPORA 10
NO. Net
LIMITS
EL EACH ACCIDENT
EL DISEASE - EA EMPLOYEE
El. DISEASE - POLIGY MIT
s 1,000,000
$100,000
$ excluded
$1,000,000
$2,000,000
$2,000,000
S
S
S
S
S
$
S
S
$
$
$500,000
$500,000
x 500,000
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL NE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
All rights reserved.
r r
LOCATION
Existing Garage Door
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
ONE STORY Z ESIDENC
BLDG DEPT ` ' V T
SUBJECT TO COMPLIANCE WITH ALL FEDERAL.
STATE AND COUNTY RULES AND REGULATIONS
FRONT DOOR
I o T TO BE COVERED
CITY
0 c
• •
• •
• •
• •
• • • • • • •
• • • • • • •
• • • • •
•• •• • • • •• • • •
• • • • •
RAMC ENGINEERING, INC.
FLORIDA BUILDING CODE, 2007. ASCE 7-05. EXPOSURE "C"
LOAD TABLE FOR WINDOWS / DOORS
TOTAL SQ.FT.
201.26
POS.PRESSURE NEG.PRESSURE
MARK DESCRIPTION WIDTH HEIGHT TRIB.A. ZONE NO #
P.S.F. P.S.F.
1 FIXED 26.5 74 13.62 45.59 -49.53 INT 07 -0201.05
2 FIXED 26.5 74 13.62 45.59 -49.53 INT 07 -0201.05
3 FIXED 26.5 74 13.62 45.59 -49.53 INT 07 -0201.05
4 FIXED 26.5 74 13.62 45.59 -49.53 INT 07 -0201.05
5 2- H.S. 13.25 63 5.80 46.52 -50.47 INT 1 07- 0813.08
6 2- H.S. 13.25 63 5.80 46.52 -50.47 INT 07-0813.08
7 2- H.S. 26.75 26 4.83 46.52 -50.47 INT 07- 0813.08
8 2- H.S. 26.5 48 8.83 46.52 -50.47 INT 1 07-0813.08
1 9 2- S.G.D. 36 80 20.00 44.43 - 48.37 INT 09-0210.07
10 2- S.G.D. 48 80 26.67 43.56 -47.50 INT 09-0210.07
11 FIXED 19 38 5.01 46.52 -50.47 INT 07-0201.05
12 2- S.G.D. 48 80 26.67 43.56 -47.50 INT 09 -0210.07
1 13 2- H.S. 18.75 63 8.20 46.52 -50.47 INT 07-0813.08
14 2- H.S. 18.75 63 8.20 46.52 -50.47 INT 07-0813.08
15 2- H.S. 18.75 63 8.20 46.52 -50.47 INT 07-0813.08
16 2- H.S. 26.75 50 9.29 46.52 -50.47 INT 07-0813.08
17 2- H.S. 26.75 50 9.29 46.52 -50.47 INT 07-0813.08
• • • •• ••• • •• ••
• • • • • • •
• • ••• • • • •
• • • • •
• • • • • • • •
• • • • • •
EXPOSURE ADJUSTMENTS .85
GENERAL NOTES:
I.
2 CONTRACTOR TO VERIFY ALL DIMENSIONS
3. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C"
4. FLORIDA BUILDING CODE, 2007
5 BUILDING'S MEAN ROOF HEIGHT : 15'
G MIN. BUILDING WIDTH: 30'
7, ROOF INCL. I8
8, APLICABLE ZONE: 4 (INTERIOR).
9 OCCUPANCY IMPORTANCE FACTOR: 1.0
• • CONSTANT: 0.00256
•
,•10. GCPI : 0.18
••• I I . Kd :.85
D. ITAWN BY
• • • • • • • • • • • • • • • •
• • • ••• • • • • • • ••• • • •
• • • • • • • • • • • • • • • • • • • •
• •• •• • • • •• •• •• •• • • • •• •• •
000 • • • 000 • • • • 0 00 • • • 000
REVISIONS
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JOB No:
edmond -bobs ir.wdw.11
SHEET
MIAM
COUNT'(
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
E.S. Windows, LLC
10653 N.E. Quaybridge Ct.
Miami, FL 33138
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 ControlDivision 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 (MD).
This NOA shall not be valid after the expiration date stated below. The Miam -Dade ;County Product Control
Division (In Miami Dade County) and/or the AM (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 miterial fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately
the use o f product within their BORA reserves the right
to revoke modify, or suspend Miami-Dade Product Division that this product or
to revoke this acceptance, if it is determined by
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 4000 Aluminum Sliding Glass Darer —LMI
APPROVAL DOCUMENT: Thawing No. W03 -100, titled "Series Aluminum Sliding Patio Door (LMI),
sheets 1 through 8 of 8, prepared by Al -Fatooq Corporation, dated 11/08/03 and last revised on Jan 30, 2009,
signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control
Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation: 1. Exterior ( positive) design pram= are limited to +70 PSF w / 2-1/2" sill & +80 PSF w/ 3-1/4" sill
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", herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 emiorsement 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. followed by
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and
the expiration date may be displayed in advertising literature. If any pion 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 Buildingafficjid.. • as i T his NOA revises & renews NOA # 08- 0477 03 consists of this page 1 and eiridence pagq j, . approval doc ment mentioned above. . " • .. • • • •
The submitted documentation was reviewed by Isbaq I. Chanda, P. E.
ViN
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAMER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375.2901 FAX (305) 375 -2908
wwwaniamidade.gov/bu ldingc0de
•.• ••• ••• ••• . •
,P404 No 0in1e.05
ExpinstfouVitte: Neer 2p4
' Approval'Datel April 01i 2004
Page 1 1
• .• • • ; • •
• • • •.• • •
• • • •: • ••
• • • •• •
• • • • • •; ••
••• • • • •
• • • • •
• • • •
• • •
• • • •
• ..
E.S. Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •
A. DRAWINGS (transferred from file # 08- 0477.03)
1. Manufacturer's die drawings and sections.
Drawing No. W03 -100, titled "Series-4000 Aluminum Sliding Patio Door (LMI),
sheets 1 through 8 of 8, prepared by Ad Farooq Corporation, dated 11/08/03 and last
revised on Jan 30, 2009, signed and sealed by Dr. Humayoun Farooq, P.E.
B. TESTS (transferred from file # 08- 0477.03)
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 FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wmd Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL -3908, dated
10/09/03, FTL -3909, dated 09/26/03, FTL- 3910, dated 09/30/03 and FTL-4287, dated •
09/22/04, signed and sealed by Joseph Chan, P.E. and Test Report No. ffL -4287, dated
09/22/04, signed and sealed by Edmundo Largaespada, P.E.
2. Additional test No. FM-5471, dated 01/24/08, per TAS 201/203 -94, issued by
Fenestration Testing Lab, signed & sealed by Michael Wenzel, P.E.
C. CALCULATIONS
1. Anchor verification calculation dated 01- 19-09, complying w/ FBC 2007, prepared by
Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E.
2. Calculations, and structural analysis, prepared by Al Farooq Corporation, dated
04/16/08, signed and sealed by Dr. Humayoun Farooq, P.E.(file # 08-0477.03)
3. Glazing complies with ASTMS- 1300 -02 & -04.
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 1204.01 issued to "EL DuPont DeNemours" for "Sentry
Glass ® Plus" dated 01/17/02, expiring on 01/14/07.
2. Notice of Acceptance No. 07- 1116.04 issued to EL DuPont De Nemours & CO., Inc.
for "DuPont SentryGlas ® Plus ", expiring on 01/14/2012.
F. STATEMENTS
1. Statement letter of compliance w/FBC -2007, dated Jan 19, 2009, signed by Dr.
Humayoun Farooq, P.E.
2. Statement letter of compliance and of no financial interest, dated 01/19/09, signed and
sealed by Dr. Ha mar= Farooq, P.E.
3. Statement of Lab compliance, part of above test reports.
G. OTHER ..
1. This NOA revises & renews NOA # 08- 0477.03, expiring Marci 1$ 2011.:: . • •
2. Previous related NOA(s) are NOA# 06-0606.02 and 04- 1117.p5a : .: j • • •
•t L Chanda, P. E.
... 'pdueligo :.1 Examiner
]4OA,No 0902
do : Wirth
• Apbroval» ate: itiprIl 01,449
E = 1
•
•
it kW.
MEAD SILL
CO
49 1/16' MAX.
1ST MAX.
192 MAX.
e �
drawing no.
W03 -100
eo of :
• SERIES•4000•ALTJM W
•
1
• DESIGN LOAD RA NO FOR 50.ORS TOA BE AS PER CHARTS SHOWN
ON SHF1 3.
•
Op _ .. p STED TO COMPLY WITH THE
• • REI P IREME N � T TS OF THE SADE�Z004/ 007 EDITION INCLUDING
• • • • r • HIGH YELaiiif HURBIGANE, ZOt(CA(I<M71 •
••• I • WOOD BUCKS , I CHORED PROPERLY TO TRANSFER
• • LOADS TO THE STRUCTURE.
ANCHORB•� E AS_US Q AS SHOWN ON DETAILS, ANCHORS
• • EMBEDMENT TO SABE MATERIAL �rBEYOND. WALL DRESSING OR STUCCO.
• • • • • i ANCHORIN% OR LOADING 0 NOT SHOWN IN THESE DETAILS
•
ARE NOT PART OF THIS AP�
• A LOAD OU IR %CREASE IS OSSIIP BESGN OF ANCHORS INTO WOOD ONLY.
• • MATERIAil BUT NOT PTO SIEELANTAL SCREWS, THAT COME INTO
OF 2 12U L T P RIDA BLDG.-WEE G MEET THE REQUIREMENTS
....
TYPICAL FLRVATION
TESTED UNIT
DOORS GLAZED WITH LAMINATED CLASS RATED FOR
LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS.
PRODUCTRINEWED
4rwtu
Asa p= . y., 0.07
EN:WNWWDs* _7TIM?,Pf
Division
ero3�o�
DESIGN LOAD CAPACITY - POP
(AU. 61 BB SHOWN B pR ThIS C SHEET)
P' WM
Noe
c wo
m80
NO REINFOR'G
MEDIUM RBINPOR'G
HEAVY REINP'0
EIR. (4)
IN!. (-)
ER!. ( +)
NT. (-)
EEL (+)
INT. (
1
aRVV3
80
70.0
80.0
70.0
80.0
70.0
80.0 •
70.0
80.0
70.0
80.0
70.0
80.0
-
-
70.0
80.0
70.0
80.0
-
-
-
-
70.0
80.0
-
-
-
-
70.0
80.0
XXVVI
SS
■
-
70.0
80.0
70.0
80.0
-
-
70.0
80.0
70.0
80.0
-
-
-
-
10.0
80.0
-
-
-
-
70.0
80.0
•
•
•
•
•
•
•
•
•
••
•
• • II
•
•
•
•
• • • •*. •
• • • ••
• • •
• • •
• •
•
•.:.,
• ••
• •
• • •
• •
•••
•
• . •.••
• 1
-v• •••
• I •
•
XO (S OXO41IW1IN) •
ox • • • • XXX • •
xx ••••
3/I8 H.S. GLASS
.080 INTER AVER
'DUPONT SUTACITE
3/18 H.S.
GLASS TYPE 'H
BtUCONE
XXX (SHOWN)
APPROWfl CONRHZURATION.
oxxo
XOXXOX;(10 0WN):
XxXO (SHOWN)
XXXX
SEE SHEET 3 FOR 1:0 OR ES DOORS WITH HEAW REINFORCING
USE SCHEDULE 'A' (SHEET 3) FOR ANCHORS
ON ALL SIZES THIS CHART.
PRODUCT RENEWED
aaapbto BO* Cab
d Shaft
Jtaxplaw D 2b/N/
C b40
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS)
AND FLORIDA'BUILDINO COMMISSION
DECLARATORY STATEMENT DCAOS- DEC -219
Ihr SOSMIUM HAMM rAA0a0
P1AeP
Ur?
a
DBffiION AOR AO A - POP
DIE CUSS TYPES 'A' OR 'B'
PAM VIMII
8=168
mg mg
a 431411
HEAVY REINP'° (SEE pyres- SHEEN 5)
81 1115 'A'
8CHEDUlE 'S'
EET. (4)
pNT. ( -)
ExT. (4)
NT. ( -)
g4° :R
so
80.0
103.0
80.0
103.0
80.0
103.0
80.0
103.0
80.0
103.0
80.0
103.0
80,0
103.0
80.0
103.0
30
39
98
80.0
103.0
80.0
103.0
80.0
999
80.0
103.0
30
38
100
80.0
103.0
80.0
103.0
00.0
95.0
80.0
103.0
•
••4
•
Drawing na.
W03 -100
•
•
•
•
31
O L OPO.
3r
PANEL TROTH
•
•
•
•
•
•
•
•••
•
•••
•
8' MAL TYP
•
•..._.
••••
• •
•
•
. ,U
37
PAWL ROTH
TYPICIAI Pi FVATI04(
• • • ••
• • •
• • •
• •
• • •
• ••••,.•
•• \
• •
•
•
•
••••
••••
• •
CLUSTER OF AN;XORS
SEE OMB. BELOW
SEE SHEET 2 FOR DOORS WITH MEDIUM OR NO REINFORCING
THE SHOWN EXT. (+) LOADS MIRE
3-1/4' DU. HEIGHT (OIL 81 ON SHEET 4).
REDUCE E1R. (4) LOAD CAPACITY TO
+70,0 PRE 1? 2 -1/2' SILL HEIGHT IS USE°
NT. ( -) 1.0505 REMAIN UICIWNGEO.
ANCHOR WART
WOOD
CONCRETE
BLOCK
HEAD
S81
JAMS
HEAD
DLL
JAMB
MOVIE 'A'
1/4' ANCHORS
1/4' ANCHORS
1/4' ANCHORS
1/4" ANW40R9
1/4' ANCHORS
1/4" ANCHORS
swum 1'
8/18' ANCHORS
1/4' DIDIORS
1/4' ANCHORS
8/18' ANCHORS
1/4' ANCHORS
1/4' ANCHORS
NOTE: AU. CUP ANCHORS - 1/4" DIA. (ITEM P10)
MULLON ANCHORS • #12 SAS (NO SHIM SPACE)
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-02/04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCAOS- DEC -219
mover wawa
esa nods
noteske
M
9/15 MIN.
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORSI SEE ELEV. FOR SPACINo
1 /4 ° OR 5/18° DIA. ULTRACONS BY 'ELCO' (Fu -177 KS. Fy.1SS KS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2 MIN. PENETRATION INTO WOOD
THRU IBY BUCKS INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4° MIN. EMBED INTO CONC. OR MASONRY
I/4" D1A_ TENS DR SELF DRRL4NO SCREWS PM s CRS)
INTO METAL STRUCTURES
STEEL 112 GA. MIN. (Fy - 38 KSI MIN.)
ALUMINUM : 1/8 THK. MIN. (8083 -T8 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1L2 SMS OR SELF DRILLING SCR EI
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. + 1/81
(NO SHIM SPACE)
YIa. EDGE DISTANCES
INTO CONCRETE AND MASONRY - 2 -1/2" MIN.
INTO WOOD STRUCTURE - SEE NAIL (A)
INTO METAL STRUCTURE • 3/4 MIN.
CONCRETE Fs ■ WOO PSI MIN.
MASONRY rm . 1800 PSI WIN.
,SEALANT;
AU. JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE /ALUMINUM COLORED SILICONE.
WEEPHOLES;
WI - 1 -3/4° WEEP NOTCH AT EACH END
W2 - 3/4 WEEP NOTCH AT EACH END
W3 - 3" X 1/4 WEEP HOLES AT 2" FROM EACH END
• •
•
• el
•
•41414 ....:..
1 /4 ° MAX.
S• ..f•
• •
••••
.•••
WAVY RF.INFORCINQ
AT INTERLOCK & ASTRAGAL STILES
drawing
W03 -100
•
Mira: •
•.1 ••
; .•
• 4
•
• •
• •
• •
•••1 ••
•
• •
'/� s •
i.•vi+ vim • •
JAN S 0 ZOOS
(lima! 5 of 8)
•
••••
•
•
•
•
••••N
• •
•••4
•
••••4
•
•
•
• ' • • • ••
1• Lv • • •
•
_`_i dGae_. rr
7�IM wsm�, �il
r aYr
•
•
•••
•••
•••
••••
•
••
SCREDI OPTIr - --
MEDIUM REINFORCING
AT EXT. INTERLOCK & ASTRAGAL STILES
•
•• •
• • R FORCIN
•••• N
ITEM #
1
2
IA
3
4
S
6
7
8
9
10
13
14
144
15
18
17
19
19A
20
21
23
24
26
2T
25
29
2SA
30
31
32
33
34
PART #
ES- 4001 -1
ES- 4402 -1
ES- 4003 -1
ES-4004-1
ES- 4005 -1
ES- 4000 -1
ES- 4097 -1
ES-4008
00 -4009
E6 -4010
ES -4013
ES -4014
ES -4019
623241M
028647DX
E8 -4015
/10X1 -1/4' PH MS
10X1' FK SMB
TA -35- 1935 -4201
#10X1 -1/4" PH SMS
2-1000
537
#10 PH SMS
#6232
284026
ES -4017
28 -4020
#10111/2" PH EMS
P38024411
gWANTTTY
1
2/ PANEL
AS ROE.
AS REOD.
AS REED.
AS REED.
2/ PANEL
2/ PANEL
AS 2200.
AS READ.
AS REC.
AS REOD.
AS REED.
AS RECD.
8/ PANEL
2/ CORNER
2/ MEN. PANEL
1/ ROLLER
1/ MOV. PANEL
2/ LOOM
1/ LOCK
2/ LOCK
1/ LOCX
AS 0200.
2/ PANEL
2/ PANEL
2/ OUP
AS REOD.
AS RE00.
AS (GOD.
2/ SIDE
DESCRIPTION
FRAME HERO
STD. FRAME ELI.
HI-RISE FRAME SILL
FRAME JAMB
TOP AND BOTTOM RAIL
LOCK SEE
WTERL0d1
FEMALE ASTRAGAL
TOP & BOTTOM RAG. STIFFENER
PANEL GUIDE (TOP ONLY)
RETAINER CUP, 8' LONG
GLAZING UNE
BOTTOM RAIL GLASS STOP
WcONE STOP
STILE & JAMB W'STRPPING
TOP RAIL W'BTRPPIN0
80TTOM PAIL 117RRIPPING
PMEL ASSY SCREWS
FRAME ASSY SCREWS
GLASS PANEL ROLLER ASSY.
ROLLER INST. SCREWS
MORTISE LOCK
LOCH INSTALLATION SCREW
LOIN STRIKE PLATE
STRIKE PLATE MOUNT. SORER
SREROR AND arum PULL
SILL RISER
FIXED PANEL CUP (OUTSIDE PANEL)
FIXED PANEL CLIP (INSIDE PANEL)
N9t8D PANEL CUP MEMO
1/4" X 1 -1/2" REINFORCING BAR
1/2" X 1 -1/2" REINFORCING BAR
3' LONG SELF ADHESIVE PILE PAD
SUWON
MATERIAL
6063 -T8
8083 -T8
6083 -T8
6083 -T9
6063-TB
8083 -T5
8083 -T5
0083 -T5
6083 -TB
0063 -TB
VINYL
ST. STEEL
ST. STEEL
PLATED STEEL
6083 -T6
8063 -TB
8003 --T5
STEEL.
STEEL.
WOO.
MANP. /SUPPLIER /RENAL
NOT SHOWN
GLASS PANELS. ULTRAFAB
GLASS PANELS, ULTRAFAB
GLASS PANELS
OARS PANELS
I -1/4" 0.0. WELLS
GLASS PANELS ONLY
0-32 X 1/2" PH MS, ST. STEEL
NOT SHOWN
(3) #6 -32 X 1/2" EH MS. ST. STEEL
FOR 0X0 00088
AT HEAD AND BILL
�. 6UM&
FLA. PI L0557
X341. SOM
PEODUCTIUMEWED
N° a
Iblimoks
.01
• •
••1•••
• •
••N•••
•
•
•••W••
•••••
• R
•• • ••
JAN
• •
•••R••
• •
.••.•.
•
•
•
••••
• •
• •
•
10 94 RLLEO
FIX. PA■EI. CUP
J/a x r x .090
ALUM ANGLE
MX. PANEL CUP
3/4 X X .090'
• ALUM ANGLE
•
• /
• 2 ° P NS
X
10 SMG
2 7'EO LEG
FAL PANEL CUP
ALUM ANGLE 090'
O
NOM
USE INTERLOCK b ASTRAGAL
TASLE says 2 • 3
x
XOX OX CONrIG1JRATIQAI mom= ggNgwS•
p2t Rarb.91•tlI
Auchusatiocf < ,i ZI O •
Eisphlka
•
• 4 • .•
••. S.
•
•
•
•
• •.
••
• .
•..
•
•
•
1.830 1.812
4.511
FRAME HEAD
1 I 1 1.317
PANEL TOP /BOTTOM RAIL
1.499 1,512
drawing no.
W03 -100
1.374
1.374
1.124
OO LOCK STILE
1.610
2.750
1.878
.082
1.812
ASTRAGAL STILE
SILL RISER
2.183
.050
1.972
ASTRAGAL REINFORCING
31
INTERLOCK REINFORCINGS
1385
OUTSIDE PANEL
FIXED PANEL CUP
INSIDE PANEL
FIXED PANEL CUP
FRAME TOP CORNER
•
•
Oa RETAINER VI •
••••
••••
• •
• • •
• • •
• •
.050
2.248
• 59
•
SCR&ER T6PleorrON RAIL
•
Ari DADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Cury -A -Tech Corporation
930 West 23 Street
Hialeah, FL 33010
SCOPE:
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
www.buldinacodeon line.com
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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 940 Aluminum Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W07 -59, titled "Series -940 Alum. Horizontal Rolling Wdw.
(L.M.I.) ", sheets 1 through 4 of 4, dated 08/06/07, prepared by Al- 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, 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 nlanufaetuler o. i : : • • •
distributors and shall be available for inspection at theyob Buiang•011cipl.: •: • •
This NOA consists of this page 1 and evidence page E, v as iglllapWtbval g1ogytheat Zndhttottleal=oie... •
The submitted documentation was reviewed by Manuel Perez, P.E.
••• •••
• •
• •
• • e .
• •
• ••• eve S.. •e• oboe • •
• • ••• ••• • • • • e
.e• • •• ••• • • ••e e e
• • • • • It sloe • • • • • e • •
• :' ::: .: 1QI'lA Iwo: 07-0813.d8I.'
Expiration Date: September 27, 2012
... Approval Date: September 27, 2007
••• • • •ee �agea ir 411
.
• e • • •
• • • :. • • : • ••• • • •
• • e • • S • 5 5 5 5S • • • e • •
• •• •• • e •• •• •• • • • • obe e•
000 • • • • • • ••• •
Cury -A -Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W07 -59, Sheets 1 through 4 of 4, titled "Series -940 Alum. Horizontal
Rolling Wdw. (L.M.I.) ", dated 08/06/07, prepared by Al- Farooq Corporation, signed
and sealed by Humayoun Farooq, P.E.
B. 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 FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of a horizontal rolling
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
5262, dated 07/14/07, signed and sealed by Carlos S. Rionda, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2004,
prepared by Al- Farooq Corporation, dated 08/01/07, signed and sealed by Humayoun
Farooq, P.E. Complies with ASTM E1300 -02
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08.
2. Notice of Acceptance No. 03- 0225.10 issued to Glasslam NGI Inc. for their "Safety -
Plus II - Laminated Glass" dated 08/07/03, expiring on 08/07/08.
3. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG clear
or colored Interlayer" dated 05/04/06, expiring on 05/21/11.
F. STATEMENTS
1. Statement letter of conformance, dated August 1, 2007, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter of no financial interest, dated August I, 2007, signed and sealed by
Humayoun Farooq, P.E.
3. Laboratory compliance letter for Test rIq FTL. 5262 "' sxad ly Fenestnstion • •
Testing Laboratory, Inc., dated 07/17/07, signed i a d ieeled by Catlps RRo id ,1'.E
•• OOOOO ... •
G. O
1. None.
• • .
• • • • • • • • •
••• ••• •
• • •
• • ••
• • • • •
•• •• •
•
E 5 • 5 • • • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • • •
Lie
o•
•.
• ••• negiPer
•
• • • • ii� Up� C
.y oIIt
- • ,•• -i • ice'
• •• • • NOA Mt 07 i> .1: •
Expiration Date: September 27, 2012
ApproyyiDpte: y §eutepii q,27.200'j
• •• • • • • • • •
• •• • • ••• • • •
• ••• • • • • • • • • •
•• •• •• •• • • • •• ••
• • ••• • • • ••• • .•
•
•
••
•
• •
•
8' MAX TYP.
HEAD /SILL
CORNERS
•
•
0 .41 0 •• ••
MEAD/ It MAX.
34 1/18
ELL OPG.
37 1/8'
VENT WIDTTHH
WIDTH
• • • • TYPICAL ELEVATION
• TESTED UNIT
• r
••••••
• • • i
• •
33 15/18'
D.L OPG.
S S- • •
ALiJM N HORIZON S IDING WINDOW
APPROVAI•APOLIEO TO SINGLE UNITS•OR SIDE BY SIDE
• • COMBINATIONS OF•H.S./HS. SI! INIRIZONTAL SUDING WITH OTHER
• • WINDOW TYPJS IN MODULE% 9 MORE WINDOWS USING
MIAMI -DADE COUNTY APPROVED• UWONS IN BETWEEN.
LOWER OBBIGN CRESSURE WOW VIINSOWS OR MUWON APPROVAL
•
• • •
WILL AFrLrTdARRE SYSSEM. 4141
w•• • • • •
1.• • • •THIS PROW NA! BEEN DESIGNED MID TESTED TO COMPLY WITH TH
REQUIREOIS IT8.Of•IHE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
*se'
• • HIGH VELOUR tatIRCANE 2011 Ora).
• WOOD BUCK! BY OTHERS, MUST•BEVENCHORED PROPERLY TO TRANSFER
•
•••• • LOADS TO STRUCTURE. • • • •
ANCHORSD SHALL BS AS USIA SPSCED AS SHOWN ON DETAILS, ANCHORS
see •
• • EMBEDMENT•TO Bfi! MATERIAL�d• BE•BEYOND WALL DRESSING OR STUCCO.
• • • • ANCHORING OR WADING COMEIROSIS NOT SHOWN IN THESE DETAILS
ARE NOP PATH• SF•THIS APPROVAL •
• • • • • • A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
• • ANCHORS INTO WOOD ONLY, " " "'�
• • • • • MATERIALS NOWOII{C.BUT NOT y861Td1•Tp jTEEL/METAL SCREWS, THAT COME INTO
• CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
•
• Of 2004•FIDRIUA BLDG. CODE SECTION 2003.8.4.
• • •
•••• - - ••• • •
• •
FALSE MUNTINS
SURFACE APPLIED
OPTIONAL
1/8' H.S. GLASS
OPTIONAL
STRUCTURAL
CHANNEL
APPLED
090" INTERLAYER
SAFLEX /KEEPSAFE MAXIMUM BY 'SOLUWA' OR
SAFETY PLUS BY 'OLASSIAM' OR
SENTRYGLAS PLUS BY 'DUPONT'
1/8' H.S. GLASS
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
DESIGN LAMD CAPACITY - PSI" (50 OR OX SEES)
WINDOW DIMS.
WIDTH
26 -1/2'
3r
53 -1/8'
74'
28 -1 /r
37'
83 -1/8
74'
28 -1/2'
3r
53 -1/8'
74"
28-1/r
3r
53 -1 /8'
74'
24'
38'
48'
so'
72'
24'
38'
48°
60'
72'
24'
38'
48'
so"
72'
24'
38'
48'
60'
72'
HEIGHT
26'
38 -3/8'
50 -5/8'
63'
24°
38'
48'
so°
WITHOUT
SHEAR COP
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
88.7
58.7
70.0
85.5
49.7
40.4
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
85.4
70.0
70.0
57.2
49.2
44.3
70.0
70.0
70.0
10.0
70.0
70.0
70.0
70.0
70.0
70.0
88.7
88.7
70.0
88.8
49.7
40.4
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
65.4
70.0
70.0
57.2
49.2
44.3
WITH
MAR CLIP
EXT.( +) INT.( - )
70.0 I 70.0
70.0 70.0
704 70.0
70.0 I 70.0
70.0 70.0
70.0 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70A
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
70.0 I 70.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
top DR. HINAVOUN
ST11 FAR000
P14 PE
AUG 0 7 2007
Approved n complying wl11 the
BARN(
L6ete
NOM i i1".Ug,WW..);
drawing no
W07 -59
(sheet 1 of 4
• •
•
••►
• •*
•••
•
• •
•
• • •
N•••••
M ••••
•• ••
• •
••••
•
•
•
•
•
••
Mfr �c•.�
f:
•••
• •
gin•••
• • '• < A
CAL ANCHORS
• SEE ELEV. FOR SPACING
.a '__ BT. •
^
••••
• PRECAST SILL
• • FOR PACITY USE COOUM1J•STOUT SHEAR CUP ONLY
IV MP
•_ - - -
ACITY
CLIPS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
2GY
WOOD BUCK
MIAMI -DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4 TAPCONS BY 'ELCO'
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -3/8 MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO CONC. OR MASONRY
1 -1/4 MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
C. OR
$14 SMS OR SELF DRILLING SCREWS
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8 THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
,#t4 SMS ORS F DRI LING SCREWS
INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .0801
(NO SHIM SPACE)
11' ./1.11 :.
INTO— CONGREFE - M0 MASONRY = 1 -3/4 MI PT AT REP CAST S
0J WOOD STRUCTURE = 1 MIN. k �•
•
ETAL STRUCTURE = -2
E a. MEETING _ • INS ` TION
REINS AMBS- SEA6ES S
WOOD BUCKS AND METAL STRUCTURES NOT BY CURV -A -TECH
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
W1 - 3/8 NOTCH IN LEG AT EACH END
W2 - 3/16" X 2" NOTCH 4 PER SILL
W3 - 3/18 X 2 NOTCH 3 AT XO & OX SIZES
OPEN CELL FOAM PAD (1/2"X 3/4"X 3 -1/4") AT EACH W3
W4 - 1/2 X 1/8 NOTCH AT SILL TRACK
AT 1 -1/4 FROM EACH END (XO OR OX SIZES)
ei
82x 0
I
i
drawing no.
W07 -59
4)
•
•
• •
//4.91•
•
•
• •
•
••••
•
•
•
• •.•
•
•••
• •
. •
•
•
•
•• •
. • :
lo g
E•
•
•
•
•
S.
• • TYPIQ • •••• •
• LSEE KG
• ••••
• •
•
••••
•
•• •• • • •
• • •
• •
2
3
4
5
8
7
8
10
11
12
13
14
15
18
17
18
i8A
19
20
21
PART #
10248
10845
10847
11822
10846
10250
10287
11823
C -3055
#8X1
10255
0-3081
0-3057
#8 X 3
QUANTITY
1
1
2
I/ VENT
1
2/ VENT
1/ VENT
2/ VENT
1/ VENT
4/ VENT
2/ VENT
4/ VENT
C -3058
C -3085
2/ WINDOW
AS READ.
AS READ.
AS RE00.
995
7918 -187
2 0. 04
4
3/ VENT
1/ VENT
AS READ.
DESCRIPTION
FRAME HEAD
FRAME SILL
FRAME JAMBS
H.D. FIXED MEETING RAIL
SILL TRACK
VENT TOP /BOTTOM RAIL
5/18• BOX SCREEN
VENT SIDE RAIL
H.D. VENT INTERLOCK RAIL
WHEEL HOUSING & GUIDE '
ROLLER PIN
VENT FACE GUIDE
WEEEPHOLE HOUSING & FLAP
ROLL FORMED GAZING BEAD
GLAZING COMPOUND
FINSEAL WEATHER STRIP
ASSEMBLY SCREWS
SWEEP LATCH
AS REED.
2/ VENT
ALUMINUM VENT LATCH
LATCH SPRING CUP
BRASS ROLLER
FIX. RAIL BOTTOM SCREW
SHEAR CUP
MATERIAL
808375
8083 —T9
9083 —TB
8083 —T8
8083 —T5
6063 —T8
8083 -TB
9063 —T8
NYLON
ST. STEEL
NYLON
NYLON OR CELCON
ALUMINUM
SILICONE
ZAMAK
8063 —T8
ST. STEEL
6083 —T8
HAND. /BUPPUER
DOW CORNING
PHP SUS
AT 7 -1/4' FROM EACH END
2' LONG
Xo TAYOU
OX OPPOSITE
/ f
I / / TYPICAL FUR ANCHORS
TYPICAL ANCHORS
E ELEV.
F
•
G
8
8
�I
A .
drawing no.
W07 -59
(sheet 3of 4
FRAME HFAQ
Q 8083-TT8
1.128
• .. ••
• •
•• ••.•••
J I 1.002
- 1.8847
••• • • ••
• • • 943
.. . -.24O
• • 3.312 • 2.312••.•
• •
• • • f" •••• .080
•5•••• 1 j
• s f J
• SHEAR CUP
•• •• • •• .l -
• .. N • �• 8083 -18
• • • MIME -Ufa S• •I.
•1 • • .. lOE • %• ••
- .•.•
••• • • •
FRAMF TOP CORNER
in
MI
BURRING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
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
www.buildingcodeonline.com
NOTICE OF ACCEPTANCE (NOA)
Cury -A -Tech Corporation
930 West 23r 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 Florida Building Cade ,
including High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Series 930 Aluminum Fixed Window - Impact
APPROVAL DOCUMENT: Drawing No. W07 -01, titled "Series -930 Aluminum Fixed Window (LMI.) ", sheets
1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007, signed and sealed by Dr. 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 Missile Impact 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 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, • • • • • • • • • •
This NOA consists o f t h i s p a g e 1 a n d e v i d e n c e p a g e as w e l l as a p p r o v a l d o c u m e n t m i u t i o n n 4 a b b e . . ... •
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
• ••••••• •
•• ••• •• • • • ••
••• • .• ••• .••
• • • •
• • • •
• • • • • •
• •• • • •• •
•
• • NOA No 074201.05
Expiration Date: April 12, 2012
Appso lJ ate;,ApI1 PIP •
• • • • • 1 •
• • . •.. rid •
• • • • • • • • • •
• •• ••• • • • •• •••
••• • • • • ••• • •
• •
• • •
••• • •
• •
•
Cury -A -Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W07 - 01, titled "Series -930 Aluminum Fixed Window (LML) ",
sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 01 -18 -2007,
signed and sealed by Dr. Humayoun Farooq, P.E.
B. 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 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 an aluminum fixed window,
prepared by Fenestration Testing Laboratories, Test Report No. FTL 5073(FTL06162),
dated 10/23/06 and FTL 5074(FTL06163) dated 11/09/06, both signed and sealed by
Edmundo Lagaespada, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, prepared by Al Farooq
Corporation, dated 01/18/07 signed and sealed by Dr. Humayoun Farooq, P.E.
2, Glazing complies w/ ASTME- 1300 -02
D. QUALITY ASSURANCE BY:
1. Miami - Dade County Building Code Compliance Office (BCCO)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 03 - 0421.01 issued to Solutia Inc for "Solutia interlayer
for laminated Glass ", expiring on 03/04/09.
2. Notice of Acceptance No. 03 - 0916.02 issued to Glasslam NGI, dba Nebula Glass
for "Safety Plus II", expiring on.08 -07 -2008.
3. Notice of Acceptance No.06 1205.10 issued to E.I. DuPont DeNemours for
"Sentry Glass® plus ", expiring on.01 -14 -2008.
F. STATEMENTS
1. Statement letter of conformance and "No financial interest ", dated 09 /18/03,
signed and sealed by Dr. Humayoun Farooq, P.E.
2. Laboratory compliance statements, part of respective test reports.
G. OTHER
1. Test proposal dated Feb 08, 2006 approved by BCCO.
E -1
•
•• ••• • • • • • ••
• • • • • • •
•
•• ••• •• • • • ••
Iskt�. t. C.4a
• q I. • (3harra, P. • • • •
odds Co2trvl E nmtbner • • •
• • NOA No 070201.05 • • • •
Expiration Date: April 12, 2012
APprPY0 I?ate: t�liF 7tr •
• • • • • • • • • • • • • •
• • • • •••• • • • • •
• • • • • • • • • • • • • • •
• ••• ••• • • • ••• •••
••• • • • ••• • •
as
WINDOW WIDTH
WINDOW WIDTH
WINDOW WIDTH
• •
•
WINDOW WIDTH
WINDOW WIDTH
•
•••-••• •-•S• •-•1""
• ALLOWABLE LOADS FIA ALTERNATE SHOWN ABOVE OR SIMILAR CAN BE
• VERIFIED BY intiltiNg PICTURE WITHIN SQUARE OR RECTANGLE AS
• i
( prow IN DOTTE%On AND OBT I &lc LE LOADS FROM THOSE SHAPES.
• •
SERIES 930 ALUMINUM FIXED WINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER
MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY
APPROVED MUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS
SHOWN ON SHEET 2.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
MATERWLS INCLUDING 911T NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4.
7 1
J
r
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
Engr: OR. kUMAYOUN FAROOO
STRUCTURES
RA. CAJ+. 7535
8 2007
HEIGHT — 4.125"
E WIDTH — 4.125"
fa ‘ u
U
I
N
is
drawing no.
W07 -01
¶
•
•
•
••
•
•
•
•
•
•
•
DESIGN LOAD CAPACITY - PEP
WINDOW DIMS.
WIDTH
18
24'
30'
38'
42'
4e'
84'
8o'
18'
24'
30'
38
42
48'
64'
80'
18'
24'
30'
38'
42'
48'
84'
80
18'
24'
30'
38
42'
48'
84
80'
18'
24'
30'
38'
42'
48
84'
ii'
6 S 8 .•
• 38'
• • 4 Z•
48'
• .IW•
24'
• 49v.
s .•
•.8Y•
• 48.
LENGTH
48'
84'
80
88'
72'
78'
•
GLASS TYPES
'A', 'B' OR 'C'
EXT. (4)
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
71.1
71.1
80.0
80.0
80.0
80.0
80.0
80.0
71.1
84.0
80.0
80.0
80.0
80.0
80.0
80.0
71.1
84.0
80.0
80.0
80.0
80.0
80.0
80.0 •
•• *VA •
✓ 84.0 •
80.0•
• •B9.,•
• 80.0
•804
INT. (-)
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
71.1
71.1
80.0
80.0
80.0
80.0
80.0
80.0
71.1
84.0
80.0
80.0
80.0
80.0
80.0
80.0
71.1
84.0
80.0
80.0
80.0
80.0
80.0
80.0
71.1
84.0 •
80.0
80.0
80.0;
80.0 •
GLASS TYPE
EXT. CO INT. (-)
704 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
90.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
•• 80.0 • 80.0 •• -••
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
Al •
• •
• 70.0 • 70. 0
70.0 • 70.0
J0.0 • 70.0
• 90I0• • 70.0
• MA• 80.0 • •
• 71.T • 71.1 - -
80.0 • 80.0 •4NB0• 70.0
• 80.0 . jq.0 70.0
. 60.0 80.0 70.0 70.0
• 80.0 80.0
.BSA• 80.0 ••.••
• •••••
•.••
• •
• • •
• •
DESIGN LOAD CAPACITY - PSI?
WINDOW DIMS.
WIDTH
18"
24'
30'
36'
42'
48'
18
24'
30'
36
42
LENGTH
9o'
9s'
GLASS TYPES
'A', 'B' OR 'C'
EXT. l +)
800
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
INT. C -)
80.0
80.0
80.0
804
80.0
80.0
80.0
80.0
80.0
80.0
80.0
GLASS TYPE
EXT. (4)
70.0
70.0
70.0
70.0
70.0
70.0
INT. C -)
70.0
70.0
70.0
70.0
70.0
70.0
NOTE:
GLASS CAPACRIES ON THIS SHEET ARE
BASED ON ASTM E1300 -02 (3 SEC. GUSTS).
3/18' HEAT STREN'D GLASS
.080' INTERLAYER
SAF EX KEEPSAFE MAXIMUM BY SOLUTIA
GLASS TYPE 'A'
3/18° HEAT STREN'D GLASS
SILICONE
DOW CORNING 995
k
GLASS TYPE 'B'
.100' INTERLAYER
SAFETY PLUS II BY GLASSLAM
3/18 HEAT STREN'D
SIU ONE
DOW CORNING
ID
WAND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
ITI4•9 1.1-1.04AI,
3/16' HEAT STREN'D GLASS 3/18 D GLASS 3/18' ANN. GLASS
.100' INTERLAYER
SAFETY PLUS II BY GLASSIAM
3/18' ANN. GLASS
GLASS TYPE 'D'
SILICONE
DOW CORNING 988
• N
0 u
0111
oiiio
CI x
drawing no.
W07 -01
(sheet 2of 5 )
•
•
•
•
•
••••
•
••••
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•
10111
•
••.. •
. • •
• • •
••• •••• • •
1BY
WOOD BUCK
IV:CCAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE EMS. FOR SPACING SEE ELEVS. FOR SPACING
pAgW -1d111M
n A1A.ILtL _
MWAI —DADE COUNTY APPROVED
MUWON & MULLION ANCHORS
SEE SEPARATE NOA
I
WOOD BUCKS AND METAL STRUCTURE NOT BY CURV —A —TECH
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1/4' TAPCONC
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
...�... :T a - a..
1 -3/8" MIN. PENETRATION INTO WOOD
U 1BY BUCKS
1 - EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
014 SMS OR SELF DRILLING SCRIMS
INTO METAL STRUCTURES
STEEL : 12 OA. MIN. (Fy = 38 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
1.1 a1 ORS F DWI I NG SCREt1PS
INTO MIAMI —DADE COUNTY APPROVED MUWONS
(NO SHIM SPACE)
ANCHOR EDGE DISTMC
INTO CONCRETE AND MASONRY = 1 -1/4' MIN.
INTO WOOD STRUCTURE = 3/4" MIN.
INTO METAL STRUCTURE = 1/2" MIN.
SEALANTS:
FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH
SILICONE SEALANT.
Engn DR. HUMAY0101 FAAOGO
EGRUCTOREN
RA. PE #_218557
VAX. MN
, .JA 007
drawing no.
W07 -01
sheet 3o1 tg
• •
••••
•
• • • • • ••
•4•••• • • •
• • • • •
• • • • ••••
•1 ••••
• • •
•
••••
• •
•
•... • ••
• •
• •
•
•••. • •
• •
MIAMI -CADE COUNTY MULLION
SEE SARA ANOA
4 • • •
• •
/
•1
•••• •• • •• ••
• • • • •
4 •••• • ••
• •
4 •••• • ••••
• • WINDOW WIDTH WINDOW WIDTH
TYPICAL ANCH
SEE ELEV. FOR
e1 154 *a 1
'inn OR. HUMAYOUN FAROOO
ERRUCRAIEB
FLA. PE 1
JAN 18 20U7
,--.
1
k
W07 -01
(shee 4 of g
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
MANP. /SUPUIER /EEMARIES
1
CU701
4
WINDOW FRAME
8053 -TB
-
n 11 a
_ S -03083
4
GLAZING STOP
8083 -T5
-
-
AS REDD.
SHEAR CUPS, 2° LONG
8083 -TB
AT ANCHOR LOCATIONS
DC 995
AS RECD.
GLAZING COMPOUND
SILICONE
-
8
-
AS RECD.
SETTING BLOCK
-
-
• •
• ••••
• •
• ••••
•
• ••••
•• ••
• •
••••
• •
• ••••
• •
• ••••
•
• ••••
• • • ••
• • •
• • •
• • • •
• • •
•
•• • •• ••
• • • • •
• ••
• •••• •
• • • ••••
•
••••
•
• •••
••••
•
•
• ••
• • •
• •
SPOT WELDED
JOINT
MITERED CORNER (OPTIONAL)
RECT. OR SQUARE WINDOWS
TYP. CORNER DETAILS
drawing no.
W07 -01