1022 NE 91 Terr (5)FINAL WIDOWS
I 32
Passed
° f
Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
i
'Inspection Number: INSP -4303
Inspection Date: 01/03/2006
Inspector: Grande, Claudio
Owner: SANTOS, JUAN
Job Address: 1022 91 StFOETNE --fit sf
Miami Shores Village, FL
Project: <NONE>
Contractor: HALLORAN CONSTRUCTION CORP.
Building Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Type: Imported Permit
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Permit Number. BP2005 -1052
Phone Number
Parcel Number 1132050010300
Lot:
Phone: 305 -545 -0405
Wednesday, December 28, 2005
Page 1 of 2
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2005 -1052
Printed: 8/10/2005
Applicant: JUAN SANTOS
Owner: SANTOS JUAN
JOB ADDRESS: 1022 NE 91 TERR
Contractor HALLORAN CONSTRUCTION CORP. Contractor's Address: 804 NW 7 ST RD
Local Phone:
Parcel # 1132050010300
Fees: Description Amount
FEE2005 -10954 Building Fee $200.00
FEE2005 -10955 CCF $4.20
FEE2005 -10956 Training and Education Fee $1.40
FEE2005 -10957 Technology Fee $5.00
FEE2005 -10958 Scanning Fee $3.00
Total Fees: $213.60
Total Fees: $213.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 1/11/2006 Construction Value: $6,480.00
Work: REPLACE EXISTING OLD WINDOWS WITH NEW IMPACT WINDOWS
Signed:
(INSPECTOR)
Building Permit
Page 1 of 1
Legal Description: WATERSEDGE PB 9 -141 LOT 3 & E15FT LOT 2 BLK 2 LOT SIZE 65.000 X 125 OR
AUG 1 0 KID
- � -1- -
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:
1022 NE 91 ST
FINAL IMPACT WINDOWS
CALL BEFORE GO AT (305)757 -6429
Passed
Inspector Comments I
a k/ ;e- /0 v,,, 0f?-. MD A i we,1
I / v
1.ia A "r / ' P 4 ,
x/ O ve work-e,
/JO /4--0
=
b`
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Owner: SANTOS,
Job Address: 1022 91
Project: <NONE>
'Inspection Number: INSP -3577
Inspection Date: 12/21/2005
Inspector: Grande, Claudio
Miami Shores Village, FL
Contractor: HALLORAN CONSTRUCTION CORP.
Building Department Comments
Tuesday, December 20, 2005
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit Number: 8P2005 -1052
Permit Type: Imported Permit
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number
Parcel Number 1132050010300
Lot:
Phone: 305 - 545 -0405
Page 1 of 2
Contractor's Company Name
Contractor's Address
City
Qualifier
Fee Now Due $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
ILDING
RMIT APPLICATION
FBC 2001
' =F
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) Ou ,j A bwo .cArt7bS Phone # 30,E ]_..S 7" 6 _
Owner's Address NE 7E/MC e
City cht1e1 • State F/.
Tenant/Lessee Name
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO
Job Address (where the work is being done) /022 N 7/ 76ak'/i('E
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit
itinued on opposite side)
!web ED
JUL 1 5 2005
Foci g/ 2 ,c7-F4
Ant State It
44/00r6.1
/%L bioil</v
/ .'z State Certificate or Registration No. ( as 6 ,j
Type of Work: ['Addition ['Alteration ['New El Rep /Replace ❑ Demolition
Describe Work: eEf i rr �r'y� S T zq O(c / t , v :n , llct we of e.W 21Ae)e Arfi2c +.'/2 i�
Submittal Fee $ Permit Fee $ Zi9p•✓ • $ • ?A) CO /CC
•• •
Notary $ Training /Education Fee $ j . '/() • Technology Fee $ 5 D-
Scanning $ 3 lfU� - Radon $ — • • Zoning. Bond $
• • • • • • • • • •
:ode Enforcement $ Structural Ala; geuiew. $ • • •
• • • • •• • • •
... • ••• •
...
•
•
•
•
..•
Zip 33l3s.
Phone #
Certificate of Competency No.
Phone #
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Permit No. 7 ZC 0 - ! / 051
Master Permit No. I
Zip &,)5 — 125- 535'1
Phone #30.5 5V$ o Vo,-
Zip 3 /'36
Square Footage Of Work:
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) n gew jf Anir_ erC'i}
Mortgage Lender's Address P 0 , .13 Q . /0q-S,
Cit 64'*1.1 g,c, State SIC
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: 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
Owner orAgent Contractor
The foregoing instrument was acknowledged before me this The The foregoing instrument was acknowledged before me this //l,
day of Q u t..`/ , 2065 by J7HN /' H 40 �'r9 ro5 , day of •�v � / tr , 20t�'v , by 4atidtegit7 Jli LO/Z
who is personally known to me or who has produced who is per kno to m� or who has produced
As identification and who did take an oath.
NOTARY PUB LA:
Sign:
Print: l C 77f Hi 8/4 fro
My Commission Expi
* * * * * * * * * * * * * * * * **
Chc 05/13/03
J
APPLICATION APPROVED BY:
ION EXP. 71
�.t
r.r`
s: RUTH M BRTTO
talkkIN PALK noT & QF til' FLORIDA*
COMMISSION NO. Q a �`
• • .•• •
• • • • • •
• • • • •
• • • • • • •
• • • •• •
• ••• • •••
My Commission
* * * * * * * * * * * * * * * * * * * * * * * * **
** * * * * * * * * * * * * * * * * * * * * * * * * * *4 y* ** * * * * * * * * * * * * * * * * * * * * * *
•• • • • •••••••
• . • • . • • • •
.- •-•-•-•-• • • •
• ••• • • • • .. •
•
•• • • • •• ••• ••
Engineer
• •
• •--•-•
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• • .•
• • •
• •••
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• • ••• • • •
• • • •
• •• • • • •• •• •
• ••• • • • ••.
Zip 271f20 _ /6'
as identification and who did take an oath.
NOTARY PUBLIC:��,� l
Sign: '
Print: / �► R ! % r
rein 1 if 1. Dri
pires: RUTH M P,RITO
Nor PUBLIC STATE OF FLORIDA �
MY COMMISSION EXP. APR. 21,2001
Plans Examiner
Zoning
M
**
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED nereoy gives notice that improvements will be made to certain real
property, and in accoraance with Chapter 713, Florida Statutes, the following Information
is provided in this Notice of Commencement.
1. Legal description of property and street /address: li
cM/vs/
o c2-2„ /1�6 e? 7r - c - e
.37
/ Se etS Ld 3 3/ Sr
2. Description of improver tjnt: O � d / 0 4 iviA6 ono 14 ,--777/
LG myo,9 -cf ,, / i� - h/'1 . @ADE 67/49 A/414o)
3. Owner(s) name and address: c�u/ &6O .04
! O a 2 N I / 7 me ":9,714e
avirilez
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 06174) #
Spf - AM/ 7 m gr.
5. Surety: (Payment bond reauired by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
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,
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:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is s
Signature of 0
Print Owne -s Name
Sworn to anc suoscr
Notar,•
I rm.: Ivota ^ "s N
M\' com"^Iss :on expire;
•• ••• • •
•
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,c_ 3g/36 .
• .•.
• • •
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before me this a v of . 20
•
•
• a
•
• •
• • •
• • • Aaaress:
• • •
• • •
MEGAN E. HALLORAN
MY COMMISSION # DD 31591.
2 008
• • ▪ : .: 1� • Boiled ttlp Notary ' Undenrrhe
•
••• • • • ••• • •
Prepared ov
56 x 52
master bedrm
38x40
bathrm
fr bed
9 1 1 16 x52
fll!IIJI
56 x52
lounge
•
Santos
1022 ne 91st terrace
181/2x51 1/2 181/2x51 1/2
• • • • • • • ••
•• •• • •• • • • •
X As/ hung windows
NOA 03 -0602.01
q?-f
Y •
• • • •
•
(1)
kitchen
38 x 37 1/2
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breakfast room
391 /2 x39
laundry
pantry
tv room
36 x 57
C7
.Q 1/2 x 591/2
55 3/4 x 51 3/4
521/2 251/2
....
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-',Lu6_ \ T3
s
MIA M MADE
a
BUILDING CODE COMPLLVICE OFFICE (BCCO)
.PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Bell -View, Inc.
150 Industrial Blvd.
Wrightsville, GA 31096
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 area 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•BuiIding Code.
including the High Velocity Hurricane Zone.
DESCRIPTION: Series PA-20 Aluminum Single Hung Window — Large Missile Impact Resistant
APPROVAL DOCUMENT: Drawing No. W0 -03. titled "Series PA -20 Alum. Single Hung Window (L.M.I.)",
sheets 1 through 4, dated 01110/04, with revision A dated 04/05/04, prepared by A1- Farooq Corporation. signed
and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the iVliami -Dade County Product Control Division.
INIISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••
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
LABELNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Nfianri -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a mnewal 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 it 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. stiatt #roviuec tc� 'die user by the manufacturer or its distributors
and shall be available for inspection at S jovsite 3t throlltitst 6C the Building Official
This NOA revises and replaces NOA I O�25. add consisfs ° of this page 1 and evidence pages E -1. E -2 and
E -3, as well as approval document mentioned above.
The submitted documentation was reviewed by l ,nt Perez,
• • ii Q G C c
• cc o a c c c o
u
6 a . 0.I . .:Y .
c
NOA No 03 -0602.01
Expiration Date: March 13, 2009
Approval Date: May 27, 2004
•
Page 1
•
Bell -View, Inc.
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W04 - 03, titled "Series PA -20 Alum. Single Hung Window (L.M.L)"
Sheets 1 through 4 of 4, dated 01/10/04, with revision A dated 04/05/04, prepared by
AI Farooq Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 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 Resistance Test, per AAMA 1302.5.
along with installation diagram of specimens`. D, G, K, and M for PA 202 and
specimens: A, B, C, M, N, 0, E, F, H, I,1 L for PA 20131 PA 203, consisting of an
alum. single hung window 53 -1/3" widc x 74 -1/3" high x 2 -3/4" dcee with 4
different laminated glazing options, consisting of 3 specimens with 2 tites of 1/3"
annealed glass and 7 specimens with 2 Iites of 3/16" annealed glass, prepared by
American Test Lib of South Florida, Report No. ATL- 10:3.02 -01, dated 05/14/02,
signed and sealed by William R. Mehner, P.E. and Henry Hattem. P.E.
Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AA,MIA 1302.5.
along with installation diagram of an alum. single hung window 4' 5 -1/3" wide x 6'
2 -1/4" high x 2 -3/4" deep with 3/16" annealed glass, prepared by Miami Testing
Laboratory, Report No.11'1TL- 16727, dated 4/12/96, re- issued on 7/2/96, signed and
sealed by David Gale Ober, P.E. (Submitted under VOA ,#96- 0716.06)
3. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced. Entry Resistance Test, per AAA 1302.5.
along with installation diagram of an alum. single hung window 3' 1" wide x 5' 3"
high x 2 -3/4 "deep with 1/3" DSB annealed glass, prepared by Miami Testing
Laboratory, Report No.1JITL- 16728, dated April 2, 1996, signed and sealed by
David Gale Ober, PA. Otibiiet ¢nae; 06- 0716.06).
• • •
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
• •
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• ••• • •
Manuel Perez,
Product Control
NOA No 03- 06 1
Expiration Date: March 13, 2008
Approval Date: May 27, 2004
•
•
Bell -View, Inc.'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AAMA 1302.5.
along With installation diagram of an alum, single hung window 3'1-1/3" wide x
3'2-1/2" high x 2 -3/4 "deep with single strength SSB annealed glass, prepared by
Miami Testing Laboratory, Report No.MTL- 16729, dated April 2, 1996, signed
and sealed by David Gale Ober, P.E. (Submitted under NOA #96- 0716.06).
5. Test reports on 1) Large Missile Impact Test, SFBC PA 20L -94
2) Cyclic Loading Test, per SFBC PA 203 -94
along with installation diagram of an alum. single hung window 53 -1/3" wide x
73" high x 2 -3/4 "deep with 1/3" DSB annealed Dupont Sentryglas, prepared by
American Test Lab of South Florida, Report No.ATL- 0113.01 -96, dated 3/16/96,
signed and sealed by Gerard B. Sullivan; P.)T:,(Submitted under NOA #96
0716.06)
C. CALCULATIONS
1. Comparative Analysis and anchor calculations prepared by Al- Farooq
Corporation, dated February 10, 2004 and revised on 4/22/04, signed and sealed
by Humayoun Farooq, P.E_
2. Comparative Analysis and anchor calculations prepared by AI- Farooq
Corporation, dated 11/29/96 and 5/5/98, signed and sealed by Humayoun Farooq,
P.E. (Submitted under NOA #96-0716.06).
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. NIATERIA.L CERTIFICATIONS
1. Notice of Acceptance No. 01- 0608.03 issued to E.L DuPont DeNemours for
"Sentry Glass (R) Plus" dated 01/17/02, expiring on 01/14/07.
2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding
L.L.C. for "SAF -GLAS Polycarbonate Laminate" dated 01/02/03, expiring on
12/16/07.
• • .. • • • • • • • •
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•.• . • • ... • •
• Manuel Pe ' .E.
Product Control ' er
NOA No 0 602.01
Expiration Date: March 13, 2008
Approval Date: May 27, 2004
Bell -View Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of compliance, dated February 17, 2004, signed and sealed by
Humayoun Farooq, P.E.
2. Statement letter of no financial interest, dated February 17, 2004, signed and
sealed•by Humayoun Farooq, P.E.
3. Letter from Tabas, Freedman & Soloff, P.A., attorneys at law office transferring
and releasing ownership of engineering and product approvals from Binnings Pan
American to Bell -View, Inc., signed by Joel L. Tabas.
4. Bill of Sale dated September 9, 2002between Binnings Ad- Vantage Holdings,
LLC and Bell -View, Inc. for a total of five NOA's, with notarized signature of
Thomas M. Divine, authorized officer.
G. OTHER
1. Notice of Acceptance No. 00-0225.04, issued to Binnings Pan American for their
PA -20 Aluminum Single Hung Window, approved on 05 /05/00 and expiring on
03/13/03.
•• • • • • • • ••
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• • • • • GZ/jii • • • • • •
• • • • • • • • • • Manuel P P.E.
• • • • •• •
••• • ••• • • • • Product Contr e ` miner
NOA No ' 3 -0602.01
••• • • • • ••• • • Expiration Date: March 13, 2008
• • • • • • • • Approval Date: May 27, 2004
• • • • •
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53.0
330
530
530
53 0
530
53 0
03 0
03 0
54 5
33 0
530
530
51.1
46 6
GU53 7771 • r / • 0'
Exr
600
600
60o
to 0
60 0
60 0
600
60 0
60 0
60 0
60 0
600
100
60 0
100
600
100
60 0
440
60 0
60
60 0
60 0
100
60 0
60 0
100
100
600
60 0
1 10( -)
73 0
73 0
75 0
76 0
73 0
73 0
75 0
73 0
730
73 0
73 0
73 0
73 0
75 0
73 0
73 0
70 0
75 0
75 0
73 0
75 0
73 0
750
710
75 0
70 0
73 0
730
730
73 0
• N0. 94 PARENTHESIS WDICA E NO. OF ANCHORS PER 1AND.
z
1 /V' ANN. GLASS
.013' AONESAI BY 53.0.
070• POLYN:IRBONATE SY 3L0.
.013' 40IIESNL BY SAO.
1 /I' AA& GLASS 1 1
S6YONE
OOW COILING 995 •
DOW CORNING 660
S40.EE- I1011EHFAO
TRELTCLAIE S -500 z
5
GLASS TYPE 'L'
or ANN. 0535
.000 O/TERLA LA
'DUPONT SLSIR(GLAS PLUS'
1/6' Mkt GLASS
GLASS TYPE
0.7 00144446 353
43 CCRIwIG 436
SCria1- 11CREriTAO
TREICLAIE 5-503
3 1/1' 0443 rm.
MAID /SAL CC+D1.33
1465E II.A.Uq
(Ii4$
.1V it LiS7D
1.
CL SS TYPE •C•
3
3/11' ANH 64 35
015 AC/.ESI.E 51 SIG
070 POLICAR•ifulE I( S10
013' A6W 26.E Br 340
3/11' MN CLASS
$4.401.04
036 COSN946 963
56• CC.L• 433
SCHALE- MCRL.IE.D
T0EUZLAIE 5 -SC4
44 1 /6'
1.1.411 MOTH
53 VI'
•94036 610144
IsrpIrit EI EVATIO
!WED WW1
CLASS TYPE
\ 3/16' ANw GLASS
030 WTERLAITR
'C..I3.1 SEI•TR.CLAS PUNS'
3/16 ANN. GLASS
S.uC01.1
DCA CCNNIIG 613
L:6 00643643 SE0
SCHN E- WCEENE D
rrIE1T:IAzs S -5443
•
•.••
• • •
•.
THF5E WIDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REOu1RE0.
D13 PROOULT IS 0E01644E0 TO COILPLY WITH THE 106H VELOCITY HURRY-44E
KBE Ci THE 3001 7103134 6uiW113 Cal.
*000 BACKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS 70 THE STRUCTURE.
ANCHORS SHALL BE AS LI5TEO. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBE0MEIR TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSINJ OR STUCCO.
AICHORWG OR L0A04116 COLID17ICNS NOT SHOWN IN THESE DETAILS
ARE MOT PART OF 1 4LS APPROVAL
I4A64ffi31 TAR000
mamas
ILL PE 11537 YOOUCT REVISEO
GAR 1016 .4coww4u1614134 Ih40*
86463 C..l.
Am7u.1o.1 No
4
APR 2 6 1001
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4 -L...1
Ala 13.1.1 f� la!
I. 1G .
1NIA. dL Product C
131,L o
•
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•
• • •
•• •• ••
• • •
• • ••
•
• • •• •
SERI = 21L
PAAL)t SINGI E H W !MOW . •
DESIGN LOAD RATIIIGS FOR THESE WINDOWS TO BE AS PER
CIURT SMONN ABOVE.
OI
.•
APPROVAL APPLIES TO SINGLE U44175 OR SIDE BY SIDE COLBINATIONS
OF S H. /S H. OR S11. WITH OTHER WIDOW TYPES IN MODULES
OF TWO OR WORE WW00w5 U504 APPROVED MUWOIIS.
09
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r
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YVPIG1 ANCI.ORS
SEE ELEV. 1041 SPACIY•
•
•
•
1
TYPIL'ALJAALr•114lti; SEE ELEV. FOR SPACING
1 /4 TAPC0I15
INTO 2BY WOOD BUCKS OR W000 STRUCTURE
I -3/8' MIN. PENETRATION INTO W000
THRU 1BY BUCKS YITO CONC. OR DIRECTLY INTO CONC.
1 —I/4' MIN. EMBED INTO CONC. (3000 P51 MIN.) 1,1
THRU 1 BY BUCKS INTO MASONRY OR DIRECT Y IHTt IIASOHRI ;, 0
1 -I/4' MIN. EMBED INTO MASONRY
J'J ' J 1C• !•
12 SUS OR SELF ORIIIIING SCREWS
INTO WALD —DADE COUNTY APPROVED MUL c $(,c1'10
(NO SHIM SPACE)
TYPO:LL *irx IIISTANCE
INI0 CONCRETE A1.0 MASONRY • 1 -1/4' MW. -•a , 1;•0
IN10 *000 STRUCTURE ■ 1' MIN.
SEALANL
APR 2 8 2004
W000 BUCKS NOT BY BELL—VIEW INC. MUST SUSTAIN
10105 IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
au(10 CO
(1 (1
I:1p Co C.
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SEALANT.
1 1 •
•
NEEPHOLES;
WI 1 -1/2' X 3/16' WEEPHOLES AT 2 -1/4' F12011
EACH END
4.y C 1141114101.41 ?M000'
1TELIMALS
Fla ►L 1 11!!7
CAN. 1.111 II•LuUCT kk,!'ISEU
a. mm p11I4 .ul As Eladda
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MANE HEAD
MEETING 1WL
1.375
1 V — IF- -.o52
1.082
VENT TOP RAIL
MEW BOTTOM RAIL
FRAME SILL
1.783
2.895
1.250 -
1.878 --
FRAVE J.41.19
1.000 -
! 1
VENT LATCH
.CH
.7831 r
( T
.907
.528
GL11 NG BEAD
1.250 1
08
..11
VENT SCE RAIL
1.250
1.250
JRAME C9RITERS MAIL
VFM CORNER OF1AIl
•• ••
• •
• • ••••
• • •
•• • ••• •
• •
••
•
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GT :. _ :7 71000
u .9 591 9 R01 1 0CT •tVPTCN
orolaft, es MAO,
0.131.4 Cob
APR L 6 2004
M ▪ W
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theft 4 e 41
MI /t71 /1Uib F73:b 47th E.4 - 24JZ
MI _
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
P.O. Box 1529
Nokomis, FL 34274
SCOPE:
b LC=V1tW 1N1; YHUt tS1
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAMER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, PLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 be 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. R 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: 1 "x Std. Wall - Aluminum Tube Clipped Mullions
APPROVAL DOCUMENT: Drawing No. 6620 -1, titled " 1" STD. Wall Mullion Arrangement Detail ", sheets 1
through 5 of 5, prepared. signed and sealed by Robert L.Clark, P.E., dated 5 /26/04, with revision "A" on 5/3/04,
hearing 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
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
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, advertisiug 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 revises NOA # 02- 0701.05 and, consists of this page 1 and evidence pages E -1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
• • • . • • • • •
• • •
• • • •
•
•• ••• •• • • • ••
• • • •
•... • • •• ••
• •• • • ••••
•• • • • • • • • • • • • •
• • • • • • • • • •
••• • •.• • • •
• .. • • • • • • • • •
• • • • • • • •
• • • ••• • • • •. • •
• ...• • • •
• .. .. • • • .. ..
NOA No 04. 0528.04
Expiration Date: June 28, 2006
Approval Date: July 08, 2004
Page 1
CIO( Cl L /ZC7F1'S CT3: L
PGT Industries
btLL - V1tW ,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
Manufacturer's die drawings and sections.
2. Drawing No 6620 -1, Sheets 1 through 5 of 5, titled "1 Std. Wall Mullion
Arrangement Detail ", prepared by manufacturer, dated 5/26/04, with revision "A"
on 5/03/04, signed and sealed by Robert L. Clark, P.E.
B. TESTS •
1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94
along with installation diagram of a pair of fixed alum. windows (00
configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. Flt'L - 2902, dated
01/05/01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 00-0912.05"
2, Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, PBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94
along with installation diagram of a pair of fixed alum. windows (00
configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated
01/05/01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 00-0912.05"
3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 - 94
along with installation diagram of a pair of fixed alum. windows with a transom
lite (0/00 configuration) mulled together with a lx 2 x'/a" wall vertical mullion
and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed
by Antonio Acevedo, P.E.
"Submitted under NOA# 00- 0912.05"
C. CALCULATIONS
1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated
08/20 /00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E.
"Submitted under NOA# 00. 0912.05"
Theodore Berman, P.E.
• • • • • • • • • • • • • • Deputy Director, Product Control Division
• • • NOA No 04- 0528.04
• • • • • Expiration Date: June 28, 2006
• • • ••• • • • • • •• Approval Date: July 08, 2004
E -1
• • • •
• • • • • • • • •
• • • • •
• • • • • • • • • •
.• • • • • • • • • • • • • •
• • • • • • • • • • • •
•1• • • ••• • • • •
.. • • • • • • 1• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • • •
• 60 • • • • • • • • •
0 • • • • • 0 • • • •
UN /t71 /1UU bi 5ti q
Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, dated March 16, 2001, signed and sealed by
Robert L. Clark, P.E.
"Submitted under NOA# 00- 0912.05"
2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed
by Robert L. Clark, P.B.
"Submitted under NOA# 00 0912.05"
3. Laboratory compliance letter for Test Reports No. FTL -2902, FrL -2903 and
FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30,
2001, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 00- 0912.05"
G. OTHER
1. Letter from consultant stating that the product is in compliance with the Florida
Building Code (FBC).
Theodore Berman, P.E.
• • • • • • • • • • .Deputy Director, Product Control Division
• • NOA No 04- 0528.04
• • Expiration Date: June 28, 2006
•• • • •• ' ' ' ' • Approval Date: July 08, 2004
E -2
• • •
• • • • • • • • • • • •
•
• • • • • • • •
.. • • • • • • • • • •
• • • . • • • • • •
..• • •.. • • •
•
.•. • • • • •
• • • • •
• • • ..•
• • • • • • •
• •. •. • •
.•• • • • •
LC-VIEW-114
• •
• •
• • •
.. ••
1 t34
GLAZING
PRODUCT
)
(
/
M1
TYP.
MULLION
GLAZING
GLAZING
PRODUCT
PRODUCT
TYP.
MULLION
:T
GTR •
. • UWABLE • •
ICES • • •
4141 4141 .. ..
442 .
••..
• •
•• •
••.
41•.
• •
••..
• •
410•0 .00.
• ..
• • •
• •
INTITY AND LOCATION
D 5
ANCHORS:
TYPE.13"
C 'OR'D"
BOTH ENDS
GLAZING
PRODUCT
H - HI 4-112
(1) WINDOW MULLED
WIONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5 '
MAX OPENING = H OR H1+112
MULL LENGTH = W
A
P;;�HORS:
TYPE 11;
.C. OR .b"
BOTH .ENDS
H
f_wi ---Hw2
W
Wm W14112
H - Ht#H2
K2
(2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
!A 1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR W 1 +W2
MULL LENGTH = H1
R. n e' .:
/04
F.K. 5/3
A►vrn d ai. P.J.P.
ANCHORS:
TYPE . E
T OR 'D
807H ENDS
Chid er
-
Ib
vex
4/28/00
MULTIPL
FOR DETERM,
DESIGN PRE
ON PAGE 5
M3) MAX OPENING
MULL LENGH1
M4) MAX OPENING
MULL LENGTI
TO BE USED ONLY WITH, PGT !NDU.
•
•
•
L P.c.r.
uvulas,
MIN.
(TYP)
18 ( i lYP
STAGGERED ON
OPPOSITE SCES
(SO AS NOT 10
INTERFERE Y.
EACH OTHER)
ILION TO MULLION INSTALLATION TYPE ^ A"
• • •
• • •
• • • • • • • ••
• • •
• •
•••• • • • •••• •
• • •
•• ••
• • •
• •
• „ BUGO
0 • • • •
•
• • • • • • • ( • • 1 MIN.
• • f
•
• • b. .p
• • • •
• • • •
... • •
•
• A:* •
OF ANCHORS .REQU)RED
.00ATIONS SEE SHEET 3.
ILL—TO—CLIP IS THE SAME
FROM CLIP—TO—OPENING.
-2902, 2903 AND 2975
OR
,p12 £m.1 (1991)
ALL FASTENERS
musr RE DICE COUNTY'
APPROVED. SEE NOTE 11
.• • •••!". .••• • .
arl •
CAL. MULLION TO STRUCTURE WITH
WOOD BUCK TYPE 8".
112 p.H. SAS.
STAGGERED ON
OPPOSITE SCES
(SO AS NOT TO
INTERFERE wino
EACH OTHER)
SEE Kw /7
PRODUCT EMUS
/12 w000 scam (1991)
ML l PENETRATION Imo
WOOD BUCK ALL FASTENERS
MUST RE LADE cowry.
APPROVE,. sr( NOTE 11
MN.
MIN.
• • •
VAC P.,
sr
(S0 AS cc
EACH 0
SSE NO
a
IL
UN.
. . •
,„ CCNC
• •, .• • SIRUI
TYPICAL MULLION TO STRUCTURE WITH WOOD
BUCK REMOVED FROM CONC. TYPE "C",
Rend ElyjDate:
FiC 5/3/04
&awn by:
P.J.P.
flaserialierr
Efy:
Date:
4/28/00
%PPP cc
TYPICAL MULLION TO STRUCTURE WITH
WOOD BUCK AND CONC. TYPE "D",
TO BE USED ONLY WITH PGT INDU.
Mir
R411411011
A —AL
A
O
O
2
14 MAX
1" MULL CLIP
TWO (2) ANCHOR LOCAJIONS
EXTRUSION DWG / 1099
PRODUCT WISED
Dol als41I1 " die F1 4
an Cada
8 MIN. FROM
ENDS (TYP) .
- '4
MAX.
Fs
MIN -I LA 1 -J
1 " MULL CLIP
FOUR (4) ANCHOR LOCATIONS
EXTRUSION 014C 1 1099
R
1" MULL CLIP W
FOUR (4) ANCI-
£X7RUSION D
F.K. 5/3/04
Crown By:
P.J.P-
4
ILJ
1 " MULL CLIP W
TWO (2) ANCF
TO BE USED ONLY WITH PGT INDU:
Cke tir 10a t. :
4/28/00
L
c
0
-e -=
Ex7RU510N t
0
0
Ravbbra
A - AL
• • •
•. •
• • .•. •
• • ••••
• •
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•
• •
•
• •
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• • •
•
•
• •
••.
• • •
.••
• .• •
• •••
•
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• •
1
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•
•
• •
3 ••••
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•
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3
4
PRODUCT Uv$
n emPhils web Or The*
Said% Cs*
Acceptant No OkR2C04
t
x STD. WALL MULLS
MAT'L: 6063 -T6
1'
F ;T
1
3
4
TO BE USED ONLY WITH PGT INDU.
tad By Ch 8y: cat.: Revision. +
F.K. 5 /3 /a A - AL
Dons
Drawn 8y:
P.J.P.
Dovenp
4/28/00
c
c
c
• ■ •' • •• OPENING WIDTH IN INCHES
55
52
50
49
49
49
49
49
-170
44
41
39
38
38
38
38
_
_
31 29
27
26
25
25
25
25
27 24
23
22
21
20
20
20
23
21
19
18
18
17
17
17
17
16
' . • 141.
..128
119
112
108
106
106
106
' • . 127 •
115
106
100
96
93
92
92
..
105
95
87
81
77
74
72
71
90
81
74
69
65
63
61
59
83
74
68
63 1
60
57
55
53
65
59
53
49
46
44
42
40
53
47
43
39
37
35
33
31
43
38 35
32
30
28
27
24
30
27
24
• ■ •' • •• OPENING WIDTH IN INCHES
;�• 7Q'' :80
90
100
110
120
130
160
. 171-14.:170
-170
170
170
170
170
170
". 17(1'
170
170
170
170
170
170
.. 170....170
170
170
170
170
170
170
— ' 170••'•170
162
158
157
157
157
157
'_,, 15Y;;;; ;143
' 134
127
124
122
122
122
' . • 141.
..128
119
112
108
106
106
106
' • . 127 •
115
106
100
96
93
92
92
..
105
95
87
81
77
74
72
71
90
81
74
69
65
63
61
59
83
74
68
63 1
60
57
55
53
65
59
53
49
46
44
42
40
53
47
43
39
37
35
33
31
43
38 35
32
30
28
27
24
30
27
24
22
20
19
18
16
28
24 22
20
19
; 17
16
.
PRESSURE IN PSF.
01/
Red
F .K. S /J /04
Drawn ey:
Horizontal Mull
Opening
Width
Mull
Length '
�Opening�
Width
P.J.P.
CMd Br I Dclr.
4/28/00
Mill •
Length
Mull
Length
'Opening
Width
— AL
a
U
a
cr
lL
Multiple Mulled Units n l
TO BE USED ONLY WITH. PGT lNOU.'
.. • • • • • ... • •
•
•
• •
• •
•
.. • • • .. ... ..
•
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • ... • ...
• • ... • • • • .. •
• • • • • • • • •
• • • • • • • • • •
• .. • • • .. .. •
• • ... • • • ...
a
M1AMI•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
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
T.M. Window & Door Co.
601 N.W. 12 Ave.
Pompano Beach, FL 33069
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 Code ,
including High Velocity Hurricane. Zone of the Florida Building Code.
DESCRIPTION: Series 338 Aluminum Fixed Window- Impact
APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series -338 Aluminum Fixed Window (Impact.) ",
sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on 12- 05 -03, 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 of this page 1 and evidence page as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA No 03 -0925.04
Expiration Date: January 08, 2009
Approval Date: January 08, 2004
Page 1
TYPICAL ANCHORS
EE ELEV. FOR SPACING
it
L ANCHORS
)R SPACING
a
J
0
vc
x
METAL STRUCTURES
(STEEL OR ALUM. 1/8" MIN. THICK)
STEEL : Fy - 36 KSI MIN.
ALUMINUM : 6063 —T5 MIN.
tn
2 BY
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
1BY OR 2BY_
WOOD BUCK
DADE COUNTY APPR,D MULUON
SEE SEPARATE NOA
WOOD BUCKS NOT BY TM WINDOWS, MUSI SUSIAIN LUAU)
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO
THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" TAPCON$
INTO WOOD STRUCTURES
1 -3/4" MIN. PENETRATION INTO WOOD
THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO MASONRY
DIRECTLY INTO MASONRY OR CONC.
1 -1/4" MIN. EMBED INTO MASONRY OR CONC.
114 DRII I FLEX OR SELF DRILLING SCREW$ (SAE GRADE 5 Fy MIN.e92
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
.114 SM$
INTO APPROVED MULLIONS (NO SHIM SPACE)
SEALANT:
FRAME CORNERS SEALED WITH SILICONE.
D.L. OPG.
EXTERIOR
WINDOW WIDTH
1/4" SHIM
MAX.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE 18557
C.A.N.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
KSI)
Appeoved
as complying with the
F7 AU t1wt41 a C.O.
Or
WOAI O
MINA Dab
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(sheet Id 4
drawing no.
W03 -52
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPUER /REI(ARKS
1
GW- 35277 -A
4
WINDOW FRAME
6063 -T6
-
2
1296
AS READ.
GLAZING STOP TUBE
6063 -75
-
2A
PW-338
AS READ.
GLAZING STOP TUBE
6063 -T5
-
3
SPA -1960
AS REOD.
GLAZING STOP EXTERIOR ANGLE
6063 -T5
-
4
BPA -1960
AS REOD.
GLAZING STOP INTERIOR ANGLE
6063 -75
-
5
-
AS RE00.
GLAZING TAPE. FULL LENGTH
-
3/16' X 1/2'
6
d10 X 1'
-
FRAME ASSEMBLY SCREWS
-
P.H. SMS
7
110 X 1 -1/4'
-
GLAZING STOP SCREWS
-
P.H. SMS
8
S500
-
GLAZING COMPOUND
SILICONE
TREMCO TREMCLAZE
8A
6E1200
-
GLAZING COMPOUND
SILICONE
GE
1.000
.750
L656
3.375
() WINDOW FRAME
--{
* F
,750 — E {I
L___ --14 --.062 TYP,
GLAZING STOP TUBE
y.750 r
7
.750
L.062
l J GLAZING STOP TUBE
n GLAZING STOP EXTERIOR ANGLE
L
.125
.125
M -1.500
-1 .750
1.500
1
1.500
TYP. CORNER DETAIL
Er.7r: DR. HUMAYOUN FAR000
STRUCTURES
FLa PE ,t 16057
CAN. )538
Approved at coal**
Merida Wan Cab with the
KW veadaLaw
Wiwi Polk hydra •
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drawing no.
0
0
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0
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0
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3d
n
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9
x
6" ANN. GLASS
060" POLYESTER
SAFETY PLUS
.010" PET
060' POLYESTER
SAFETY PLUS
TYPE 'A'
SAFETY PLUS'
;LASS INTL. INC.
1/8" ANN. GLASS
SIUCONE
0 3/16' X 1/2" 995
DOW CORNING
GLAZING TAPE
L&T STREN'D GLASS
J INTERLAYER
KOL -UQ. RESIN
PE 'C'
:AL CORP.
O SIUCONE
TREMCO TREMGLAZE
S500
i
Z
3/16" ANN. GLASS
.060" POLYESTER
.010" PET
.060" POLYESTER
-3/16" ANN. GLASS
GLASS TYPE 'B'
'GLASSLAM SAFETY PLUS'
BY NEBULA GLASS INTL INC.
3/16" HEAT STREN'D GLASS
015 ADHESNE BY S.I.G.
.070" POLYCARBONATE BY S.I.G.
.015 ADHESIVE BY S.I.G.
3/16" HEAT STREN'D GLASS
3/16" HEAT STREN'D GLASS
#10 X 1 -1/4"
P.H. SMS
AT 22" 0.C.
88 SIUCONE 88 SIUCONE
TREMCO TREMGLAZE TREMCO TREMGLAZE
S500 S500
FLIMP
GLASS TYPE 'D'
, SAF-CLAS .
BY SECURITY IMPACT GLASS HOLDING INC.
GLAZING OPTIONS
O 3/16" X 1/2"
GLAZING TAPE
e
N
GE1200
FROM ENDS
3/16" TEMP. GLASS
.015 ADHESIVE BY S.I.G.
.070" POLYCARBONATE BY S.I.C.
.015 ADHESIVE BY S.I.G.
3/16" TEMP. GLASS
SILICONE
INSTALLATION
ERS
_ PARS
I(�� T MD)v!m n C04#1141 Ina Ns
n.r s -fib 8 1 4
MAO o
MYsIDude OMNI
GLASS TYPE 'E' By S1,w4 1. L,LAKsi A.
'SAF -GLAS'
BY SECURITY IMPACT GLASS HOLDING INC.
-1
OPTIONAL
I J I
I I , ,
b 7C =_ - -J t tl --
I I - 'I II
11 I 1 II
11
,1 11 1 1 1 11
II 1 I II
1 11 1 I 11 11
___l. 0 J t tI ___
,I II I ,I II I,
11 I 11
,, 11 1 - /�.% 11 N 11
I I I 1 ,I 1I I,
- - -IT -- x -tr _,, - iT
1 II I I II
11 11 I 1 1 11 11
,, 11 I ,1 U 11
II II II 11
11 II 11 11
D.L. OPG.
WINDOW WIDTH
TYPICAL ELEVATION
Engr ER. MUMAYOUN FAR000
STRUCTURES
F.A. PE # 16557
CAN. N. 538
JEC 1 200:
HEAD /SILL
SERIES 338 ALUMINUM FIXED WINDOW
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES
OF TWO OR MORE WINDOWS USING APPROVED MULLIONS HOLDING
CURRENT NOA.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE AND TO BE REVIEWED BY BLDG. OFFICIAL
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR 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: .
z
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U
0
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zz
X
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r
W
V)
0)
0
0
'
n
to 0
O 0 C.
O r
O
J
0 -
< • 2 °°
U
c�x
Q -m ro
O
ZWZ
3Z ;L C g
aSPLO
0
0
0
c
0
U
9
0)
9
0
id
UI
3
a
0
0
drawing no.
W03 -52
(sheet 1 of 4
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE . D'
CLASS TYPE 'E'
WIDTH
LENGTH
EXT, ( +)
INT. ( -)
EXT. ( +)
INT, ( -)
EXT. (+)
INT. ( -)
EXT. ( +)
INT. ( -)
EXT. ( +)
INT, ( -)
36'
42"
48'
S4•
128
X X
X X
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
xx
x X
X X
X X
XX
XX
XX
X X
95.0
95.0
XX
XX
XX
XX
XX
xx
xx
xx
95.0
95.0
XX
X X
XX
XX
XX
XX
XX
XX
95.0
95.0
36"
42'
48'
54'
132
XX
XX
XX
XX
XX
XX
xx
xx
95.0
95.0
X X
X X
X X
X X
X X
X X
X X
X X
95.0
95.0
XX
XX
XX
XX
XX
XX
XX
XX
95.0
95.0
XX
X X
XX
XX
XX
XX
XX
xx
95.0
95.0
36'
42'
48'
138"
XX
XX
XX
XX
XX
XX
XX
XX
95.0
95.0
X X
X X
X X
X X
XX
XX
XX
X X
95.0
95.0
XX
X X
XX
XX
XX
X X
XX
XX
95.0
95.0
J8'
42'
48'
144'
XX
XX
XX
XX
XX
XX
XX
XX
95.0
95.0
XX
X X
XX
XX
XX
XX
XX
XX
95.0
95.0
XX
.
XX
•XX
XX
XX
XX
XX
XX
95.0
95.0
TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'E'
1 INT. ( -) EXT.
( +) INT.
( -1 EXT.
( +) INT,
( -) EXT,
( +) INT.
( -)
EXT. ( +)
INT. ( -)
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
54.6
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
47.8
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
47.8
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
X X
57.9
57.9
75.0
75.0
90.0
90.0
95.0
95.0
X X
54.6
54.6
75.0
75.0
90.0
90.0
95.0
95.0
X x
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
52.3
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
X X
57.9
57.9
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
X X
75.0
75.0
80.0
80.0
95.0
95.0
X X
X X
X X
72.0
72.0
72.0
72.0
95.0
95.0
X X
X X
X X
72.0
72.0
72.0
72.0
95.0
95.0
X X
X X
X X
72.0
72.0
72.0
72.0
90.3
90.3
52.9
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
X X
56.0
56.0
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
X X
XX
XX
75.0
75.0
80.0
80.0
95.0
95.0
X X
X X
X X
72.0
72.0
72.0
72.0
90.3
90.3
XX
XX
XX
XX
XX
XX
X X
82.1
82.1
XX
XX
XX
XX
XX
XX
XX
75.3
75.3
X X
58.9
58.9
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
X X
75.0
75.0
87.4
87.4
95.0
95.0
X X
X X
X X
75.0
75.0
77.7
77.7
95.0
95.0
XX
XX
XX
XX
XX
XX
XX
92.9
92.9
XX
XX
XX
XX
XX
XX
XX
84.5
84.5
XX
XX
XX
XX
XX
XX
XX
77.4
77.4
X X
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
X X
75.0
75.0
90.0
90.0
95.0
95.0
X x x x X X X x x x ••••• •• ••
X X x X x x X X x )C X X X X x X X x X X X X )C )C x X:
X X X X X X X X x X x X x x X X X X x X X x )C X x x:
x x
X X
75.0
75.0
77.7
I
r- H X lx l x lm lg l x x x X. E x x x x lmi x X x lgl X XX
95.0
95.0
XX
X X
X X
XX
XX
95.0
95.0
X X
X X
XX
X X
XX
94.9
94.9
XX
X X
X X
XX
XX
86.2
86.2
XX
XX
XX
XX
X X
79.0
79.0
X X
X X
75.0
75.0
90.0
95.0
95.0
X X
X X
75.0
75.0
90.0
95.0
95.0 '.
XX
XX
X X
XX
XX
95.0
95.0
XX
X X
XX
X X
XX
95.0
95.0
X X
XX
X X
X X
XX
89.3
89.3
X X
X X
X X
X X
X X
81.2
81.2
x x
X X
75.0
75.0
90.0
95.0
95.0
X X
X X
75.0
75.0
89.7
95.0
95.0
xx
X X
XX
X X
XX
95.0
95.0
XX
X X
XX
XX
X X
95.0
95.0
xx
xx
XX
X X
XX
95.0
95.0
XX
X X
XX
XX
XX
86.4
86.4
X X
X X
75.0
75.0
90.0
95.0
95.0
XX
XX
XX
XX
XX
95.0
95.0
xx
xx
XX
XX
XX
95.0
95.0
XX
X X
XX
XX
XX
95.0
95.0
X X
X X
X X
X X
X X
91.3
91.3
X X
X X
75.0
75.0
90.0
95.0
95.0
XX
xx
X
X X
X
95.0
95.0
X X
XX
X X
X X
X X
95.0
95.0
X X
X X
XX
X X
XX
95.0
95.0
DESIGN LOAD CAPACITY X PSF
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
LENGTH
EXT. ( +)
INT, (X)
EXT, ( +)
INT. (X)
EXT. (+)
INT. (X)
EXT, (
INT. (X)
EXT. ( +)
INT. (X)
19 -1/8"
26 -1/2'
37'
53 -1/8'
26 ,
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
82.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
7.5.0 '
75.0
90.0
90.0
95.0
95.0
19 -1/8'
26 -1/2'
37•
53 -1/8'
38 -3/8•
82.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
59.8
59.8
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
19 -1/8'
26 -1/2
37'
53 -1/8'
50 -5/8'
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0 .
45.3
45.3
59.0
59.0
75.0
75.0
85.3
85.3
95.0
. 95.0
19-1/8'
26 -1/2'
37'
53 -1/8'
63•
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
57.6
57.6
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
XX
XX
XX
X X
75.0
75.0
81.3
81.3
95.0
95.0
19 -1/8'
26 -1/2'
37"
53 -1/8"
74 -1/4
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
62.0
62.0
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
X X
X X
59.0
59.0
75.0
75.0
90.0
90.0
95.0
95.0
XX
XX
XX
X X
75.0
75.0
81.3
81.3
95.0
95.0
ACITY - PSF
L
1
J
w
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
EnQr: DR..HUMAYOUN FAR000
STRUCTURES
FLw PE 16557
CA.N. 3539
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0
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8
z
x
4
drawing no.
W03 -52
sheet 2 of 4