HomeMy WebLinkAboutNOA - ALUMINUM FIXED WINDOW E t : RECEIVED iREVEWE El))' FOR
MIAMPDADE a�t��:'j� ��. �` MIAMI-DADE COUNTY
0E CORD i MNUE
J A N PO*DUCT CONTROL SECTION
St.Lucie Counrty � )UN I '°11805 SW 26 Street,Room 208
EV
DEPARTMENT OF REGULATORY AND EiCiQP?lttt MIC RESO ER) 7 Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION URG DIVISION Z T(786);315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA) (s www.miamidade.gov/building
CGI Windows and Doors,Inc.
3780 W 1041h Street I1
E COPY
FEaleah,FL 33018 1`�
SCOPE:
This NOA is being issued under the applicable rules and regulations governing, the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section 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
Section(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. RER reserves the right
to revoke this acceptance if it is determined by Miami-Dade County Product Control Section 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."Sentinel 130" Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No.PW130LMI-NOA,titled"`Sentinel' Series 130 Fixed Window-
LM", sheets 1 through 7 of 7, dated 05/22/19, with revision A dated 05/07/20, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, 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
Section.
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,
model/series, 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 usenby 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 and renews NOA# 19-0603.02 and consists of this page 1 and evidence pages E-1,E-2,
E-3,E-4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0519.09
MUNTY Expiration Date: September 22,2025"
Approval Date: October 10,2020
T8/31/)20
Page 1
i
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0510.13)
2. Drawing No. PW130LMI-N6A, titled Sentinel 130 Alum Fixed Window
L.M.I. S.M.I. " sheets 1 through 7 of 7 dated 05/22/19 re tired b manufacturer,
� )� ).� g � �p p, Y
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under NOA No.19-0603.02)
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 20,1-94
3) Cyclic Wind Pressure Loading per FBC,_TAS 203-94
along with marked-up drawings and installation diagram of a series 560 aluminum
sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-19-8916, dated 04/10/19, signed and sealed by Idalmis.Ortega, P.E.
(Submitted under NOA No.19-0603.02)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p'er FBC, TAS 202-94
2) Water Resistance Test,per FBC, TAS 202-9,4
3) Small Missile Impact Test per FBC, TAS 201-94
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 a series 130 and 410
aluminum fined windows, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-19-8917, dated 04/09/19, signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.19-0603.02)
3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a;series 7500 PVC fixed
window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, .prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No.15-0413.03)
Manuel erez,P:E:
Product Control Eg er
j NOA No.2 0519.09
Expiration Date: September .2,2
Approval Date: October 10,2020
E-1 I
i
{
CGI Windows and Doors,Inc.
-NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA,S (CONTINUED)
B. VESTS (CONTINUED) 1
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 20:1-94
3) Cyclic Wind Pressure Loading per FBC,TA-S 203-94
along, with marked-up drawings and installation dia am of a series 7400 PVC project
p g _ ��' p J
out window, to qualify.DuPont "Butacite" PVB; interlayer, Duraseal® and Super
Spacerg insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No.15-0413.03) a
5. Test reports on: 1)Uniform Static Air Pressure Test, Loading p'er FBC TAS 202-94.
2) Large Missile Impact Test per FBC, TAS 20l1-94
3) Cyclic Wind"Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 238 aluminum fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056.WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E.
(Submitted under NOA No. 15-0413.03) 1
6. 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 F13C,'1TAS 202-9�4
4) Small 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 a Sentinel 130 aluminum
-fixed window,prepared by Hurricane Test Laboratory, Test Report No.
HTL 0080-0130-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No.10-0510.13)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated July 15, 2011, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E. i
(Submitted under NOA No.17-0918.07)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE I
1. Miami Dade Department of Regulatory and Economic Resources (RER)
Manuel Perez,P.E.
Product Control Ex i r
i NOA No.20 0519.09,
i Expiration Date: September 2
Approval Date: October 10,2020
E-2
i
CGI Windows and Doors,Inc:
NOTICE O F ACCEPTANCE: EVIDENCE SUBMITTED
"
1. EVIDENCE.SUBMf TED UNDER PREVIOUS NOA's (CONMUED
E.,. MATERIAL CERTIFICATIONS I"
L Notice .of Acceptance No, 17A968.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" date 12/28/17, expiring on
2. Notice of Acceptance No. 17-1114.14.issued to Kurara merica, Inc. for their
P Y
"Trosifol® Ultraclear, Clear and Color PVB Class Interlayers" dated 01/18/18;
expiring>on 07/08/19.
Acceptance No.-18-0301.06 issued to Eastman Che m ical.Com an MA)3.. Notice of Accep � p Y(
for their"Saflex CP -Saflex and Saflex HP'Composite Glass Interlayers with PET
Core".dated 05/17/18, expiring on 12/-11/23.'
4. Notice of Acceptance No.-17-0712.05 issued to Eastman Chemical Company,(MA)
for their"Saflex Clear and Color Glass Interlayers" dated 09� 07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, complying With FBC 61h Edition (2017), dated May
23, 2010, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E.
(Submitted under NOA No.19-0603.02) ;
2. Statement letter of no financial interest, dated May 23, 2019, issued by manufacturer,
signed and sealed by A. Lynn Miller, P.E.
(Submitted under-NOA No.19-0603.02) `
3: . Proposal No. 19-0219 issued by the Product Control Section,dated March 13, 2019,
signed by Ishaq Chanda, P.E. `
(Submitted under NOA No.19-0603.02).
4. Notification of Successor Engineer for manufacturer's NOA document per Section
61G1-5-21.001 of the Florida.Administrative Code, notifyingoriginal engineer that
the successor engineer is assuming full professional,and legal responsibility for all
engineering documents pertaining to this NOA,.dated.May 22, 2019, signed and sealed
by.A'.Lynn Miller,P.E.
(Submitted under NOA No.19-0603.02)
5. Laboratory compliance letter for Test Report.No.HTL-0080-0103-10, issued by
Hurricane Test Laboratory, LLC;dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No..10-0510.13)
6. . Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray'
America, Inc.,--as well'as Duraseal®and Super Spacer®Standard warm-edge
flexible insulating glass spacers, dated December 16, 2014, iss ed by RER;Product
Control Section, signed by Jaime Gascon,.P. p.e isor, Product ntro ection.
(Submitted under NOA No. 15-0413.03)
Manuel erez,P E: .
Product Control.Ex r
NOA No.20 519.09
1;Expiration Date: September , 1:2
Approval Date: October 10,2'020
E-3
CGI.Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
G. OTHERS
1. Notice of Acceptance No. 17-0918.07, issued to CGI Windows land Doors, Inc. for
their Series "Sentinel 130"Aluminum Fixed Window-L.M.I. a roved on 11/22/17
,Pp
and expiring on 09/22/20.
i
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. PW130LMI-NOA, titled "`Sentinel'I Series 130;Fixed.Window - LM",
sheets 1 through 7 of 7, dated 05/22/19, with revision A dated 05/07/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ;
i
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 2011-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
CGI Windows and Doors, Inc., representative units listed below and tested to qualify
Dowsi1791 and Dowsil 983 silicones, per Proposal#19-1155TP, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
PGT Industries, Inc. test specimens:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal)
FTL-20-2107:3,PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and
FTL-20-2107.4,.PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E.
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window(unit 1 in proposal)
-2 -2 .2 I A23 Alum. utswin Casement Window unit 2 in proposal)FTL 0 108 , CGI C 8 O g ( p p )
FTL-20-2108.3, CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal)
FTL-20-2108.4, CGI PW410 Aluminum Fixed Window (unit 4 in proposal) and
FTL-20-2108.5, CGI SH360 Aluminum Single Hung Window (unit 5 in proposal)
all dated 08/24/20 and signed and sealed by I almis Ortega, P.E
Manuel Perez,P.E.:
Product Control Ex r
NOA No.20 0519.09
Expiration Date: September- ,2
Approval Date: October 10,2020
E-4
. I i
and a CGI Windows Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCIE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn-_
Edition (2017), dated 07/15/17,prepared by Al-Farooq Corporation, signed and
i
sealed by Javad Ahmad, P.E., updated t6c6mply with FBC 7th lEdition (2020), on
05/11/20 by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
i
D. QUALITY ASSURANCE
1.. Miami-Dade Department of Regulatory andEconornic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 18-0725.11 issued to"Kuraray Ame ica,Inc. for their
"Kuraray SentryGlas®XtraTM(SGX1'm) Clear Glass Interlayer"dated 05/23/19,
expiring on 05/23/24. ,
2. Notice of Acceptance No: 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
3. Notice of Acceptance No. 18-0301.06-issued.to Eastman Chemical Company (MA)
for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 05/17/18, expiring on 12/11/23.
4. , Notice-of Acceptance No. 17-0712.05 issued to E Istman Chemical-Company (MA)
for-their "Saflex Clear and,Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance;of complying with-FBC 61''Edition (2017), and
FBC 711 Edition (2020),.dated May.07, 2020, issueid by manufacturer, signed and
sealed by Anthony Lynn Miller,,P.E.
2. Statement letter of no.financial interest;dated May,,075 2020, issued by manufacturer,
signed and sealed by Anthony Lynn.Miller; P.E. b
3. - Pro osai No. 19-1155 TP.issued by the Product Control Sect
p io , dated January l0,
.
2020, signed by Ishaq Chanda,P.E.
G. , OTHERS
1. Notice of Acceptance No. 19-0603.02, issued to CGI Windows and Doors, Inc. for
their Series ."Sentinel 130"Aluminum Fixed Window - L.M.1. approved on 01/03/19
and expiring on 09/22/20.
UAVA
j Manuel Perez,P:E.
Product Control Ex4mme r
NOA No.20 51 19.09
jExpiration Date: September' ,2
; Approv{1 Date: October 10,2020"
E-5 ii
FLANGE WIDTH 48" 49" - 'NPICAL ELEVATIONS LAM. GLASS
_ BUCK WIDTH FLANGE WIDTH
OPG. g D.L. OPG. D.L. OPG. INSULATING L4M.GLASS
m ANCHOR SPACING SHOWN HEREIN APPLICABLE SMALL MISSILE IMPACT
6' MAX. 16' MAX N �d� i TO FLANGE AND FLUSH FRAMES.- LARGE MISSILE IMPACT-
�p 8 M �8, - SEE SHEET 2 FOR FIN FRAMES.
HEAD/SILL A A3 SHORTER o Al C M' -
CORNERS SIDES m y.URVFp. OUR m� .
96"
o BUCK HEIGHT
U
10
.4 - 4--
II II c, II II II II oF�FI
= o — II � II _ = o _ II ;, II _ = p _ II � II _ zo �Y -1 II III II
II II �m � II II � � II II ��" m
II II II II II II a.
6" MAX. 17" MAX.
CORNERS STRAIGHT SIDES
IL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
B 3 81
i3
TYP. FLANGE & FLANGE F MUNTINS 18" MAX. LEA
" MAX. 18• MAX.
• (SURFACE TYP. EQUAL SHORTER HEAD/SILL SHORTER
APPLIED) SIDES CORNERS SIDES 3 3 3
ADAPTOR FRAME OPTIONAL LEG FRAME i�w. w1DTHei
-. WINDOW WIDTH WINDOW WIDTH I I -
_ WINDOW WIDTH WINDOW, WIDTH WINDOW WIDTH
SERIES 130 SENTINEL ALUMINUM FIXED WINDOW — LMI OW -I
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. F 'zJ` /
APPROVAL APPLIES TO"SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. % o z
WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED - Z 3
MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 3 �' •� 3
WILL-APPLY-TO-ENTIRE SYSTEM.-
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE W. WIDTH
2017 (6TH EDITION) & 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY �"I .
HURRICANE ZONE.(HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED
Tn7
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED
ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE w WITHIN SQUARE OR RECTANGLE.AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
CORROSION_ RESISTANT,_SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS.
SPECIFIED EMBEDMENT TO BASE-MATERIAL-'SHALL-BE-BEYOND'WALL-DRESSING"'OR-STUCCO`-' — "o Wile: - ---- — -----"Dmw Ri -- �— `- - Y LYNA/_
o Impact Resistant 11 0�`.... .., M� ,
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE 3 SENTINEL SERIES 130 FIXED WINDOW-LM AGK ®Windows&Doors ��' �icENSF •�(
HIGH IMPACT, NON-METALLIC AND NON_COMPRESSIBLE. - EMSM01111 R tea•'. •:��
De..riplton: N0.68705 +
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME,INTO..CONTACT TYPICAL ELEVATIONS 05/22/19ennes I r' od.�aa.c,aa
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 2020 PRODUCT REVISED �,r�r,
as comp)ying with the Florida
FLORIDA BLDG. CODE & ADOPTED STANDARDS. / Building Code Revision: Rev.By. R. Dote: PREPARED BY LYNN MILLER,•;. S I J
NOA-No. 20.0519.09
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE Ex Iraelon Datei 9122I2025 ANCHOR TYPES, UPDATED TO FBC 2020 JR 05/07/20 N.VENICE F0302 TECHNOLOGY O�, STATE OF C(,
SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING -AJ �`s'••.<ORIOP,.•'�G��\
IU NOT SHOWN SEACT ANDINTHIS DRAWING AROUND NARE TOING RBEAANALYZED 8EPARATELYTION STAND TO BE Mlemf_p Product C trot ANCE ETC. BSeries/Nadel: Scale: Sheaf: O swing No. IRAI
-
CONDITIONS (941)480.1600PW-130 LM NTS 1 OF 7 PW130LMI-NOA 11111
l IT
REVIEWED BY BUILDING OFFICIAL: - REGISTRATION 429298 A.LYNN MILLER,P.E. 'P.E.#58705 -
LAM, GLASS
TYPICAL ELEVATIONS
INSULATING LAM.GLASS '
ANCHOR SPACING SHOWN HEREIN SMALL MISSILE IMPACT
APPLICABLE TO FIN FRAMES. 48" 48" 48'
BUCK WIDTH BUCK WIDTH - BUCK WIDTH - LARGE MISSILE IMPACT
D.L. OPG.' D.L. OPG. D.L. OPG.
6' MAX. 16" MAX.
HEAD/SILL STRAIGHT o - Cs,
CORNERS SIDES o S�RVeO
s CG rn De .siDR�G m
aZ
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= = 0 _
II Il II II II II .
= o 3: o
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II II • � �
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2
FALSE MUNTINS
TYP. FIN FRAME (SURFACE APPLIED) 16"MAX. fi'MAX. 16'MAX.
OPTIONAL STRAIGHT HEAD/SILL STRAIGHT
"SIDES CORNERS SIDES
96•
TYP. FIN FRAME TYP: FIN FRAME
BUCK WIDTH
D.L. OPG. -
_ II ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES
II— II Y LYN
m —11— "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ®Wlndows6stant&IDDars \��pN wENSF iLj�l(
II3 Description: - - D"te: WERE STIIo#6EA_ = �\•• ..,(�
TYPICAL ELEVATIONT CONT. 05/22/19 °'°°w.— ""n."..,60..11 N0.58705
3
-
PRODUCT•REVISED na"Oe'°"''°8p - *.�
as compsying with the Florida
6'MAX. 16' MAX. Building Code Revision: Ray.By: Rev.Date: PREPARED BY LYNN MILLER ••, it, �d '
CORNERS STRAIGHT NOA-No. 20.0519.09 ES MINOR SHEET REFORMATTING. JR 05/0]/20 1070 TECHNOLOGY DRIVE Off•. STATE OF
TYP, FIN FRAME Expiration Date• 9/27 N.VENICE,FL 34275 F
DAYLITE OPENINGS ���0
D.L.O. HEIGHT BUCK HEIGHT - 3:00" Br 9 aF4 aLl sedgy/uad�h S-I.: Shaeh Dmwinp Nn. Rav (941)480-1600 '/ S/ E�J
D.L.O. WIDTH = BUCK WIDTH - 3.00" Mlam padeProduci trol PW-130 LM NTS 2 OF 7 PW130LM1-NOA A '�i,�NAII10%
REGISTRATION#29296 A.LVNN MILLER,P.E. P.E.#58705
DESIGN IDAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN IDAD CAPACITY-PSF
FIANCE DMS. BUCK DIMS. GIABS TYPES'C'&'CI'GIASS TYPES'D'&'D1' FLANGE BUTS. BUCK DINS. GIASS TYPBS'C'&'C1 GIASS TYPES'D'&'D1' FIANCE DINS. BUCK DDAS. CTA66 TYPES'C'&'CI' GIA33 TYPBS•D'&'D1'
WIDTH(W)ILENaTH (L) WIDTH(W)LENGTH(L) EXr.(+) 1NT.(-) Exr.(+) 1Nr.(-) WIDTH(W) LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EYT.(+) 1NT.(-) WIDTH(W)LENGTH(L)WIDTH(W)I.ENGTTi(L).l7(T.(+)
24' 23' 80.0 80.0 80.0 80.0 24' 23, 80.0 80.0 80.0 80.0 19-1/8" 1B-1/B" 80.0 80.0 80.0 80.0
30' 29" B0.0 80.0 B0.0 80.0 30" 114' 29' 113, 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0
36' 35' 80.0 60.0. 80.0 80.0 36" 35' 73.0 73.0 60.0 80.0 37' 26" 36" 25' 80.0 80.0 80.0' 80.0
'42° 36" 41' 35' 80.0. 80.0 80.0 80.0 41" 46' 81.4 61.4 80.0 80.0 48' - 47' 80.0 80.0 80.0 80.0
48, 47' 80.0 80.0 60.0 80.0 24'- 23' 80.0 80.0 80.0 80.0 53-1/8" 52-1/8'. 80,0 80.0 00.0 80.0
54' 53' 80.0 80.0 00.0 80.0 30' 120" 29' 119, 80.0 80.0 80.0 80.0 61" 60• 80.0 80.0 BO.0 80.0
Go" so' 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 80.0 19-1/8" 18-1/8" 8D.0 80.0 80.0 80.0
61' 60 00.0 80.0 80.0 80.0 39, 38" 65.9 65.9 80.0 80.0 26-1/2" 25-1/2" - 80.0 80.0 80.0 80.0
24' 23' 80.0 80.0 80.0 80.0 24• 23" 80.0 80.0 80.0 80.0 37" 38-3/8" 38' 37-3/8' 80.0 80.0 80.0 80.0
30" 29' 80.0 80.0 80.0 80.0 30' 121' 29" 120' 80.0 80.0 80.0 80.0 48' 1. 77.1 77.1 80.0 - 80.0
36' 35, 80.0 80.0 80.0 80.0 36, 35" 72.3 72.3 80.0 80.0 53-1/8' 52-1/B' 77.1 77.1 80.0 80.0
42' 48' 41" 47" 70.2 70.2 80.0 80.0 39' 38, 65.8 65.8 80.0 80.0 61, 60" 77.1 77.1 80.0 80.0 '
48" 4T 61.3 61.3 80.0 80.0 19-1/8, 18-1/8" 80.0 00.0 80.0 80.0 i
54" 53' 61.3 61.3 80.0 80.0 - _ 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0
60' 59" 61.3 61:3 80.0 B0.0 FLANGE DIMS - 37° 50-5/8' 36• 80.0 80.0 80.0 80.0
fit' so" 61.3 61.3 B0.0 80.0 y,•TYp )j"TYP. 48 47 61.3 61.3 80.0 8D.0
BUCK DIMS. 49-5/B'
24' 234 80.0 80.0 00.0 80.0 fi3-1 A. 52-1/8' 5B.0 58.0 77.4 77.4
30' 29' 80.0 80.0 , 80.0 80.0 FLANGE FRAME 61' 60, 58.0 58.0 77.4 77.4
36, 35" 80.0 -80.0 80.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4
42' 60, 41" 59" 70.2 70.2 00.0 80.0 93-3/4' 92-3/4• .58.0 58.0 76.5 76.5
48' 47" 61.3 61.3 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 8D.0
54' 53" 54.3 54.3 72.5 72.5 26-1/2' 25-1/2' 80.0 80.0 80.0 BO.0
60, 59" 48.8 48.8 65.1 65.1 37' fi3, 36" 62" 80.0 80.0 80.0 80.D -
61' Go" 48.B 48.8 65.1 65.1 BUCK DIMS 48• 1. 61.3 61.3 80.0 80.0
24' 23" 80.0 BO.0 eo.0 80.0 EGUAL LEG FRAME 53-1/8' 52-1/8" 55.3 55.3 73.7 73.7
30' 29" 80.0 80.0 80.0 80.0 B1' 60, 48,0 48.0 64.0 64.0
36, 35" 80.0 80.0 80.0 80.0 75-1/4" 74-1/4' 46.5 46.5 61.9 61.9
42• 72. 41' 71' 70.2 702 80.0 80.0 19-1/8, 18-1/8" 80.0 80.0 so.6 80.0
48'. 47• 61.3 61.3 60.0 80.0 26-1/2' 25-1/2" 80.0 80.0 00.0 80.0
54' 53' 54.3 54.3 72.5 725 37' 36' 78.9 78.9 80.0 80.0
I�BUCK DIMS 76' 75' WJ�
60' 59' 48.8 489 65.1 85.1 I 48' 47" 81.7 61.3 1 80,0 80,0
61' 60" 48.0 48.0 64.0 64.0 FIN FRAME 53-1/8° 52-1/8' 55.3 55.3 1 73.7 73.7
24' 23' 80.0 80.0 BO.0 80.0 61" 60' 148.0 1 48.0 64.0 84.0
30, 29" 80.0 80.0 80.0 80.0
L
36" 35" - 78.2 78.2 80.0 80.0
'42" 84,. 41' 83" 70,0 70.0 80.0 80.0 FLANGE DIMS --�
48" 47" 61.3 81.3 80.0 80.0
54' 53" 54.3 54.3 72.5 72.5 -BUCK DIMS NOTE:
_ GLASS CAPACITIES ON THIS SHEET ARE
55' -'69.8 69.0 - FLANGE ADAPTOR FRAME BASED ON ASTM E1300-09-(3 SEC. GUSTS) -
24' 23" 80.0 80.0 BD.O BD.D AND FLORIDA BUILDING COMMISION
0" 20" 80.0 80.0 60.0 B0.0 DECLARATORY STATMENT OCAO5-DEC-219
36' 35' 75,6 75.6 8D.0 80.0 NOTE:
42' 97° 41" 99" 65.2 65.2 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
48" 47° 60.6 60.6 80.0 80.0 ,. _ -.- - - -� - '
49" 48" 59.6 59.6 80.0 80.0
1L1111111 Y,
_- __24•_____ _ 23•.___ _ ___ __80.0- 80.0- 00.0- - 80.0 -
rele: Drown By. .` L N!V
36" 102' 35" 101" 74.8 74.6 80.0 80.0 PRODUCT REVISED "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ®indowspact B Resistant
a��`��•vcENS"��/��:�i
as complying with the Florida Y/@AESMONUA.
42' 41' 65.7 65.7 80.0 80.0 Building Code V-dption: Cote:
HOA-No. 20.0519.09 - me r.coax ei�.a,xi,i.•�,n vole No.58705
46' 45' 59.3 59.3 Bo.D eD.o DESIGN LOAD CHARTS - 05/22/19 .... 66e1•1e•^I'•••e0.eex.xexr ` .� �`=
24" 23" 80.0 80.0 80.0 80.0 E iration Date• 9@212025 _ �1
30" 29" 80.0 80.0 80.0 80.0 By: RaNslon: - Rev.Byi Rev.Data: PREPARED BY LYNN MILLER�� 5 /(oC ;^
36, 1DB" 35" 107' 73.8 73,8 80.0 80.0 Mlam pads Produet'Co trot NO CHANGES THIS.SHEET. JR O5IO7I2O ,1070 TECHNOLOGY DRIVE 0�•.• STATE OF C(7�
N.VENICE,FL 34275 SS,FCORIO r,•�G\��
42° 41' 62.4 62.4 80.0 80.0 %((`
4a' 43" .59.1 59.1 80.0 BD.O ANCHOR SPACING TO BE AS PER SHEETS 1 & 2 Series/Model: Srnle: Sheet• Crowing No. �RA
ev: (941)480-1600 �'�� /ONAL
PW-130 LM NTS 3 OF 7 PW130LM1-NOA REGISTRATION#29298 A.LYNNMILLER,IP.E.IP.E.#58705
.075"Saflex CP With PET Core ,. - • li,
- By 'Eastman Chemical Co.'.Interlayer -
.090 Saflex Clear And Color Glass' .075 Saflex CP With PET Core
By 'Eastman Chemical Co-'Interloyer By Eastman Chemical Co.' Interlayer
.090" Interloyer SentryGlae Interlayer .090 Saflex Clear And Color Glass .
By 'Kuraray America, Inc.' - By Eastman Chemical Co.' Interlayer
.090' Interlayer Troslfol PVB.Interlayer .090" Interlayer.Ssn"Glas.Interlayer ..By 'Kuraray,America, Inc.' 3/18'.HEAT By Kuraray America, Inc..
3 16"ANN. - STREN'D GLASS. .090° Interlayer Troslfol PVB Interlayer ,
/ GLASS By-'Kuraray America, Inc.' ..
3/16- HEAT STREN'D GLASS -
i m SILICONE: _ 3/16"HEAT STREN'D GLASS
M GE 1200, DOW
`I' 1 r,CORNING 791. 1 GE41 I1200, DOW
BORN 983 OR 995 ,
E3 :I CORNING 791, -
899, 983 OR 995
yO - o a GEE DOWN. - .. ..
CORNING 791,
M5 AT 1/4 POINTS ON CUES 899,,
W M5 AT 1/4 POINTS ON LRES m 983'OR 995 -
�r
WIDER THAN 36" SC _ WIDER THAN 36"
GLASS TYPE 'C' W GLASS TYPE 'D•
7/16-OVERALL.LAIR- GLASS 7/16"OVERALL LAM. GLASS
(L,M_I. & S.M.L)
M4
(L.M.I. ONLY)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPES'Cl' & 'D1' MUST BE TEMPERED. SILICONE
- GE 1200, Dow
'CORNING 791. -
899, 983 OR 995
.075' Saflex CP With PET Core. _ - _ .675""Saflex CP Vith PET Care _ OPTIONAL"GLAZING DETAII, -
3/16-ANN. GLASS By 'Eastman Chemical Co.' Interlayer 3/16' HEAT By 'Eastman Chemical Co.' Interlayer GLASSTYpF.0 'Cl' & "Dl�
.090..Saflex Clear And Color Glass STREN'D GLASS ,090 Saflex Clear And Color Glass - ..
'3/8"AIR SPACE B 'Eastman Chemical Co.' Interlo er 3/8"AIR SPACE By 'Eastmon Chemical Co.' Interlayer -
3/16" HEAT .090 nter ayer Sen ryG as Interloyer 3/16" HEAT :090" Interloyer SentryGlas Interlayer .
STIR N,b OR By 'Kuraray America• Inc.' STREN'D OR By 'Kuraroy Amerlaa, Inc.' - -
TEMPERED- GLASS .090' Interlayer Trosifol PVB Interlayer 'TEMPERED'GLASS ..090° Interlayer Trosif.1 PVB Interlayer
a: By'Kuraray America, Inc.' d By 'Kuraray America, Inc.'
. = m 3/16"`HEAT STREN'D_GLASS z m 3/16" HEAT STREN'D GLASS . _ ..
M7 GEC 1I 200 DOW - M7 SILICONE: -
--- CORNING 791, "a .I -I GE 1200, DOW
899,-983-OR--995 --__ — - ._ "`791-- -
CORNING
E4 E4 899, 983 OR 995
a0 C
_ - W M5 AT,1/4 POINTS ON LITES - - � M5 AT,1/4 POINTS ON LITES ,.. .
WIDER THAN 36"
WIDER THAN 35" .. ..
W L,tiilili/
--•\�QIJYLY'N�l/..._.7,�.
G�SS TYPE 'Cl,
'C1' GLASS TYPE 'Dl' noe:
Impact Resistant ,. /Jj,
1"OVERALL INSUL LAM. GLASS 1"OVERALL INSUL LAM. GLASS "SENTINEL"SERIES.130 FIXED WINDOW-LM AGK ®windows&Doors _ �"�.•' �icEra�F••.!!
WORE KIRDIMER
Oesed lion: Date:
GLAZING DETAILS 05/22/19 01 N0.58705
oe.eeaano,I a.N a°e.s - -A
PRODUCT REVISED - r•'°a
as Building g igIng Ith the Florida Revfs(on: - Rev.try. Rev.pate: PREPARED BY LYNN MILLER
NOn No. 20-0519.09 MINOR SHEET REFORMATTING. JR 05/07/20 1070TECHNOLOGYDRIVE O�. ATI 14-1
N.VE ICE FL 34276
a t • �,COS R70•.. \�.
Exelrati n Date- 9/22/2025 i� s/" NG\�
Series/Nadel: Smle: S7�eat: Orawing No. Rev: (941)480-1600 / ANAL E �
/7
By: � I I f 1'1 L 1,
ONS ABOVE 30' IN THE HVHZ OR FOR SAFETY �- - PW130LMI-NOA A I I i I
" FOR INSULATED GLASS INSTALLED AB V - MlamFpade Product'C trot PW 130 LM NTS �} OF 7 REGISTRATION#29296 A.LYNN MILLER,P.E. P.E.#68705
GLAZING APPLICATIONS PER THE FBC,THE OUTBOARD LITE(CAP) MUST BE TEMPERED..
TYPICAL INSTALLATION DETAILS
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF OAP
TYPICAL ANCHORS:SEE ELEV. FOR SPACING INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS '\` INSTALLATION DETAILS INTO METAL
(FLANGE & EQUAL LEG FRAMES) WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS
^1/4" DIA. KWIK—CON II BY 'HILTI'(Fu=163 KSI, Fy=157 KSI) FLANGE 1 FLANGE TYPICAL FLANGE 1/4'�• FLANGE
1/4"' DIA. ULTRACON BY 'ELCO DEWA T'(Fu=177 KSI, Fy=155 K ! SEE ELEV. SHIMS .
2BY WOOD BUCK FOR SPACI METAL
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR sTRUCTUR ANCHORS o STRUCTURE
1-1/2" MIN. PENETRATION INTO WOOD M2 SEE ELEV. M2 TYPICAL ANCHORS
THRU 1BY BUCKS INTO CONCRETE OR BLOCKS FOR SPACING <,v SEE ELEV.
S2 X A w O .•° FOR SPACING
1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JA S) O m\
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) E1
,a
DIRECTLY INTO CONCRETE OR BLOCKS 1 _
1-1/4" MIN. EMBED INTO CONCRETE (HEADS/SILL/JA S)
MIN. EMBED INTO BLOCKS (JAMBS) S2 MIN.,
TYPICAL EDGE DISTANCE ° °a,.APTCHORS E3 M2 \N
INTO CONCRETE AND MASONRY = 2 1/2" MIN. v
ELEV.=
INTO WOOD STRUCTURE = 1" MIN. FOR SPACING
WOOD BUCK E7 E3
1/4" DIA. ULTRACON+ BY 'DEWALT' (Fa=164 KSI, Fy-14B KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
t/a^ MAX. .•
THRU 1 BY BUCKS INTO CONCRETE OR BLOCKS SHIMS
1-3/8" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) EQUAL LEG EQUAL LEG EQUAL LEG e . 2 EQUAL LEG
1-1/4" MIN. EMBED INTO HOLLOW BLOCKS (JAMBS) 20Y WOOD BUCK M2 METAL
1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) B1 Al wo0DS1RUCTURE C1 STRUCTURE TYPICAL ANCHORS
SEE DIRECTLY INTO CONCRETE OR BLOCKS E3 M2 = F R SPACING
1-3/8" MIN. EMBED INTO CONCRETE (HEADS/SILL/JAMBS) a 'v 5' a _
1-1/4" MIN. EMBED INTO HOLLOW BLOCKS (JAMBS) M3 S2 \N >
1-3/4" MIN, EMBED INTO FILLED BLOCKS (JAMBS). me
M3
TYPICAL EDGE DISTANCE -
INTO CONCRETE AND MASONRY = 1 9/16" MIN. � TYPICAL ANCHORS;
INTO WOOD STRUCTURE — 1" MIN: 8 S2 SEE ELEV.
.• FOR SPACING 'v
M2 - - E3 _ _ _ _ - •� Lo=-
j414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) '•v irpl&L ANCHORS E3 P ODUCT REVISED
SEE ELEV. TYPICAL ANCHORS
INTO MIAMI—DADE APPROVED MULLIONS OR 1Bi FOR SPACING SEE ELEV. as complying with the Florida
FOR SPACING B,Hding Code
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) WOOD BUCK NOA-No. 20-0519.09
(3) THREADS MIN. PENETRATION BEYOND SUBTRATE EmRlrationData:: 91122/2025
ALUMINUM: 1/8" THK. MIN (6063—T5 MIN.) WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS.IMPOSED By: 1CGyLti[PGt� _
STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Miam pad,Pr"495Contr9i
(STEEL IN'CONTACT WITH-ALUMINUM-TO-BE PLATED TYPICAL ANCHORS:SEE ELEV. FOR SPACING TdI° Dmwn By Impact Resistant
OR PAINTED) "SENTINEL"SERIES 130,FIXED WINDOW-LM AGK ® �& ;.Q�'; ''�`"SP' �lF�
FIN FRAME Windows Doars
TYPICAL EDGE DISTANCE No
INTO-METAL STRUCTURE 3/4" MIN. SML (GRADE 2 cRs) DesedpD°n: Date: roe aas """ Y" ' 58705
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL INSTALLATION DETAILS 05/22/19 '"w'1e•'�a�� 'a••�^�•a����a� Gi ter-
- O
'1-1/4" MIN. PENETRATION INTO WOOD
%x1 S�� L7 . �,
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN _ Revision: Rev.By: Rev.Date: PREPARED BY LYNN MILLER O '• STAT OF
CONCRETE AT HEAD, SILL OR JAMBS f'c = 300o PSI MIN. TYPICAL EDGE DISTANCE REFORMATED&ADDED ANCHOR TYPE JR 05/07/20 1070 N.V NICE,FLL34276DRIVE "�s..O oRID
C-90 HOLLOW/FILLED BLOCK,AT JAMBS f'm = 2000 PSI MIN. INTO WOOD STRUCTURE = 1" MIN. i S/ N \
SeA°r/Model: Scale: Sheet: Omwing No. Rew (941)480-1500 NAL1,`t��`
PW-130 LM NTS 5 OF 7 PW130LM1-NOA .A REGISTRATION#29296 A.LYNN MILLER,P.E. P.E.#5e705
TYPICAL INSTALLATION DETAILS
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X IN tOR--DETAI INSTALLATION DETAILS INTO METAL
WOOD B.UGKS-INTO BUCKS OR INTO WOODSTRUCTURES ECTLY INTO CONCRETE --.. STRUCTURES OR INTO APPROVED MULLIONS. 'I`LANGE ADAPTOR FLANGE ADAPTOR GE ADAPTOR
f TYPICAL ANctiolts 1/SH MAX. FLANGE ADAPTOR
SEE SPACELEV.ING
SHIMS
j
FOR SPACING
OR t CAL ANCHORS METAL
E3 [ SEE ELEV. STRUCTURE
M2 A3 FOR SPACING M2 TYPICAL ANCHORS
SEE ELEV.
52 _ a ••o FOR SPACING
al
E2gyMIN.ZWOOD
CAL• WCHORS E3M2
m
E ELEV.' -
FOR SPACING
a n,'. E6 E3
INSTALLATION DETAILS THRU FIN
EQUAL LEGNTO WOOD STRUCTURES 22 3/I I
MIAMI-DADE COUNTY APPROVED MULLION Q FIN FRAME 1/a'MAX.MAx 1%a•MAX. FIN FRAME -
& MULLION ANCHORS SEE SEPARATE NOA GAP BUCK HEIGHT I G'
BUCK WIDTH BUCK MOTH -
WOOD STRUCTURE a
' NOT BY CGI 1/2'MIN. 1/2'MIN.
2 3/I 1
M2 BACKBED
CAULKING
WHEN USED"THE MIN. WOOD BUCK
g1a x 1^sus. E7177n DEPTH SHALL BE 2�". THE USE OF
DEEPER OR BEVELED WOODBUCKS IS
I HousE WRAP - PERMITTED.
II MIAMI-DADE COUNTY APPROVED II INSTALLATION DETAILS INTO METAL NOT BY CGI ES Ea EXTERIOR MULLION & MULLION ANCHORS --
STRUCTURES OR INTO APPROVED MULLIONS \1�lilltilii
� ��
---- -I-1 SEE SEPARATE-NOA------ -I I-- -"- -- --- --=----- ----- - - — ------- TT#e:-- --- -- ----- ---- -- `.' - - - Omwn-BY•-- - -"-'-- - ----� -�Q1;.:..... r. .._.
Impact Resistant �icENs"
"SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ® Qom'•' F '.•ll.
Windows&Doors
Descnptfam Date. No.58705
PRODUCT REVISED
TYPICAL INSTALLATION DETAILS CONT. 05/22/19
as complying with the Florida -
Building Code Reviefan: Rev.DY: Ray.Date: PREPARED BY LYNN MILLER -Q••• •qT/, "
FLANGE NOA-No. 20-0519.09 1070 TECHNOLOGY DRIVE '• R \��:
TYPICAL ANCHORS REFORMATED&.ADDED ANCHOR TYPE JR 05/07/20 N.VENICE,FL3427 •.,
5 ,c ' <oR.. \t.
SEE ELEV. Ex [ration Ont'o/f•.'Q�"�9122/2025 s '••••
FOR SPACING ,.By: (�SGGCCNJ Sedes/Model• [cNTS
ale: Sheet: Omwing No. Rer. (941)480-1600 •,/7�/i)NALi N\``
Mlam pade Product'Co trot PW-130 LM 6 OF 7 PW130LMI-NOA A
REGISTRATION#29298 A.LYNN MILLER,P.E. P.E.#58705
L�--2.505
7I •, � TTEIf PART/ QUANTITY DESCRIPTION MAT&R1AL HANF./9UPPI.IER/R.HMARXS t -
I E, CGI-118 4/WDW. RANGE FRAME 6063-T6 _
E2 CGI-119 4/WDW. FLUSH FRAME/RN FRAME 6063-76
1.995 (--1.395 E3 CGI-121 4/WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 =
iB0 E4 CGI-123 4/WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6
•995 'jyp - ES CGI-110 4/WDW. NAIL RN ADAPTOR 6063-TB -
.050� .065 E6 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 6063-T6 -
M7 CGI-382V AS REOD. GLAZING BULB VINYL PVC DUROMEIER 75-80 SHORE A
E1 FLANGE FRAME M3 FLUSH FRAME COVER M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - -
M3 CGI-112 AS READ. FLUSH FRAME COVER PVC -
2.505 - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/6") 6063-T5 -
M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A-
8 2 "FL-E
S2 #10 X 1r1/4' 2/CORNER ASSEMBLY SCfiEW PHL PH1.495 tz5
I�
[1T.33 III
O FLUSH FRAME/FIN FRAME GLAZING ANGLE (LAM. INSUL. GLASS)
.6,75
1.450
3I ieD
.995 'To .975 AT WELDED JOINT
• .050
.550
1.184
O GLAZING BEAD (LAM. GLASS) E6 FLANGE ADAPTOR
--j .,211
1.119
.995. T.P 291 -
OSor
1.081 —�
- I—t1.184 ' - CIRCULAR WINDOWS "
Ea GLAZING BEAD (LAM. INSUL. GLASS) M2 SCREW COVER
RECT. OR SQUARE WINDOWS
1.130+1 .065
TYP. CORNER DETAILS
1.550 1.680 _
Drown-By. NY-LY,
D5o Impact Rosislant
t.3ss "SENTINEL"SERIES 130 FIXED WINDOW-LM AGK ®windows&000T5 � ' voENSc
Descnpil— Dote:
O NAIL FIN ADAPTER ano.,man ai,..,xia..e,n aaou =7� 1 No.58705
PRODUCT REVISED EXTRUSIONS, BOM 05/22/19 a• ae+• ==Be I r..:aes.ela.as== _ ,a k
as comps Ing with the Florida ...
Building Code Revision: Rev.By.. Rev.Date: PREPARED BY LYNN MILLER /kV .:•Il`
NOA-No. 20-0519.09 NO CHANGES THIS SHEET. JR 05/07/20 1070 TECHNOLOGY DRIVE =O AT o
N.VENICE,FL 34276 %�(C�''•.F(ORI01`,•'' ���
Ex Iratlon Data• 9122/2025 �l G\��
BVo 9�f J� ��O
Sheet: DrawingNo. Rev: (941)480-1600 �i /ONALMlampad.ProduStce trel LM NTS 7 OF 7 PW130LMI-NOA A
REGISTRATION 029296 A.LYNN MILLER,P.E. P.E.#58705