HomeMy WebLinkAboutNOARECEIVED
JAN 16 2019
ST. tgele Oitirltrf rg 191flo.
IIIAMIZ=2DE MIAMI-DADE COUNTY
MM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.govfeconom
PGT Industries, Inc.
1070 Technology Drive SCANNED
North Venice, FL 34275 BY
SCOPE: Ude County
This NOA is being issued under the applicable rules and regulations goverffing 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'TW7720A" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets I through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed
and scaled 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.
MISSIELE IMPACT ]RATING: Large and Small Missile Impact Resistant
LADELL'4G: 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.
TERAIINATION 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 tenninate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEM[ENT: 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 j ob site at the request of the Building Official.
This NOA revises and renews NOA# 17-0614.11 and consists of this page I and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.05
MIAM.1-DADECOUNTYR Expiration Date: February 19, 2024
ApprovalDate: August23,2018
Page I
PGT Industries, 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. 08-1112 09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
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 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super SpacerO NXI'rm spacer system and XL
Edge'Tm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 arid 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.14)
2. 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, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. 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 Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105. 01)
Manuel e Z, E.
Product Control a ner
NOA No. 18- 30.05
Expiration Date: February 19, 2024
ApprovalDate: August23,2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th E dition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Xuraray America, Inc. for their
"Trosifol@ UItraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option 11 exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
1580F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pere , E.
Product Control E a ner
1�- NOA No. 18- 30.05
Expiration Date: February 19, 2024
Approval Date: August 23,2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6`1 Edition
(2017), dated 08/29/17, issued by manufacturer, signed and seated by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to POT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
C, )��ji 4�2 --�
Manuel Pere�/,P;E.
Product Control Exknj!Aer
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23,2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBM[ITTED
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, and TAS 202-94
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalniis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"Sentr-yGlasg (Clear and White) Glass Inteflayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window — L.M.I., approved on I 0/1;11� and
expiring on 02/19/19.
nifel P�T�&.E�
�ProduetMC`ountrol Exaki:nO
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23,2018
E-4
1) THIS PRODUCT HAS BEEN DESIGNED & M= TO COMPLY MIN
THE RMUiREMENTS OF ME FLORIDA BUILDING CODE. INCLUDING WE
HIGH VELOCITY HURRICANE ZONE (HWLQL
2) SHUTTERS ARE NOT REQUIRED MEN USED IN WND-BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS MOVE W
IN ME HNH2. ME OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY
M"IkDADE COUNTY "MOVED MASONRY ANCHORS. MATERIALS
USED MR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE INTIM MIN. KSI MR
ANCHORTYPE.
4) ALL MOD BUCKS LESS THAN 1-10- THICK ME TO BE CONSIDERED
1X INSTALLATIONS. 1 X MOD BUCKS ME OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRAM. MOD BUCKS DEPICTED AS M
ME IAJT� THICK OR GREATER. IX AND 2X BUCKS (MEN USED) SI,AL1.
BE DESIGNED TO PROPERLYTRANSFER LOADS TO ME STRUCTURE�
MOD BUCK DESIGN AND INSTALLATION IS ME RESPOWS131,11
ME ENGINEERL NEON) OR ARCHITECT OF RECORD, (AOR)
5) ANCHOR EMBEDMENT TO BASE MAM� SHALL. BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF ME
FRAME. INSTALLATION ANCHORS SHOULD BE SEA!-ED. OVERALL
SEALING�LiVIHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND ME
SCOPE OF THESE INSTRUCTIONS
I -
6)MAX 114- SHIMS ARE REQUIREDAT EACH ANCHOR LOCATION
WHERE THEPRODUCT IS NOT FLUSH TO ME SUBSTRATE- USE SHIMS
CAPMUEOF TRAINSFERRINGAPPLIED LOADS. MOD BUCKS. By
OTHEM.MUUBESUFFICI�YMCHO�TOMSISTLOnS 6-102-IMI.
IMPOSEDONTHEMBYTHEININDOW.
t
12. �
D.C.
T-
I
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON SDRUCTJRALCYCLETEST
PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E13W.
C POSITIVE DESIGN LOADS BASED ON WATERTM MESSURE.
STRUCTURMLICYCLE MST PRESSURE. MMAEANALYSISAND GLASS
PERASTME1300.
C. DESIGN LOADS ME BASED ON ALLOWABUE STRESS DE!3IGN. ASID,
8) THE ANCHORAGE METHODS SHOWN HAVI� BEEN DESIGNED TO
RESIST ME WNDLOADS CORRESPONDING TO ME R50UIRED DESIGN
PRESSURE. THE 3�la% STRESS INCREASE HAS NOT BEEN USED IN
WE DESIGN OF THIS PRODUCT. ME IS LOAD DURATION FACTOR WAS
USED FOR ME EVALUATION OF ANCHORS INTO WOOD. ANCHORS
THAT COME IWO CONTACT WITH OTHER DISSIMI� MXMR�S
SHAUL MEET ME REQUIREMENTS OF THE FLORIDA BUILDING CODE
FOR CORROSION RESISTANCE
9) REFERENCES: TEST REPORTS FTL4W5.3850, 7212 & I�WO; ELCO
ULTRACON NOA; ELCO CRIFFEFLEK NOA; ANSUAF&PA HEIR
FOR MOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLEl'
10) ME n2CA SERIES WAS FORMERLY CALLED ME 72aWO SERIES.
CODES I STANDMDS USED.
*2017 FLORIDA BUILDING CODE (FEC). 6TH EDRION
.ASTM E13DDI09
-ANSII�&PANDS4015FORMODCONSMU�ON I
.ALUMINUM DIBSIGN MANUAI_ ADM-2015
-AISIS100-12
-NBC 360�10
THIS SYSTEM HAS BEEN TESTED TO MEETWE 4W FT-W
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF
ANSI n7.1 MEN USI NO GLASS TYPES 6 OR B.
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THETABI-ETO DETERNIINSTHEWNDONSIM.
2) FORSIZESNOI ROUND UP TO THE NEXTAVAII-ABILE SHORTOR LONG DIMENSION.
3) FORARCHRECTURMI-MINDOWS. FIND THE SMLUEST WNDOWSIZE IN THETARUEABO�WHICH THE�RA_LOUVIENSUNS
COMPL.LTELY FITINT1111W.
TrIVI.AMINATED -1
GI -ASS STACK
WIVANNEAUED
STPEN�ENEDGL_ASS
LONG SIDE
SHORT
IS GE
I E lop �Jx
GLASS TYPE 1
LONG SIDE
SHORT
SIDE
_L_ F=
ti E - Y�R�I&EY &W
'WA,LY AS
I -Vi v NOM
GI-ASSSTACK
GI.ASS STACK
3H6'HEAT
...... ED GILASS
3116' ANNEALED GI -ASS
711V AIR SPNCE .091V SHORT
INTERI-A'VER SIDE
LONG
SIDE
OR
GLASS TYPE 3 SHORT
SIDE
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0
N,
W
0
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0
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0
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,
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0
Window Design Pressure (+/-, psf) for Glass Types 2 & 4
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n
77
81
B5
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93
97
1 101
1 105
IINIQ
113
1 117
121
125
In
1 133
137
141
1 145
31
+1�80
+/-80
.1-80
+1-80
.1-60
+1.130
1 .1.80
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+140
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0-41M
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.1-80
33
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35
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39
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as
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+1-80
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m
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65
-
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1, IN ��l�LII.ANU�UALLtUWINUVWh.�UUi�U I 1-1-HUM I Mt I JV' I �[ IF UIMI�AbIQN IN I Ht I � I UUt I tHMINt I IILWNUOWbiz�
2) FOR SIMS NOT SHOM. ROUNDUP TO THENE)TAVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHUECTURALIMNDOWS, FIND THE SMALLEST WINDOW SEE IN THE TABLE ASO�WHICIH THE OVSRAU. DIMENSIONS
1 IiWN0M
7116-1-AMIUNTED G= STACK 7116' LAMINATED
GI-ASSSTACK —11� GLASS STACK
go- PVB INTERI.AYER 3,16-TEMPEREDGLASS W16' HEAT STRENGTHENED GLASS
Y16-HEAT VIVHEATSTRENGTHENEDGI-Al�
P/B INTERI-AYER
311 S' HEAT STRENGTHENED GI.ASS —��STRENGTHENEO GLASS
"IERIOR
GLASS TYPE 2
EXTERIOR
W
GLASS BITE
GLASS TYPE 4
TABI-E DIMENSIONS MAY BE
ORIENTED VERTICAL�Y OR
HORIZONTALLYASSHOWN.
LONG
SIDE
LONG SIDE
SHOM
SIDE
'U�
LONG SIDE
T--
SHORT
SIDE
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I
LONG
BID
. 0 1 j E
NO CHANGES THIS SHEEr.
OW LYNIv4f,
,GEN,
NO. M705
T OF
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"W W1211\
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I-mep
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101
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1) TP-TU_Tpp DIMENSIONS SHO"r FOR INTEGRAL FIN AND MIUML LEG WNDOWS, SUBTRACT I- FROM WE �P-TOW DIMENSION IN WE
TABLE TO DETERMWETHEWWDOW SIZE.
2) MR SIZES NOT SHOINN. ROUNDUP TO THENEXTAVAILABLE SHORT OR LONG DIMENSION.
3) MR ARCHUECTURAI. WINDOWS. FIND WE SMALUESTWINDOWSIZE IN ME TABLEABOVE WHtCHWEOVBRAU. DIMENSIONS
COMPLETElYFITIMTHIM
TABUE6
Windove Design Prewuro (+A, psQ for GUIU; Type 7
LMM.(.0
.9
io
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1) 1 F I U� I IF UeMemNbtUNM bhU�N. -UK IN I tUr� tIN �U CUU� M� �LRUUV� QUM I I
TABLETODETERMINETHEWNDOINSIZE
2) MR SIZES NOT SHOAN. ROUND UPTID WE HEXTAVMLABUE SHOU OR LONGDWENSION.
3) FORARCHRIECTURAl. WINDOWS. FWD WE SMALUESTININDOW SIZE IN THETABUE ABOVE V
OCNIPLETELYFITIMPHIN
OVERALLDIMENStONS
7116' !LAMINATED
GLASS STACK
XIVANWEAUED
EWTEFUOR
w
GI-ASSBITE
GLASS TYPE 5
�-- LONGSIDE
SHORT
S DE
F-- LONGSIDE --H
T_
SHORT
SIDE
_L_
H),WOPD��Rll&,UY CT�
,.T L'AS HOMW
1.11WNOM
GIUASSSDNCK 7116- UNIJUNATED
GI_ASSSTACK
r
GLASS
7116-AIR
EXTERIOR
I�j
GLASS TYPE 7
GLASS SITE
EALED GLASS
INTERLAYER _!_�
SHORT
SIDE
LONG
SID E
j
�_
SHORT
SIDE
VALUES AND SLDES.
8�'l S
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0
z
m
w co
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Z
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0
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No. U705
s s /Qj__
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A LYNN WILUDR, P.E.
LE 7
Window �slgn Pressure (+/., IoMf) for GLIss TyjaeS 6 & 8
Loll Sd.. 11;,
W To (in)
68-718
n
IT
�4
81
65
89
1 93
1 97
101
IDS
im
110-im
113
117
121
125
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137
145
31
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+901-130
.9014W
+=-I�
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W-130
+W-130
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+9�130
+901-IN
+W-130
+W-13)
�430
�430
*W-130
+901-130
4W-In
+W-IM
W-130
�-130
�430
+901-130
+W-130
+W-130
.901-lm
.901-130
+W-134i
+W-130
.901.1W
+W-130
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�-130
.901-IM
-W-130
-90-130
�W-130
-M-IM
35
-W-130
-M-130
-901.130
-W-130
+V-130
-W-133
-W-130
-M-120
M-lw
.901.130
+90'.130
.901-130
M-13D
+90/430
.901A30
+IKY-in
.�Iw
.901-130
+W-Ilo
+=.Ilo
37
-W-130
-W-130
+gW-130
-W-130
+W-130
+0-130
+W.130
-W.130
�-130
W.lm
+W-130
+W-130
+M-13D
W.130
W.130
-W-130
+W-130
-W-130
801-110
+801-110
39
+W.130
-W-130
+M-130
-901-155
+W-130
-W-130
+901-130
+W-IW
+901-130
+W-130
+W-130
-91Y.130
+W-lao
+W-Im
+W-130
�-130
+=-Ilo
.".110
+W-110
W.110
41
m.130
.901-130
+90'.130
+Su-im
+W-Im
+W-im
+Sov-1w
+Py.lm
+m-lm
W.lw
+W.1m
�-lm
+m-lm
W.m
+W�110
+$W-110
+Na&110
+W-110
+W-110
.8011-10
43
W-130
.901-130
.901430
+W-130
+W-130
m.lm
W-lm
W.130
+901.130
+W.Im
W.130i
+W.130
+W-130
+W.110
.80-110
+W.Ilo
+801-110
+1501-110
+80-110
+W-110
45
�130
+W-130
M.IN
+901-130
+W-130
�-130
-M-IM
+W-IW
-m-Im
-W-130
W-130
.801-110
+W-110
BY-110
W-Ilo
m-Ilo
+M-110
.".110
m.110
- 47
-W-130
-W-130
�430
+W-130
+W-130
+W-lM
-W-130
-W-130
m.130
+W-130
+801-110
.80f.110
+=.Ila
+=.Ila
.801-110
-W-110
-M-110
-M-110
p 49
+M.130
+901-130
+901430
-MAW
+W-133
-W-130
-W-130
-901-130
-W-130
.1101-110
-801-110
+801.110
+M-110
-M-110
m-Ho
.&Y-110
+1501-110
51
M.130
m-lm
+W.iw
+W.130-
.901.130
+90,.1m
.9o,.13a
.89N.mc
M-Ilo
+M.11o
+=�Iio
'aw-110
+W-110
4m-lio
+m-Ilo
+0410
5-3
-.7n-.-I n
+,,.1S,
SW-IM
+M-IM
W-lM
M-lW
m-iio
+=.Ila
+w-ilo
-m-iia
+BW-lin
+w.tlo
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+m-Ho
55
m.lm
.931-130
. .130
+W-130
+901-130
�.. 4281
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+87-110
�410
+&Y.110
57
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.51V-130
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I.MN-1291
+801-110
.801-110
- -110
+801-110
1 *=-Ilo
I *BU-Ilo
48 .110,
1
1
1=1
-.M.lm
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�-Iw
+219.51-12S,
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1 +BW.11o
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I �-110
I +�Ilo
I
11
+901-130
.901-130
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.801-110
+801-110
m.110
iNN110
+So-IIo
+80/.Ilo
1
-
63
+m-lm
+W-130
.801-110
+801-110
+0.110
.".110
.&Y-110
.801-110
.801-110
65
.901.1m
W-lw
.801-110
+IW.110-
IM-110
W-110
+W.110
+801-110
67
+901.130
�-110
�410
+m-llo
+m-Ilo
.801-110
.&Y-Ilo
WTI)
+901.130
�4111
.801-110
+SV-IIO
+W-110
.1301-110
.=.Ila
n
-801.111)
+W-110
+801-110
+801.110
+801-110
W.110
77
-801-1
7&W4
-80/4
I)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGRU. FIN AND EQUAL LEG WNWAS, SUBTRACT V FROM THEMP�70�111` DIMENSION IN THETABUE TO DETERMINE THEWNDCWSI�
2) FOR SIZES NOT SHOAV. ROUNDUP TO THE NE(TAVARABUE SHORTORLONG DIMENSION.
3) FORARCHITECTURALMINDOWS. FIND THE SIAMILEST WINDOW SUaE IN O� DIMENSIONS COMPLETELY FITIAITHIN.
TABLE DIMENSIONS-NAVIBE1
ORIENTED �VHCALLY OR
I4M6'NOM. HORIZONTALLY AS SHOWN I
TMVI-AMINATED GLASS STACK 711VI.AMINATED LONG
GLASS STACK - F-- t-1-1- GI.ASS STACK LONG SIDE SIDE
X16-HEATSTRENGTHEIVEDGLASS
-09WSG INTERLAYER 31HrTEMPERED GI -ASS I j
W16-HENT -W16' HIDIT STRENGTHENED GI -ASS T-
V16- HEAT STRENGTHENED GLASS -ST1RENGTI1ENEOGUkSS 711 V AIR SPACE -.09X SO I�RLAYER SHORT
4 SIDE SHOIR
SIDE
NIT
GI.ASSBITIE
1-2 17 LONG SIDE
EXTERIOR
20 13 SHORT LONG
SIDE SIDE
GLASS TYPE 6 GLASS TYPE 8 1- 0 j
---4 SHA, I
MWOODBUCKSTRIP EDGE - ... .1- --------
DISTANCE [— /-DISTANCE PER SUBSIRAI
_71 SEETABLE&THISSHEET
INSTALLATION
I
TYPE A
WINDOW
�TERIOR
BUCK
HEIGHT
��D
I
WINDOW
HEIGHT
'SlIBLE
IT
LIGHT
HEIGHT=
W.DOW
BUCK
HEIGHT-
2�'V
L
I=
EMBEDMENT
E DOE
DISTANCE
1/4' MAK
4�ZL
SHIM
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USED FORALL
SIDESOF
ARCHITECTURAL
SHAPES @ 11-718-
O'C� MAK.
CONCRE�U
PER
ANCHOR
REQUIREMENT
INSTALLATION
TYPE C
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�— IMPUAX
SHIM
INSTALLATION
METHOD D
INV
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SKr.
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XTERIOR r
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M US
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S. THIS SHEET
MAMFDAOE APPROIED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL S�D. SEE SUBSTRATE
n2l PROPERTIES. TABLE B.THIS SHEET
SEE NOTE Z
TYRANCHORTYPE.EMBEEWENTAND
EDGEDISTANCEPERSUBSTRATE,
SEE TABLE 8, THIS SHEET
INSTALLATION
TYPE B
CKSTRIP.
EMBEDMENT
is SH
EDGE
DISTANCE
1
RIOR N
4
'SIBLEUGHTWIDTH- 5
WINDOWBUCKWIDTH-2-YT
10TICINSUCKWIDTH
CONCRETErCMU
PERANCHOR
TIP-TO�TIPWINDOWINIDTH
REQUIREMENT
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�UNGROUTED CMUP %%l-UES MY BE USED FOR GROUTED CMU APPLICAMONS.
ALL HEAD TYPES �PIJCABLE
D B CK7 IP,
:ErNUr`EH2U
INSTALLATION NOTES.
TH S SH BET
1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBSOMENTAND
EDGE DISTANCE LIMITS
CONCRETE PER
ANC OR
Z MOD SUCKS DERCTED ON THIS SHEETAS -IX-, ARE BUCKS MOM TOTAL
Mb
REQUIREMENT
�ICKNE�lS�SS�l-l�-IXWMDOUC��EO"O�(FUNffCAN
sw�
BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS
A E - THICK OR GREATER. INSDkL-ATION TO THE SUBSTRATE OF
R 1-IM
410
INSTALLATION �-- EDGE
TYPE B DISTANCE
VERTICAL SECTION B-B
MOD BUCKS � BE ENGINEERED SYOM-ERS DRAB APPROVED BY
tTYPE.EMBEDMENT
AUTHOR]WHAMNI3JURISDICTIM
STANCEPER
SEETABLE8.TlISSHEET
3.FORA�ACHMENTTOMET��ESTRUCW�MWEERS�BEOFA
SQUETORRMDEFULLSUPPORTTOTHEWINDOWIFRAME.
�. IF APPUCABLE. LOWER DESIGN PRESSURE MOM EITHERMNOGWOR
MULLION NOA APPLIES TO WHOI-E SYS��
bnol
Mir. F,
Mr, F.
I S.�
92 Noi
7m K;-
S,rm
90 Noi
110kN
Boo UIVoCoa
155koi
dUA
177 koi
4 10 SS Eloo CrolKRoa
I Nei
189.7koi
�T5 Afumn=
16�
� No
ANi 5�11
36 ko
58 No
33 Steel SW
33 w
EDGE
K WOOD BUCKSTRIP DISTANCE
OR FRAMING SEE
NOTE 2. THIS S14M
INSTALLATION
TYPE E
EXTERIOR
VANDOW
BUCK
HEIGHT
MSIBLE
LIGHT
HEIGHT= —
WINDOW
BUCK
HEIGHT-
2-Te
TYRANCHORT'68E.
INSTALLATION INSTALLATION
EM85DIVENTANDEDGE
—
TYPE G TYPE F
/�C'STANCE PER SU ATE
==T
SEGMENT
IXMODSUCNsTmP:
E)MSEDMENT SEE NOTE 2. THIS SHEET
1/4' MAX
SHUN TYP. ANCHOR TYPE, EMBEDMLINTAND
ENT
EDGE DISTANCE PER SUBSTRATE.
6 SEE TABLE 9* THIS 1"EET
EWE
DISTANCE
EWE
DISTANCE
USED FOR ALL
SIDESOF
ARCHITECTURAL
EXTERIOR
SHAPES @ 11-718-
O.C. MA)L
4
VISIBLE LIGHTWIDTH 5
WINDOWBUCKWIDTH-2-31�
VIINDCVIBUCKWIDTH
COKCRETEJCMU
HORIZONTAL SECTION C-C
INSTALLATION
PERANCHOR
TYPE H
TARI F q
REQUIREMENT
114-
MAX
$HIM
EXTERIOR " \
STEELSIELF-DRILLING
SMS (G5). BEG TABLE
9. THIS SHEET
MIAMI-DADE APPROVED MILLION (SEE
SEPERNTE NOA), ALUMINUM. STEEL FRAMING
OR STEEL STUD SEESUBSTRATE
PROPERTIES, TABLE 9.THIS SHEET
H, Edge
�a,,
U, �
�Oc.
S�faa
012 w #14 410 SS Scr�
P'.
911T
—
I-31T
IT
At.ma., 6063,T5 in,
wr
IT
A36�1
31w
0��
IT
Smal S� Or. 33 nfi,
SIT
00,1�08,Ga)-
IT
#12 . 914 Sl� S� (GS)
S�Pi.(SGG 55)
WiT
1-31r
IT
Aluaiiu� 606SLTS na.
3tr
o".
IT
A36�i
Sir
("ORS'.
IT
St,el SW G,� 33 mrn
31w
0'045� (18 �) -
IT
LIN' 410 SS C�wl%x
LhWrwW �, (ASTNI �90)
2-VT
14W
IT
C�ra� (mm 3 35 IN)
1.
1�4'
ir
1w st�l Mama
C..� f., ZSS
I-X4-
1F--
cm�
th= Qrigft
2- 11:
-lie
IT
VIV Stel �.. 1
Co.,� (mm 3S Wil
1
z
i
i Rw��
IT
'UNGROUTED CMW VALUES MY BE USED FOR GROUTED CMUAPPLICATIONS.
ALL HEAD TYPES APPLICABLE,
�r� LICJ�
INSTALLATIONNOTES,
Xl
1X WOOD SUCKSMIP.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
SEE NOTE 2. THIS SHEET
El
EDGE DISTANCE UMffS.
2. WOOD SUCKS DEPICTED ON THIS SHEET AS 'lX'. ARE BUCKS WHOSE TOTAL
CONCRETE PER
THICKNESS IS LESS THAN 1 -tT. IX MOD SUCKS ARE OPTIONAL IF UNIT CAN
EMSEOMEW
MDWMCEANlSDlEDGEDlSTANCE
ANCHOR
SEINSTALLEDDIRECTLYTOSOLIDCONCRETE. WOODBUCKSDEPICTEDAS
REQUIRWENT
�AREI-12-�ICKORGR��.IN�.10�TOI����.01
MOD SUCKSTO BeENGWEEMD BYOTHERS ORASAPPROVEDBY
AUTHOR" HAVING JURISDICTION,
INSTALLATION EDGE
�—
TYP� ANCHOR TYPE, EMBEDMENT
3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHAll- BE OF A BUSE
TYPE F
MR
TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME
I
SUBSTRATE SEE TABLE 9. THIS SHEET
VERTICAL SECTION D-D
4 IF APPLICABLE. LOWER DESIGN PRESSURE MOM EITHER WNDOW OR
MULUON NOAAPPLIES TO MOLE SYSTEM.
IVStnSI
MU, F,
MUL F.
S1.1 Sc.
92 [,M
120 lw
410 Strew
90 Id
110kN
EIN, Ul"CorS
155 W,
M16W
177 kit
410 SS ao CreteFlo,41)
I27AW
189.7 W
�T5AIumnuna
m w
A36 Slt,4
36 ISi
58 �
G,. 33 � Stud
33 �i
'15 w
NO CHANGES THIS SHEET.
FIN FRAMES ARE ONLYTO BE USED
TYRANCHORTYPE.
Z)(MODBUC,(STRIP
INSTALLATION INSTALLATION
I
EMBEDMENT AND EDGE ---I
EMBEDMENT
ORFRNMING.SEE
TYPE J IN itHLAVER). NOTTO BE USED WITH TYPE K
DISTAINCEPERSUBSTRNTE.
NOTE2.THISSHEET
E s
GLASS TYPES 5-8. (SG INTER1 AYER)
SEE TABUE 10. THIS Sir EET
DISTA E
114' MAX EDGE DISTANCE
EDGE
SHIM
INSTALLATION
DISTANCE
2x MOD SUCKSTRIP MOD BUCKSTRIP
TYPE I ORFRAMING.SEE OR FRAMING. SEE
�
NOW 2. THIS SHEET
NOTE2.THISSHEET \
PRODUCTIURVISED
TYP.ANCHORTYPE.EMBEDMENT 0---
EDGE DISTANCE PER SUN
WMAX
SEE TABLE 10, THIS SHEE�
3
SHM
By
EMBEEMENT
USEDFORALL-
SIDESOF
U
3
I
i E
EM BEDMENT
ARCHITECTURAL
I
In
E(TERIOR
SHAPES @ 11-71W
O,C. MAX-
1
EXTERIOR
4 11
WNDOW
INSTALLATION
VISAUE G WDTH=
WNDOWE CKWDTH-2�4'
BE
>
BUCK
HEIGHT WINBOWBUIKINIDTH
w
0
0
SHIM
CRI
H ZOKITAI SECTION E-E
n
BUCK
'EiGHT-
2.3W
INSTALLATION
TYP E -J
�-Qt 10. THIS SHE
MIAMI-DADE APPRO�D MULLION (SEE
SEPERATE NOA), AJ-UVINUM. STEEL FRAMING
OR STEEL STUM SEE SUBSTRATE
PROPERTIES. TABLE 10.71HIS SHEET
- I
m!7ror�
I
—fU4'MXKSHM
-----------
Tt-
-TAIND
EDGEDISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
T'
EMBEDMENT
EDGE DISTANCE PER
SUBSTRATE SEE TABLE 10. THIS E
VERTICAL SECTION F-F
M.hor
Substrate
Wolin=
I C.
2-11T ..113- E� Nall
�uthern Pine (S�0.55)
�iv
1 5"
2-1/Z'x.131w �rTrron Nall
�IIthm Pine (SG-0.N)
3118-
2-1/2'..145' Rfto Nell
Southern Pine S�0.55)
W8,
#10 x Im Steel Scmw(GS)'
South. Pine (�-D.55)
11T
5'
0.093- Alurrinu., 6063-T5 n..
5/16'
5.
IF
1/16- �6 Steel
5/16'
5.
0.045' (18 GO Steel SWd. .33
51W
NSTAI-l-A7RON NOTES
1. USEONLYANCHORS LISTED ON MIS SHEEII FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS.
2 FOR ATTACHMEWTO METAL, THE STRUCTURAL MEMBER SHAUL
BE OF A SIZE TO PRONIDE FULL SUPPORT TO THE WINDOW FRAME.
3. IF APPLICABLE, LONER DESIGN PRESSURE FROM EITHER
WNDOW OR MULUON NOAAPPUES TO IAHDUE SYSTEM.
Mide,fal
Mm Fy
W. F.
ttedsa,�.—
L
1 2.? Ln
imm
am
AM Sleet
I w
5l
G'.33vemsm
I 22W
�A W
ND.58705
0 A
/ONA1-
A. LYNN MILUER.PE
PE05870
EDGEDISTANCE
MOD BUCKSTRIP
ORFRAMI
NOTE2,THISSHEET
INSTALLATION
TYPE M
EXTERIOR
WNDOIM
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGW�
MAI-
INSTALLATION
TYPE N
T__
EMBSOMW
ORTYPE.
NTANDEDGE
PERSUBSTRXTE.
- 11. THIS SHEET
INSTALLATION TYPE M
FIN FRAMES ARE ONLY TO BE USED
WTH GLASS "PES 14 (P�
INTERI-AYER), NOT TO BE USED WRH INSTALLATION
I GLASS TYPES �, (SO INTER. E R. TYPE N
EMBEDMENT
EMBEDMENT
114'MAXSHTM
ENT
'X MOD BUCKSTMP. SEE
2 Be
X 0 UCKS-P
NOTE2,THISSKEET
OR % _INGSEE
NOTE 2. THIS SHEET
TYP.ANCHOR TYPE. EMBEDMENTAND
SHIM
EWE DISTANCE PER SUBSTRATE - — — — — — — — - — — — — -
�g —17)
SEE TABLE 11. THIS SHEET
USEDFORALL
SIDES OF CODE
ARCHITECTURAL DISTANCE
SHAPES a 11-7,V
Ism
ILL.
Loo[omriiiie.�
I IN
MIAMI-DAIDE APPROA'EDMULLION (SEE
SEPERATE NOA), ALUMINUK STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERITES. TABLE T.THIS SHEET
I MSIBLE UGHTWDRIH
W1NDO%NBLCKWDTH-24U4'
MNCOWBUCKWCTIH —
HORIZONTAL SECTION G-G
EDGE
DISTANCE
CONCRETEICMU
PIERANCHOR
REQUIREMENT
EXTEMOR
10,
A�
sub'e"ote,
MR. Edge
MR. EfteeUNOI
lve� O.C.
Bead.
#12 or #14 410 SS Screw
SoutlIenn Pi. (S(I=0 55)
9116"
1-31F
6.2'
AluTTRuR, 606�M rivi.
XF
0.(M..
6.2'
ktfl sieel
ars,
0.063"'
6.2*
stoel SkK� & M mo
3/9'
0.045- (18 Ga) -
6r2m
#12 m #141 Steel Scrm(G5)
Southern Pim (SG=0.65)
911T
1-3/9,
6.2"
Aluninum. 606�75 Tin.
3/8"
0.063"
LIZ
A36 Steel
319"
0.063"'
6.2'
Steel ShA, Gr 33 nin
3`8"
0.0,15" (18 Ga) -
ST
IW 410 SS CreleFlex
"R"Weci CM. (ASTM C-90)
2-11UT
1-1/4'
11.6"
1 Concrete (rim 335 [m)
1.
1.314"
11.1y
I Cc=eW-fmm Z85 ke)
1.
1-341"
11.61
1.319'
11.61
11E-
1-3te
11.6!'
1-34'
1 11 A-
14' MAI( SHIM
IWSteel Lilbacen,
-
2-mr
f=kc-90,
TX
5/l6"S'.II_JlIIaCDR
1 Comete (Rin. 3.5 les)
1-1/4"
1
1 GroutedCNIMASTNIC-90) I
2-IrZ
I
MOD BUCKSTRIP.
MIN. OF 3 THREADS BEYOND THE
METAL SUBSTRATE.
SEENOT52.THISSHELT
�UNGROUTIED CMU' �ALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES
-1 . . .. , .. . ' '
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLUCIA? EMBEDMENTAND EDGE DISTANCE LIMITS.
Z MOD SUCKS DEPICTED ON THIS SHEETAS -IV, ARE BUCKS MOSE TOTAL THICKNESS IS LIESSTRAN IAIT. IX MOD
t BUCKS ARE OPTIONAL IFUNITCAN BE INSTALLED DIRECTLY TO SOUDCONCRETE. MODBUCKSDEPICTEDAS�VARE
CONCRETE)CMU
I-la-THiCKORGREATIER INVAL�TIONTO�ESUBS��OF�DBUC�TOBE�GINEMMBYD��ORAS
PERANCHOR EDGE
APPROVED BY AUTHORITY HAMNG JURISDICIRM
REOUIREMENT DISTANCE
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIM TO PROMS FULL SUPPORTTO THE
WINDOW FRANIE.
VERTICAL SECTION H-H
�. Ir —LICABI LOMA DESIGN PRESSURE FROM EITHER WNDM OR MILLION NOA APPLIES TO "OUR SYSTEM.
W�
. F.
"A F.
S.M_
v .
I Im
____7_
lmw
-�
'..
I In.
MOSS Eco Cm�FbM
1774.
1 1.7.
�r. �
16
AXS..l
G`�mSo`os�
NO CHANGES THIS SHEE r.
d
w
>
p
2
0
0
0
0
IS
w
z
U-1
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w
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z
2�
z
z
3:
0
0
0
z
z
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A INK MILLER P.E
PEm958T0S
12
harm
#
PST Pan 9
Descol
Material
I
4253C
Flanged Fnune
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063�TS
4
4255
7/16' Lami. Glass Beading
Alum. 6063,TS
5
4254
LG- Glas. Seeding
Alum. 6063-T5
Sa
4270
Installation Fastener Cow
Alum. 6063-T5
61,
4224
Installation I'mtere, Caw for Cums
Pigid PVC
8
4267
7/16" Lam]. Glass Beading brCtmes
Alum. 6063-T5
9
4269
I.E. Beading for Cur,es
Alum. 6063-T5
10
70589C
(at 90, "", jolne)
Polyethylene
11
lGaskel
trip
Flex PVC, Dum, 65 +1-1
12
613D8K
jFoam Beading Tape
13
Dc� 791. 899, 995 or GE T700 Backbedding
sifi...
20
71652K
Setting Block, Mono. 3116' x WIS'x 4"
N.p.., Duro. 85 +1-1
21
71704AK
Setting Sleek, I.E. 3116" x I-3W x 4*
Neoprene. Dum. 85 +1-1
29
76X1 14FPD
96 x 1-114" FH SMS (Curoed Beading)
Stedniess Steel
30
781PQX
#8 x 1" Quad PH SMS (Assembly)
Stainless Steel
75
Kcamneding Kodispace 4SG TPS
See ffil� Sheet for
Materials
76
Ouanex Super Space, nXr
77
Quanex Dumseal Spacer
78
Cardinal X. Edge Spacer
074' 074. 062- 1.F375- tn'r .062
A38' 438' Soor
05T.
50
1.0ou-500" 050— —T
C)FLANGEFRAME EQUAL�G F�E
OFIN FRAME
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1.03r ::] �—
.87T. F1 .875- R .875.
050. 050'
'75" F] n
T�:4— T7:::+— 050, T-
0 7116'�] 6 1-1116-]G�GLASS INSTALLATION 7/16- I-AVII IO.GLASS
GLAS FAS'FENER COVER 8 GI.ASSBEADING BEN[NNG
OBEADING IS 0 FOR CUM/ES (D FOR CUMfES
HOT-M�T
EMIL
4 -UC-
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IN
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ASSEMBLY DETAILS
I FOR FIN FRAMES I
9W CORNER
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lzn VffEREDFFAJEWrrHffVTER1OR
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