HomeMy WebLinkAboutProduct Approval RECE1,17D ion
MIAMI•DADE �� COPY MIAMI—DADECOUNTY,FLORIDA
4 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) �vwt►.mia►�ictacie.�avteccnnm�
PGT Industries
1070 Technology Drive
North Venice,FL 34275
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 Miatni—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: Sries `P_W:-701%72020'�`Aluminnm Fixed Vii�ow :M:I:
APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines", sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product
Control Section Renewal 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.
REVISION of this NOA shall be considered after a renewal application has been fled 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 revises and renews NOA No. 11-1110.15 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 Jaime D.Gascon,P.E.
NOA No. 13-0502.03
QMIAMMI•DADE COUNTY ! 9; Expiration Date: February 19,2019
lay. Approval Date: July18,2013
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No. MD 720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -7212, dated
03/21/13, signed and sealed by Marlin D.Brinson,P. E.
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
along with marked-up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT1,3835 and
FTL-3850,dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E.
(Submitted ander previous NOA No. 03-1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller,
P. E..
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Jaime D.Gasco ,P.E.
Product Control Section Supervisor
NOA No.13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc.
for their"DuPont SentryGIas®Interlayer"dated 08/25/11, expiring on 01/14/17.
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 II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Properly---Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller,P. E.
2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed
and sealed by Anthony Lynn Miller,P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson,P.E.
4. Proposal issued by Product Control,dated 07/26/12, signed by Jaime D. Gascon,P.E.
5. Laboratory compliance letter for Test Reports No.'s PTL-3835 and FTL-3850, dated
07/18 and 31/03, all signed and sealed by Joseph C. Chan,P. E.
(Submitted under previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window – L.M.I." approved on 02/02/12 and expiring on .
02/19/14.
Jaime D.Gasem�,
Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E-2
47"BUCK WIDTH 48"BUCK WID'I H Wo ovt.n vnu l n
)IN 44-1/4"VISIBLE 45-1/4"VISIBLE 45-1/4"VISIBLE
ED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH
)UTBOARD —►� 6"MAX ----' 6"MAX. F,SHEET 8 2"M�
B,SHEET 6 D,SHEET 7 H.SHEET 9
,
)E COUNTY, J
ASONRY k
'ALUATIONS
MASONRY A I A 95" C I C E,SHEET 8 I E,SHEET E
'HOR TYPE. SHEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 9B" G,SHEET 9 i G, HEET I
—I ----- HEIGHT —I ------ BUCK
ARE TO BE � 'r HEIGHT
SUBSTRATE. 92-1/4"
JCKS
�
I T — 9<
'K OR 12"MAX. / VISIBLE 12"MAX. / 93-1/4" � I / LII
IALL BE O.C. I LIGHT O.C. I VISIBLE 5"MAX. HE
O THE ; / HEIGHT i / LIGHT O.C.
96" -F
I /
LLATION IS 1 1 HEIGHT
t)OR I TIP-TO I TIP
HEIGHT
)HALL BEsICHORSOF
I 1 I
ALAN IS USED 1 1
4LLATION 1
F,SHEET 8
4D IS ANCEBEYOND
D 6• I� B�.� �— 12"MAX.O.C. 6" L.D—�{ �*-- 12'MAX.O.C. 2"MAX. H,SHEET 9
!D IS BEYOND MAX. SHEET 6 MAX. SHEET 7 5"MA:
VCHOR TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME TYP. FIN FRAME ELEVATION
3H TO THE ELEVATION (TESTED UNIT) ELEVATION TESTED UNIT) (TESTED UNIT)
ERRING
BUST BE
IMPOSED ON FIGURE 1:
GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A 8LC
MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET
GENERAL NOTES........................ 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12"O.C.MAX.FOR ALL CURVED FRE
CTURAUCYCLE ELEVATIONS................................ 1 MEMBERS,SEE FIGURE 1,THIS SHEET.
iS PERASTM GLAZING DETAILS....................... 2-5
DESIGN PRESSURES.................. 2-5 12"O.C. / ---WIDTH Imo--- WIDTHWIDTH--I I"- WIDi
t TEST INSTALLATION,FLANGE............. 6 MAX. r— — — — — — — — — —
SURE,FRAME INSTALLATION,EQUAL-LEG....... 7
INSTALLATION,INT.FIN A...........8 y
INSTALLATION,INT.FIN B...........9 / �� w
BEEN CORNERASSEMBLY................... 10 6"
ESPONDING EXTRUSION PROFILES................10 MAX ( i L —
3-113%STRESS PARTS LIST...................................10 -- t—
)N OF THIS
IVAS USED FOR —WIDTH
TABLE
}~— WIDTH—�{ I+ WIDTH �-{ I-�- WID'
TABLE 1: — — — 1 CL 4NCHORS THAT —,R MATERIALS �YPQ Sheat
Descdptton;E• 1 7/16"Lamf 3116"An-.090"PVB-3116"HS 2 uw w w2 7116"Lami(3/16"HS-.090"PVB-3116"HS 250&7212; 3 1-1/16"Lami. IG 3/16"T-7/16"Air-3116"An-.090"PVB-3/16"HS 3 L 1 -- 1L — - — J ]
1;ANSI/AF&PA 4 1-1116"Lamt. IG(3/16"T-7/16"Air-3116"HS-.090'PVB-3/16"HS) 3
ADM5 7116"Lami(3116"An-.0901 SG-3/16"An) 4 f~-----WIDTH--- �-I }�- WIDTH --3 N- WIDTH -�I {�- WID
+l-Su +1-bu +l-ifu +l-ou I +l-vu *r-w *I-ov Trov vav r
+1-80 +150 +1-80 +1-80 +1.80 +/-80 +1-79.8 +/-79.4 3/16"HEAT STRENGTHENED GLASS
+1-80 +1.80 +1-80 +1-79.7 +1-77.2 +175.1 +1-73.4 +/-72.2
3/16'ANNEALED GLASS
+/-80 +1.80 +1-78.1 +/-75.2 +1-725 +/-70.3 +/-68.5 +1.66.3
+/-79.8 +1-77.2 +/-74.3 +/-71.3 +1-67.9 +/•85.1 +/-63.4 +/-61.6 4 11
+1-77.4 +1-74.3 +1-71.3 +1-68.2 +1-64.7 +/-81.6 +1-59.8 +/-58.2
+1-75.4 +/-72.1 +/-68.9 +1-65.6 +1-622 +1.59.7 +1.57.5 USED AT CURVED
+/-73.6 +/-70.1 +/-60.8 +1-63.5 +/-60.3 +/-57.7 FRAME MEMBERS ONLY 29 518" I-.-- LONG SIDE -
+1-71.9 +1-68.3 +/-64.9 +1-61.5 +1-582 @ 11-7/8"O.C.MAX. GLASS BITE
+1-70.3 +/-68.7 +1-63.1 +/-59.7 1-3
+1-68.8 +1-65.1 +1-61.5 SHORT
+1.67,3 +1-63.5 EXTERIOR SIDE
+165.3 20 13
GLASS TYPE 1
LONG SIDE -
INDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT
IEXT AVAILABLE SHORT OR LONG DIMENSION.
MALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
lindow Design Pressure(+/•,psf)for Glass Type 3
Long Side(in)
80 84 88 92 96 100 104 109-1/2 1-1116"NOM. 7/16'LAMINATED
+1-80 +/-80 +/-80 +1.80 +/-80 +/-80 +1-80 +1-80 GLASS STACK GLASS STACK
+1-80 +/SO +1-80 +1-80 +1-80 +1-80 +1-80 +1.80 }
+1-80 +/-80STR
O +1.80 +/-80 +1.80 +1-80 +1.80 +1-80 HEAT -�{ SHOR
+/-80 +/-80 +1-80 +1-80 +1.80 +/-80 +l-80 +1-80 3/16'TEMPERED GLASS STRENGTHENED GLASS SIDE
+1.80 +150 +1-60 +/-80 1 +1-80, +179.4 +1-76.4 +1-74.3 3116"ANNEALED GLASS
+1-80 +ISO +1.80 +1-80 +1-76.7 +1-73.5 +1-70.9 +1-69 7/16"AIR SPACE .090"PVB
+/-80 +150 +1-80 +/-77 +/-73.1 +1-69.6 +/-66.9 +1-65.2 11 INTERLAYER
+/-80 +ISO +/-77.8 +1-74.1 +/-70.3 +1.67.5 +/-63.9
+1-80 +/-79.2 +1-75.4 +1-71.7 +/-68.1 +1-65.1 5
+/-80 +1-77.2 +1-73.3 +/-69.5 +/-65.8 USED AT CURVED 518„
+/-79.4 +/-75.3 +/-71.3 +1-67.5 FRAME MEMBERS ONLY 29 GLASS BITE
+1-77.7 +/-73.5 +/-69.5 @ 11-7/8"O.C.MAX.
+1-76 +/-71.8 1-3
+1-73.8
EXTERIOR
C] 22 21 13 SHOP
SIDE
GLASS TYPE 3
/INDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
NEXT AVAILABLE SHORT OR LONG DIMENSION.
•tau +l-i3U +l_uu +I-uu +l-ou fl-bu +/-SU *I-ou *l-6U */-dV *r-ou i rI-ou =r-w „-w I ,-w „•w - • w
•80 +/-80 +/-80 +/-80 +1-80 +1.80 +/-80 +/-80 +1-80 +1-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +1-80
-80 +/-80 +/-80 +1-80 +1-80 +/-80 +/•80 +/-80 +1-80 +1-80 +1-80 +/-80 +/-80 +1-80 +/-80
-80 +1.80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1.80 +/-80 +/-80 +/-80 +/-80
-80 +/-80 +/-80 +/-80 +1-80 +1.80 +/•80 +/-80 +/-80 +1-80 +/-80 +/-80
-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +/-80
-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80
-80 +1-80 +1-80 +1-80 +/•80 +1.80 +/-80 +1.80
-80 +1-80 +/-80 +/-80 +1-80 +1-80 +1-80
-80 +/-80 +1-80 +/-80 +/-80 +/-80
-80 +/-80 +/-80 +/-80 +/•80
-80 +1-80 +/-80 +1-79.1
-80 +/-80 +/-78.6
'-80 +/.79.1
'•80
79.3
GED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
)THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1-1/18'NOM. TABLE DIMENSIONS MAY BE
GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR
GLASS STACK HORIZONTALLY AS SHOWN.
1
.090"PVB INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS SID
3116"HEAT 3/16"HEAT STRENGTHENED GLASS f.� LONG SIDE
STRENGTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER -f— Al
11 SHORT
5 � SIDE
USED AT CURVED SHORT
5/8' FRAME MEMBERS ONLY 29 5/8" SIDE
GLASS BITE @ 11-7/8'O.C.MAX. GLASS BITE
1-3
EXTERIOR LONG SIDE —►{
13 C] 22 21 13
.ASS TYPE 2 GLASS TYPE 4 SHORT � Lor
SIDEsic
SHORT
_4 SIDE
SIDE
yu-1v1.v Twr-�u.r Twr-�.r Tau-ac.e T7vr-a....
f90/-95.1 +901-91.8 +1-88.2 +1-84.4 +1.81.5 +1-80.1 +1-79.8 +1-79.4 3/16"ANNEALED GLASS
+/-88.9 +1-85.5 +1-826 +1-79.7 +/-77.2 +1-75.1 +1-73.4 +/-72.2 3116"ANNEALED GLASS
+1-83.2 +1.80.7 +1-78.1 +1-75.2 +1-725 +1-70.3 +/-88.5 +/-66.3 4
+/-79.8 +1-77.2 +1-74.3 +/-71.3 +/-67.9 +1-65.1 +1-63.4 +/-61.6 11
+/-77.4 +/-74.3 +1-71.3 +1-68.2 +/.64,7 +1.61.6 +1-59.8 +1-58.2 USED AT CURVED
+1-75.4 +/-72.1 +1-68.9 +/-65.6 +1-622 +159.7 +1-57.5 FRAME MEMBERS ONLY 29 5/8"
+1.73.6 +1-70.1 +1-66.8 +1-63.5 +/-60.3 +/57.7 @ 11-7/8"O.C.MAX. GLASS BITE �-- LONG SIDE -
+1-71.9 +/-68.3 +1.64.9 +/-61.5 +1-58.2
+/-70.3 +/-66.7 +/-63.1 +/-59.7 1-3
+/-68.8 +1-65.1 +1-61.5 SHORT
+1-67.3 +1-63.5 EXTERIOR SIDE
+1.65.3
a 20 13
GLASS TYPE 5
�- - LONG SDE -
-A w
NDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DET
EXT AVAILABLE SHORT OR LONG DIMENSION.
4ALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH.THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
QUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
indaw Design Pressure(+/-,psf)for Glass Type 7
Long Side(in)
80 84 88 92 98 100 104 109-112 1-1/16"NOM.
+901-126 +901-122.6 +901-119.8 +90/-118.1 +901-117 +901-115.8 +901-112.7 +901-109.9 GLASS STACK 7/16"LAMINATED
F9(VA14.8 +901-111.5 +90/-108.1 +901-104.3 +901-102.4 +901-102 +901-101.4 +901-99.7 GLASS STACK SHOR
F901-107.5 +901-103.8 +901-99.7 +901-95.3 +901-92.1 +901-90.5 +1-90 +1-89.6
r90V-100.5 +90/-96.6 +901-93.3 +/-90 +/-87.3 +/-84.9 +/-82.3 +/-81.2 3116"TEMPERED GLASS • ANNEALED GLASS SIDE
+90/-94 +90/-91.1 +/•88.2 +/-84.9 +/-81.9 +1-79.4 +/-76.4 +/-74.3 331111 6"ANNEALED GLASS
+901-90.1 +/-87.2 +1-84 +/-80.5 +/-76.7 +1-73.5 +1-70.9 +1-69 7116"AIR SPACE .090"SG INTERLAYER
+1.87.4 +1-64 +/-80.6 +1.77 +1-73.1 +/-69.6 +/-66.9 +/-65.2
+/-85.2 +1-81.4 +1-77.8 +1-74.1 +/-70.3 +1.67.5 +/-63.9 11
+/-83.2 +1-79.2 +/-75.4 +/-71.7 +/•68.1 +/-65.1 5
+1-81.2 +1-77.2 +1-73.3 +1-69.5 +/-65.8
+1-79.4 +1-75.3 +1.71.3 +/-67.5 USED AT CURVED
FRAME
+/-77.7 +1.73.5 +1-69.5 M ONLY 29
@ 11--77 MEMBERS 18"O.C.MAX. GLASS BITE
+/-76 +/-71.8 1-3
+/-73.8
EXTERIOR
a 22 21 13 SHOTE
SIDE
GLASS TYPE 7
WDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
4EXT AVAILABLE SHORT OR LONG DIMENSION.
Neel I CCT Wn1nnW enR 1Ki TUR TAR1 9 ARnvF MR41 ..W TNF nvFRA1 i n1MFNRInN1.4 rOMPI FTFLY FIT WITHIN.
30 +901-130 +901-130 1 +901-130 +901.130 +901-130 1 +901-130 +901-130 +901-130 +9ul-13u 1 +yul-1;3u +wul-13V +yul-IOv �uur-iw =aw-wv Tvuw-Npv
30 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130
30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901430 +901-129.2 +901-127.3
30 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-126.8 +901-123.2 +901-122
30- +901-130 +901-130 +901-130 +901-130 +90'-129.3 +901-123.2 +901-119.7 +901-116.4
30 +901-130 +901-130 +901-130 +901.130 +901-124.5 +901-119.4 +901.115
30 +901-130 +901-130 +901-130 +901-126.9 +901-120.5 +9Q'-115.3
30 +901-130 +901-130 +90'-129.7 +901.123 +90'-116.5
30 +901-130 +901-130 +901-126.2 +89.41-119.
30 +901-130 +901-130 +88.81-123
30 +901-130 +88.81-127.1
30 +89.41-129
30
29.
ED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
fHE NEXT AVAILABLE SHORT OR LONG DIMENSION.
'HE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4ND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
1-1/16'NOM. HORIZONTALLY AS SHOWN.
GLASS STACK � 7/16"LAMINATED LON
GLASS STACK SID
4GLASS
SG INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS �- LONG SIDE �/
6"HEAT 3116 HEAT STRENGTHENED GLASS
RENGTHENED GLASS 7116"AIR SPACE .090'SG INTERLAYER SHORT
SIDE
11 + / `} SHORT
5 J- 1 SIDE
" USED AT CURVED
518 FRAME MEMBERS ONLY 29 5/8'
BITE @ 11-718"O.C.MAX. GLASS BITE
LONG SIDE --�-�
EXTERIOR T_
G] 22 21 13 SLOt
HORT
SIDESIE
►SS TYPE 6 GLASS TYPE 8
SHORT
SIDE
l 1/4"MAX SEE NOTE 2,THIS SHEET P Q
EMBEDMENT SHIM '
TYP.ANCHOR TYPE,EMBEDMENT AND
• a ;. EDGE DISTANCE PER SUBSTRATE, d v
EDGE ti & SEE TABLE 8,THIS SHEET = 'A
DISTANCE
114"MAX a
1 SHIM 1
TYP.ANCHOR TYPE, a
EMBEDMENT AND EDGE ': a
DISTANCE PER SUBSTRATE, 4°
11 SEE TABLE 8,THIS SHEET
USED AT CURVED EXTERIOR '
29 FRAME MEMBERS ONLY °' •d; ••
@ 11-7/8"O.C.MAX. CONCRETE/CMU 410711 '
° '•
PER ANCHOR VISIBLE LIGHT WIDTH= 5 . ,.
REQUIREMENT WINDOW BUCK WIDTH-2-314"
WINDOW BUCK WIDTH CONCRETE/CMU
TIP-TO-TIP WINDOW WIDTH PER ANCHOR
REQUIREMENT
1/41 MAX.SHIM --� HORIZONTAL SECTION A-A
#12 STEEL
SELF-DRILLING SMS
(G5),SEE TABLE 8, TABLE 8:
THIS SHEET Min.Edge Max O.C.
Anchor _F Substrata Distance Min.Embedment Spacing
P.T.Southern Pine(SG=0.55) 9116' 1-318' 12'
INSTALLATION #12 or#14 410 SS Screw Aluminum,6063-T5 min. 318' 0.063" 12"
METHOD D A36 Steel 3/8' 0.063 12
Steel Stud Gr.33 min. 3/8' 0.045'(18 Ga) 'IT
INSTALLATION ANCHOR P.T.Southern Pine(SG=0.55) 9116" 1-318' 12'
UNDERNEATH THE Aluminum,6063-T5 min. 318' 0.063'' 12'
BEADING #12 or#14 Steel Screw(05)EXTERIOR A36 Steel 3/8' 0.063"' 12'
Steel Stud,Gr.33 min. 318' 0.045 (18 Ga)' 12'
1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4' 12"
21 MIAMI-DADE APPROVED MULLION Concrete(min. 3.35 ksi) 1' 1-314' 12'
(SEE SEPERATE NOA),ALUMINUM, Concrete(min. 2.85 ksi) 1' 1-314' 12"
6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 2-1/2" 1-3/8' 12'
SEE SUBSTRATE PROPERTIES, 114" Steel Ultracon
TABLE 8,THIS SHEET Ungrouted CMU, (ASTM G90) 2-1/2' 1-114' 12'
�1/4"MAX SHIM Grouted CMU, ASTM C-90 2-112' 1.3/4' 12'
5116"Steel Ultracon Concrete(min.3.5 ksi) 1-1/4' 1-314" 12:
Grouted CMU,(ASTM C-90 2-112' 1-314 12
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET
• ..d . CONCRETE PER
ANCHOR INSTALLATION NOTES:
• .. 4 4 .. REQUIREMENT
d :,•d : . 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2",1X WOOD BUCI
TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR G
1/4
AX
EMBEDMENT —� I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,V.
.a d. SEE TABLE 9,THIS SHEET
EDGE
DISTANCE
Ll/4"MAX AWW ?•
2 SHIM
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE ,• a9'
DISTANCE PER SUBSTRATE, r•.
11 SEE TABLE 9,THIS SHEET
°.'. EXTERIOR :a °
USED AT CURVED 4
29 FRAME MEMBERS ONLY °` •! •� ,
@ 11-718'O.C.MAX. CONCRETE/CMU VISIBLE LIGHT WIDTH ti •?
WINDOW BUCK WIDTH-2--314"
PER ANCHOR
REQUIREMENT t1 WINDOW BUCK WIDTH
CONCRETE/CMU
HORIZONTAL SECTION C-C REQUIREMENT
114'MAX.SHIM
#12 STEEL
SELF-DRILLING SMS
(05),SEE TABLE
THIS SHEET
TABLE 9:
Anchor Substrate Min.Edge Min.Embedment Max O.0
Distance Spacing
P.T.Southern Pine(SG=0.55) 9/16' 1-318' 12'
Aluminum,6063-T5 min. 316' 0.063'" 12'
INSTALLATION #12 or#ta a10 ss screw A36 Steel 318" 0.063'' 12"
TYPE H Steel Stud,Gr.33 min. 3/8' 0.045' 18 Ga 12'
P.T.Southern Pine(SG=0.55) 9116' 1-318" 12'
EXTERIOR #12 or#14 Steel Screw(G5) Aluminum,6063-T5 min. 3l8' 0.063'• 12'
n A36 Steel 318' 0.063" 12'
Steel Stud,Gr.33 min. 318' 0.045' 18 Ga • 12'
MIAMI-DADE APPROVED MULLION 1/4' 410 SS CreteFlex Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4' 12'
21 (SEE SEPERATE NOAj,ALUMINUM, Concrete(min.3.35 ksl) 1' 1-3/4' 12'
6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi) 1" 1-3/4` 12'
SEE SUBSTRATE PROPERTIES, Concrete(min,2.85 ksi} 2-1l2' 1-3l8' 12"
114`Steel Ultracon
TABLE 9,THIS SHEET Ungrouted CMU, (ASTM C-90) 2-112' `IAW 121
Grouted CMU, (ASTM C-90) 2-112' 1-314' 12'
�1/4"MAX SHIM 5116'Steel Ultracon Concrete(min.3.5 ksl) 1-114" 1-3/4' 12'
Grouted CMU,(ASTM C-90) 2-112' 1-314" 12'
*MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1X WOOD BUCKSTRIP,
SEE NOTE 2,THIS SHEET
CONCRETE PER
° 4 ANCHOR INSTALLATION NOTES:
• REQUIREMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
a 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BU(
TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR
DIST DISTANCE 1/4"MAX
� DISTANCE SHIM EDGE DISTANCE --+--�
0 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP n
VV OR FRAMING,SEE OR FRAMING,SEE U
NOTE 2,THIS SHEET NOTE 2,THIS SHEET
1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 10,THIS SHEET
EMBEDMENT
3 EMBEDMENT
USED AT CURVED
}FRAME MEMBERS ONLY
@ 11-7/8-O.C.MAX.
11 EXTERIOR
4 11
VISIBLE LIGHT WIDTH= 5
114"MAX.SHIM WINDOW BUCK WIDTH-2-314"
WINDOW BUCK WIDTH
INSTALLATION HORIZONTAL SECTION E-E
TYPE L
#10 STEEL
SELF-DRILLING SMS
(G5),SEE TABLE 10,
THIS SHEET TABLE 10:
Anchor Substrate MIn. Edge Max.O.C.
Distance Spa Ing
2-112"x .11311 Box Nall P.T.Southern Pine SG=0.55) 5119' S"
2-1/2"x .131"Common Nall P.T.Southern Pine SG=0.55 318" 5"
21 2-1/2"x .145" Roofing Nall P.T.Southern Pine SG=0.55 3/8" 5"
g 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine(SG= .55) 1!2"+ 6'
OR FRAMING,SEE #10 x 1"Steel Screw' 0.093 Aluminum,6063-T5 min. 6119 5
NOTE 2,THIS SHEET V 1/19'A36 Steel 6/19' S"
114"MAX SHIM0.045" 18 Ga Steel Stud Gr. 33 6/19' 5"
MIAMI-DARE APPROVED MULLION •(SEE SEPERATE NOA),ALUMINUM, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 10,THIS SHEET
d
EDGE DISTANCE
INSTALLATION NOTES:
:DMENT TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
AND EDGE DISTANCE PER
SUBSTRATE,SEE TABLE 10,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCK!
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2'THICK OR GR
f f 1/4"MAX
L• MORE THAN 6`
EMBEDMENT �} SHIM 1X WOOD BUCKSTRIP,SEE Q<
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET d 4
V OR FRAMING,SEE
NOTE 2,THIS SHEET a
114"MAX TYP.ANCHOR TYPE,EMBEDMENT AND °
3 SHIM EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11,THIS SHEET
\—EMBEDMENT
TYP.ANCHORTYPE,AND EDGE . b•
DISTANCE PER SUBSTRATE, q,
SEE TABLE 11,THIS SHEET3 4
a
AAA
USED AT CURVED EDGE •. Q - ,
}FRAME MEMBERS ONLY DISTANCE 8
@ 11-7/8"O.C.MAX. DIS
CONCRETE/CMU 11
PER ANCHOR
REQUIREMENT 4 11 CONCRETE/CMU
PER ANCHOR
VISIBLE LIGHT WIDTH= S REQUIREMENT
1/4"MAX.SHIM }+ – WINDOW BUCK WIDTH.2-3/4"
Z/ 77f# WINDOW BUCK WIDTH EXTERIOR
INSTALLATION TYPE O HORIZONTAL SECTION G-G
FOR THIS INSTALLATION
METHOD ONLY, TABLE 11:
ANCHORS MAYBE NO Min.EdgeMax.O.C.
• MORE THAN 6'O.C. Anchor Substrate Distance Min.Embedment Spading
P.T.Southern Pine SG=0.55 9116" 1-318" 6"
#12 STEEL #12 or#14 410 SS Screw Aluminum 6063-T5 min. 318" 0.063"+ 6"
SELF-DRILLING SMS A36 Steel 3/8" 0.063"• 6"
Steel Stud,Gr.33 min. 3/8" 0.045' 18 Ga ' 6"
(G5),SEE TABLE 10, P.T.Southern Pine SG=0.55 9/16" 1-318" 6"
THIS SHEET
#12 or#14 Steel Screw(GS) Aluminum,6063-T5 min. 318" 0.063"' 6"
A36 Steel 3/8" 0.063"' 6"
21 TYP.ANCHOR TYPE, EXTERIOR Steel Stud,Gr. 33 min. 318" 0.045" 18 Ga ' 6"
6 EMBEDMENT AND EDGE Ungrouted CMU,(ASTM G90) 2-112" 1-1/4" 12"
DISTANCE PER SUBSTRATE, 1/4"410 SS CreteFlex Concrete(min.3.35 ksl) 1" 1-314" 12"
SEE TABLE 11,THIS SHEET MIAMI-DADE APPROVED MULLION Concrete min.2.85 ks! 1" 1-3/4" 12"
�1/4"MAX SHIM " Concrete min.2.85 ksl 2-112" 1-318" 12"
{SEE SEPERATE NOA},ALUMINUM, 114 Steel U1lracon U routed CMU, ASTM G90) 2-112" 1-114' . 12"
STEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C-90 2-112' 1.3/4" 12"
SEE SUBSTRATE PROPERTIES, Concrete min.3.5 ksl) 1-114" 1.314" 12"
TABLE 11,THIS SHEET 5116"Steel Ultracon Grouted CMU, ASTM G90 2-1/2" 1.3/4" 12"
1X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
SEE NOTE 2,THIS SHEET
`4':.• ..d a • INSTALLATION NOTES:
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
•. r ,` 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCK;
JJ OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GR
1
ANGLED/CURVED ANGLED/CURVED
FRAME ASSEMBLY FRAME ASSEMBLY
90°CORNER 90°CORNER
AME ASSEMBLY I FRAME ASSEMBLY
l �
1 10 ,
j ALL CORNERS TO
I
USE GASKET I
I // AND/OR SEALANT
EQUAL-LEG FRAME
� I
FLANGE FRAME
-EQUAL-LEG FRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS
.ANGE FRAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT
SCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS
30
2.784" 2.784" d 2.784"
so
.094' —•-I I-+— .094" .094' If-
.074" 062" .074" 062" 074"
1 Materiel 1.375" k 1.375"_L
1.875" 438" 500" 436" 500` 4Na"
Alum. 6063-T5 1.000"
":0.000' :o.00s
Alum.6063-T6 •500 T --.-I�-.--� .050 �—��--�-- .050" 1.5" �+ .050
Alum. 6063-T5 FLANGE FRAME EQUAL-LEG FRAME .077'
g Alum. 6063-T6 O#4253C, 6063-T5 2 #4285, 6063-T5 --
Alum.6063-T5 3 FIN FRAME
er Alum.6063-T5 #4256, 6063-T5
ir Rigid PVC k__t
ts) Polyethylene 970" 1 �+— .346" 1.037
Flex PVC, Duro. 65+/-1 "
�e or Equiv. .875" .875" II 111
Vx 7116"x 4" Neoprene, Duro. 85+1-1 f
-��.- .050" i} .050" 050"
K 1-3132'x 4" Neoprene, Duro. 85+/-1
7116" LAMI � I.G. GLASS � INSTALLATION
GLASS BEADING ( 1 BEADING ( Ra 1 FASTENER COVER