HomeMy WebLinkAboutProduct Approval REVIEWED FOR
CODE COMPLIANCE
M IAM I-DADE ST. L U I E COUNTY MUM—DADE COUNTY,FLORIDA
BO a PRODUCT CONTROL SECTION
e"� 11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/baildina
PGT Industries,Inc.
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 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 11HR7710A"Aluminum Horizontal Roller Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)",
sheets 1 through 19 of 19, dated 06/30/18,with revision A dated 03/11/20,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 user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-0627.01 and consists of this page 1 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.20-0406.04
MIAMI•DADE COUNTY Expiration Date: August 23,2023
Approval Date:August 27,2020
T8/19/29/20 Pagel
va'a Copy
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
L Manufacturer's die drawings and sections.
(Submitted under NOA No. 18-062 7.01)
2. Drawing No. 7710NOA-1,titled"Aluminum Horiz. Roller Install (LM), sheets 1
through 19 of 19, dated 06/30/18,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under NOA No. 18-062 7.01)
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 an aluminum horizontal
sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 18-0627.01)
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 horizontal
sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No.
FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 18-062 7.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition(2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 18-0627.01)
2. Glazing complies with ASTM E1300-09
Manuel Perez,P.E.
Product Control ExV r
NOA No.20- .0
Expiration Date: August
Approval Date:August 27,2020
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's(coNmuED)
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
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6"Edition(2017),dated July 25,2018,issued
by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 18-062 7.01)
2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 18-062 7.01)
3. Proposal No. 18-0289 issued by the Product Control Section,dated 02/20/18, signed by
Manuel Perez,RE
(Submitted under NOA No. 18-062 7.01)
G. OTHERS
1. None.
Manuel Perez,P.E.
Product Control Ezar
NOA No.20-0 06.04
Expiration Date: August 23, 3
Approval Date:August 27,2020
E-2
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 7710NOA-1,titled"Aluminum Horiz. Roller Install(LM), sheets 1
through 19 of 19,dated 06/30/18,with revision A dated 03/11/20,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 ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsi1791 and Dowsil 983
silicones,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
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)
dated 07/13/20, all signed and sealed by Idahnis Ortega,RE
C. CALCULATIONS .
1. Anchor verification calculations and structural analysis,complying with FBC 61h
Edition(2017),prepared by manufacturer, dated 06/18/18,revised on 07/25/18 and
updated to the FBC 71h Edition (2020) on 04/02/20, 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. 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.
2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America,Inc, for their
"Kuraray SentryGlas®XtraTM(SGXTm) Clear Glass Interlayer.'dated 05/23/19,
expiring on 05/23/24.
JAo
Manuel Perej
Product Control Exa
NOA No.20-0Expiration Date: August 23
Approval Date:August 27,2020
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (coNTINuED)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition(2017)and the
FBC 7th Edition (2020),dated March 10,2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated March 10,2020,issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0627.01, issued to PGT Industries,Inc. for their Series
"HR7710A"Aluminum Horizontal Roller Window-L.M.I. approved on 08/23/18 and
expiring on 08/23/23.
Manuel Perez,P.E:
Product Control Exa r
NOA No.20-0406.04
Expiration Date: August 23,
Approval Date:August 27,2020
E-4
l
SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE C SMALL MISSILE
3EE TABLE32-11
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). QUANiiT1ES, 12' -1 1 IMPACT RESISTANT
8
SEE TABLES I2-14 23' O.C. "
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. USER INSTRUCTIONS:
�� OPENINWS ETHESITES LIRE REQUIREMENT
3)FOR MASONRY APPLICATIONS IN MIAMI-DAOECOUNTY,USE ONLY MIAMFDADE COUNTY APPROVED --"'-� OPENING'S DESIGN PRESSURE REQUIREMENT PRODUCT REVISED
MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 FROM ASCE 7. as complying with the Florida
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE Building Code
A A 110"o. 20.0406.04
4)ALL WOOD BUCKS LESS THAN 1-1LP'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS,IX WOOD BUCKS 7� 2)KNOWING YOUR GLAZING OPTION(DATER 1),
O
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-10 VERALL WINDOW CONFIGURATION AND SIZE,DETERMINE Expiration Date- /2023
6 23
HEIGHT 68' 69' I YOUR WINDOWS DESIGN PRESSURE FROM TABLES
THICK OR GREATER.1X AND 2X BUCKS(NMF1d USED)SHALL BE DESIGNED AND SECURED TO PROPERLY SASH r� FACED i 2-71,R MUST EQUAL OR EXCEED THE DESIGN
By,
TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY VISIBLE �/ VISIBLE --LL PRESSURE REQUIREMENT FOR THE Mmm ads Produet Cq 1
OF THE ENGINEER,(EDIT)OR ARCHITECT OF RECORD,(AIR). BUCK LIGHT LIGHT 22-11. WINDOW OPENING OBTAINED IN STEP 1.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT `' Q.C. A)UPDATED TO FBC
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST'BE 34.U' TABLESRMIBE THE ANCHOR QUANTITY FROM ii 2020,REVISED ANCHOR
SEALED.OVERALL SEAUNG 8 FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH �-�8'FaeO TYPE TABLE.
DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLEUGHT "s
LIGHT 4)INSTALL AS PER SHEET 15 FOR FLANGE
6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION,SHEET 16 FOR EQUAL LEG
THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS, INSTALLATION OR SHEET 17 FOR INTEGRAL FIN JR-03/11/20
_ —1}- INSTALLATION.
7)DESIGN PRESSURES: B I I L9• W co y a
SEE .-'--��.'III (B-12' NOTE:DESIGN PRESSURE RATING DETERMINATION
A.NEGATIVE DESIGN LOADS BATED ON STRUCTURAL 8 CYCLE.TESTING AND GLASS NOTES THIS WEEPHOLE
75'BUCK WIDTH MAX. IS THE SAME PROCESS FOR ALL FRAME TYPES O r,a
PER ASTM E1300. 76'OVERALL WIDTH BUCK) (FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). � m O ABa
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE ❑ O co
C DESIGNLOADSAAREBAS SS DE ON ALLOWABLE STRESS DESIGN,ASD. TYP.FLANGE XO ELEVATION(OX SIM.) ,�PB X.300"WITHPLASTICBAFFLE. 0 LE NOTES: N °'°0 ap
MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4•FROM EACH END. O� U) Z
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FORANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL JO J o g W o
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, ZLL[Op r
USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEETABLES 15.18 12' =W J
EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-1/r O.C. 12'O.C. WUm J uxw0 •ON
MATERIALS SHALL MEET THE REQUIREMEN I Is OF THE FLORIDA BUILDING CODE FOR CORROSION D.C. K-Z'T Q 0mo
RESISTANCE --�� -- -----�� B UJ;p y Z
Z O
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA �` J7 J� O—Z e Q W
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. `------
10 REFERENCES:TEST REPORTS FTL 18.7891 818-7891.01;ELCO ULTRACON NOA;DEWALTIELCO W O
CRETEFLEX NOA;DEINALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD S56"ASH 58" / C I
C AS .6
CONSTRUCTION,ANSVAFB.PA NDS&ALUMINUM DESIGN MANUAL �' FIXED ® � N
VISIBLE VISIBLE
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL OVERALL
E RALL LIGHT / LIGHT / / 2 0 O 1MMY5
TABLE 1: HT 2O.C.' F Z Q
11P Table 6 Anchor Table Y 6' O.C. J t0_.
ry� DO°crlp8on(Listed from 6cmdor m Interior) XO/OX %OX XO/OX XOX BUCK VISIBLE LIGHT FIXED Z n
HEIGHT SASH
9TD HD STD STD HD STD VISIBLE w W
/8" ,. ,1/ AN 2 - 7 I LIGHT W =
2 1/9'HS,.090'PVB,1/8'HS 3 - 8 12 - 16 L 9• Q a
3 311W AN,.090'PVB,3/18'AN 3 8 12 16 Mfl1 'uM0 nuMS
4 13/10"LIG:1/8"AN CAP,AIRSPACE,1/8'AN,.090"PVB,11W AN 4 - 7 12 - 15 g SEE WEEPHOLE
5 13/1G'UG:1/8`TP CAP,AIRSPACE,1/8'AN,.090'PVB,1f8'AN 3 - 7 12 - 15 OTES,
6 13/16'LIG:3/16'AN CAP,AIRSPACE,7/8"AN,.09W PVB,11W AN 3 - 9 12 - 18 119'BUCK WIDTH THIS SHEET
SEE SHEET 17 FOR 120'OVERALL WIDTH 1� �N•ice 7 13/16'UG:3116"TP CAP,AIRSPACE.1/8'AN..OfM'PVB,1/8'AN 3 - 9 12 - 18 .t�
8 31191 AN,.090'SG,3116'AN 5 6 10 13 14 17 INTEGRAL FlN \- 3F
9 3/16'HS,,090'SG,3116'HS 5 6 11 13 14 18 ANCHORAGETYPE TYP. FLANGE XOX ELEVATION Q.' '•.�
10 13116"LIG:1/8'AN CAP,AIRSPACE,3/16'AN,.09D"SG,3/18`AN 6 6 10 13 14 17 8 SPACING MAX•DIMENSIONS ALLOWED SHOWN *: NO.58705 '
17 13116"LIG:1/6`TP CAP,AIRSPACE,3/16•AN,.090'SG,3115'AN 5 8 10 13 14 17 *__
12 13116'LIG:118'AN CAP,AIRSPACE,118'HS,.090'SG,116'HS 5 8 CODES/STANDARDS USED:11 13 14 18 GENERAL NOTES...............................1 _
13 13118"LIG:118'TP CAP.AIRSPACE,1/8'H3,.090-SG,1/8'HS 5 6 11 73 14 18 ELEVATIONS....................... ��]'•. yt1 �\
•292D FLORIDA BUILDING CODE(F'BC),7TH EDITION GLASS TYPES TABLE....... i •LL/
14 13/16'LIG:3I78'AN CAP,AIRSPACE, 11B°HS,.090'SG,1/8'HS 5 6 71 13 14 18 ! E
•2017 FLORIDA BUILDING CODE( ), EDITION DESIGN PRESSURES..........................2-9
15 13%8'LIG:3l16'TP CAP AIRSPACE, 1/8'HS-CST SG 1f6'HS 5 8 N N O FBC 6TH EDION 73 14 18 - (� ORIDT`.•''•
•ASTM E1300-09 ANCHOR QUANTITIES.........................10.14 ••.......
SG-KURARAY SENTRYG® A,INC.SO INTERLAYER BY KURARAY AMERIC •ANSVAFBPA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS.......15-17 �i
PVB=KURARAYTROSIFOL PVB INTERLAYERBYKURARAYAMERICA,INC. •ALUMINUM DESIGN MANUAL,ADM
ITS=HFATSTRFIJGTHENED -2015 EXTRUSION PROFILES..._._._....._.._.18 /" it ALI\\\��
AN=ANNEAL •AISI S100.16 CORNER ASSEMBLY.............::...........10
19 A LYNN MILLER,P.E.
TP=TEMPERED •AISC 36416 PARTS LIST.........................»......... ._- P.EA 58705
bl
r
r
TABLE 2:
Glass Type:1
Overall Design Pressure pbsW)for XO&OX Windows Meeting Rail:Standard
Width 090 +/6•Arl class
214/8'Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 56'Overall Hgt. 63"Overall Hgt. 1/8`ANGLASS
20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30 1
24 .._._L PRODUCT REVISED
25" +65.0 -65.0 +65.0 $5.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 1W NOM. as dt g +h the Florida
3T' +65.0 -65.0 465.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE Non-No. 20-0406.04
EXTERIOR En tmtlon Data: 8/23/2023
49" +65.0 65.0 +65.0 65.0 +65.0 65.0 +65.0 85.0 +65.0 85.0
61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74
32 Mlam de Produc,!'Co 1
6T' +65.0 1 -65.0 +65.0 1 -65.0 +65.0 -65.0 1 +65.0 -65.0 +65.0 -65.0 GLASS TYPE 1
74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 A)NO CHANGES THIS
0
SHEET.
JR-03/11/20
°cD
> Y a
3116'AN GLASS
0
.091r PVB 1!8`HS GLASS o 0
.090'PVB }r ara0 O'
30 lAr HS GLASS 30 3116'AN GLASS O N O
J p z O
TABLE 3: 24 23 - Ul
0-30
1L pp
1Q'NOW ire NOM.
Glass Types:2,3,5,6,7 GLASS BITE GLASS BITE U U d J
Overall Design Pressure(lbs/ff)for XO&OX Windows EITE OR EXTERIOR u+- p -' ° '"N
Meeting Rail'Standard F-Z vWidth
214/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt 74 74 0 U
Z�. z
20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 CO)
32 GLASS TYPE 2 GLASS TYPE 3 W [a LL
25" +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 F O
37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 $ a
13/16'NOM. 13/18'NOM L
N N W_49" +65.0 80.0 +65.0 80.0 +85.0 80.0 +65.0 80.0 +B5.0 80.0 f�--mi- ° 7)
GLASS STACK GLASS STACKia" � � la"45
61" +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 oso'P1A3
AIRSPACE AIRSPACE .090"PVe _ LU
67" +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 80.0 +65.0 -79.2' 1/8°TEMPOS 1/8`AN 3/TPGA�Os 1/8`ANGLASS ? a c
74" +65.0 �0.0 +85.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2' GLASS 0
`-80.0 FOR GLASS TYPES 2,3,6 8 7 31 74 31 74 "/a W T
Q
1 12R 1 12'NOM 1®OR 1 12'NOM. a� •xa0 saua
GLASS BITE GLASS BITE
EXTERIOR EXTERIOR
NY............
NN ''
OR 3B 70-73 OR 70-73 �
GLASS TYPE 5 GLASS TYPE 6(ANNEALED) ��';•
No.58705
GLASS TYPE 7(TEMPERED)
NOTEs
0
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND %O'er•'• F=.(V�`
EQUAL-LEG WINDOWS,SUBTRACT I•FROM THE TIP TO TIP DIMENSION IN %C�s•'•"40RID?••.•'G\���
THE TABLE TO DETERMINE THE WINDOW Ste. 'ONAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
A LYNN MILLER,P.E
RE#68705
TABLE 4:
Overall Design Pressure(Ibsife)for XO&OX Windows Glass Type:a Non,.GLAS
Meeting Rail:Standard GLASS STACK
Width Meeting
Overall Hgt. 37"Overall Hgt. 49"Overall HgL 55"Overall Hgt 63"Overall Hgt. AIRSPACE 90•PVB
20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 IA AN GLASS 1/8•AN GLASS
PRODUCT REVISED
25' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 as oomPLying w the Florida
nouaraB Codo
3T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t�OR 1 NoA-No. 20-0406.04
'�)"' 1/Y NOM. Ex Iration oats 6/231 023
49" +85.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +85.0 80.0 .GLASS ertE
61" +65.0 80.0 +65.0 $0.0 +65.0 -80.0 +65.0 80.0 +65.0 -78.8 IXTERIOR By LLS
Mlaa, da Produot'C trot
6T' +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3
74 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 .64.9 ,®OR 70.73 A)NO CHANGES THIS
GLASS TYPE 4 SHEET.
.e
E JR-03/11/20
to5 co
Q
Y
13/16•NOM. 8 � •naa
GLASS STACK
n c to
3/16•AN OR AIRSPACE '���' }^ of o0 O T
F1S GLASS 1B•AN OR (9 a W O
.090'SG 3/16•AN OR TP GLASS 3/16•AN GLASS JO ch Z o
J O LU
30 HS GLASS 31 74 Z I r$
23 O U d S
� J 0
UY NOR @OR 1 V2•NOM. I--Z V Q
TABLE 5: GLASS SITE GLASS BITE p LU^ N
Glass Types:8 thru 15 EXTERIOR EXTERIOR no Z g' Z O
Overall Design Pressure(Ibsen I for XO&OX Windows ( w
Width Meeting Rail:Standard a 74 W LL
70-73 J m
21-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 32 ®OR 3 p r O
20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) ® � a w
25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) W
1aa4S
co
37" +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 0 =
LLI
13/16'NOM. 13116"NOM. F g Q
49" +60,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �i- z a o
' GLASS STACK GLASS STACK
Z Z
61" +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +8p,0 -101.9 AIRSPACE 090•SG AIRSPACE 090"SG w
6T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 95.7' 1/s•arloR 3/16•ANOR w x
TP GLASS 118'HS GLASS TP GLASS /8"HS GLASS Q p
74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0" a1+1 •asa0 sauaS
•-110.0 FOR GLASSTYPES 9,12,13,14&15 31 74 31KGLIASS�
R 1 1rz•NOM. �oR 1
GLASS BITE
GLASS TYPES B-15 MAY NOT BE USED F�(TERIOR EXTERIORWITH INTEGRAL FIN a No.5870.5•FRAMES NOTES: ®OR 3 70.73 ®OR 0
O SA
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS.TYPE 14.(ANNEALED) ���•' F(ORIDP •''•�4(,�
EQUAL-LEG WINDOWS,SUBTRACT
CTV FROM WS�E TIP TO TIP DIMENSION IN GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERETHE TABLE TO DETERMINE THED)
'.,SS.�'••••--•••''�G���`
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE. �NAL fil""%�v`
A LYNN MILLER,PM
P.Ef 68705
TABLE 8:
Glass Types:8 thru 15
OmralWidth Design Pressure(IbsJft2)for XO 8L OX Windows Meeting Rail:Heavy-Duty
Width
214/8"Overall Hgt. 37"Overall Hgt. I 49"Overall Hgt. 55"Overall Hgt. 63"0vera11 Hgt. 76"Overall Hgt.
20" +80.0 410.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 PRODUCT REVISED
as 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.6 +80.0 -110.0 BBuirdr ode th the Florida
37" +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +00.0 -110.0 +80.0 -110.0 +80.0 410.0 HOA No. 2043406,04
49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 ex Iration Datr 8/23/2023er• 1
61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Mlamkpndo Producrre
67" +80.0 1 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8' GLASSTYPES8-15
'MAY NOT BE USED A)NO CHANGES THIS
76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -105.8` 1MTHINTEGRALFIN SHEET.
'-110.0 FOR GLASS TYPES 8-13&15 6 FRAMES
JR-03/11/20
1 GLASS STACK I I GLASS STACK GLASS STACK
m Q
.090'SG .090'SG W
3/18'ANOR AIRSPACE.. AIRSPACE AIRSPACE .090'SG > _Aaa
.090'SG HS GLASS 1/8'AN OR 11VAN OR 3/18"AN OR It
3/18'AN OR TP GLASS 3/16'AN GLASS TP GLASS /8'HS GLASS TP GLASS 1/8°HS GLASS ❑ o co
46 JHS GLASS
30 31 74 31 74 fKGLASSBrFE
(9 n�i atao Q
23 1®OR 1B 21 R 1. 1®OR O U-o LU
12'NOM. �J_ 12'NOM. 1W NONL z m r,
GLASS BITE GLASS SITE GLASS BRE
IXTERIOR EXTERIOR IXTERIOR IXT W U 00 J " CI o
a a a J~W coon74 70 73 70.73 > z
32 ®OR ®OR ®OR z I W rn
GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED)
W m LL
GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) p O
® m W It
m 1V
K co Iaa45
F
z z
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w
J W =
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aM,t •asap saHas
LYNN�/
Qom'.•' LICENSF.,(�� '
No.58705 •�
NOTES: �O'CA� oZ.fl '•�`
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG
TS 6 ATE OF G
WINDOWS,SUBTRACT I°FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE
2)FOR SIZES NOTSHOWN,ROUND UP TO THE NEXTAVAILABLE S2E.
A.LYNN MILLER,P.E.
REA 58705
b
TABLE 7:
Sash Glass Types:1,4,5 "
Overall Sash Width Design Pressure Pbsfle)for XOX Windows Meeting Rail:Standard 1f8"AN GLASS
Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49'Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. ��Pve 18.AN GLASS
" a- r 4 12.038-12052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0' -60.0 +60.0 -60.0 30 1 PRODUCT REVISED
3 1/3 1 3 12.053--15A08 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - -60.0 +60.0 -60.0 24 -7- as comps is w1M the Florida
Ire NOM. Building e
1/q-y2-1/4 12-038-13.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 GLASS SITE NOA No. 20-0406.04
49° EXTERIOR tratlon Dato;"0�_
1/3-1/3-�3 13.303-16.675 +60.0 -80.0 +60.0 �0.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 U,.M.L.iG_60L./
1/a-1/ % 12.038-14.333 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 < 74 Br
53-1/8" _ Miam ade Produc�!'Co roi
1/3-1 3 1 3 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 32 GLASS TYPE 1
1/4 1/2.% 12.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A)NO CHANGES THIS
61" ." SHEET.
1 3;/3-1/3 16.303-20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 13r15•NOM.
%-1/r�/4 12038-20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 ��GLASS STACK JR-03./11120
76" custom 20.053-22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE •D•�
1/3-1/3-1/3 22186-25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Ire°ANGLAss t�=ANGLASS Ul 00 S2 Q
1/-/2-•*/ " -24.082 +60.0 -60.0 +60.9 -60.0 +60.0 -60.0 +58.2 -58:2 +53.9 -53.9 +48.7 A8.7 31 74 > 55n "=a
92-118" custom 24.083-26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 0 o (On
26.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 �0.0 +60.0 �0.0 +60.0 �0.0 1 R t GLAS Bsre BIITE (9 "1"a K O
%%2-1/4 "" -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -68.2 +53.9 -0.9 +48.7 A8.7 EXTERIOR 0 In p o CO In zo
97" custom 25.303-27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 Z D- 'o° d -'
custom 27.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 70 73 U U
OR 3 GLASS TYPE 4 IW-w F Salo
-28.302 +60.0 -60.0 +60.0 -60.0 +60.0 •80.0 +58.2 -8.2 +53.9 -53.9 +48.7 -48.7 r- Z
109" custom 28.303-29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 z O co rn
custom 29.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 52.5 13115^NOM. Wco LL.
W
GLASS STACK
120" 1/a-1/r1/a -31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -5i8.2 +53.9 M.9 +48.7 -48.7 OAIRSPAC I¢ ,�
.090^PV8 Ir Lu
"•MIN.SASH WIDTH(FLANGE WINDOWS).OVERALL WIDTH-57.924 i18•TPE ® � r4 j
OVERALL WIDTH-50,924 GLASSGLASS z 0AN CO I"cyg
"MIN.SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS) OVERALL 2 X
F = W
g a c
w
EXT zi W 2
Qoepl •�sa0 wuasoR . p YLYNN '' ,�\��.L�CENSF 4101
* No.58705
NOTES: %O,n••
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN.ANDG\
�i\` '••:°�ORIDA•.•' Cam:
THE TABLE TO WINDOWS,
DETERMMU TRACT V FROM
THE TIP TO TIP DIMENSION IN '''s� NAL St '
11IiIIIILI
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE Ste. A.LYNN MILLER,P.E.
P.ES 68705
TABLE 8:
Glass Types:2,3
Overall Sash Sash Design Pressure(lbsfle)for XOX Windows Meeting Rail:Standard os0•i>vs 1B'HS GLASS
Width Configuration age Gn) 214/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 1/6•HS GLASS
12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 24 30 PRODUCT REVISED
44" as eomplyi g with the FWda
1/3-1/3-1/3 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �$0.0 +65.0 -80.0 12'NOM. Building Coda
12.038-13.3D2 +65.0 80.0 +65.0 -80.0 +85.0 80.0 +85.0 $0.0 +65.0 -80.0 +65.0 -80.0 GLASS SITE HOA-No. 20-0406.04
49" EXTERIOR Expiration Date•
1/3-1/3-1/ 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 `3 74 By:
1/4_1,_14 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -60.0 32 Mlam ade Produot'Co I
53-1/8" GLASSTYPE2
�/34/3-�/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A)NO CHANGES THIS
1/4 J/�/4 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 2 SHEET.
611,
1/3 J/3-1/3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0, +65.0 -80.0 WIG"AN GLASS z JR-03/11/20
1/4_%2_1/4 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090"PVB
76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 3l16•AN GLASS ago Y
/ ul ��nn
1/,%Y 3 22.186-2.5.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 23 > con 5 73
-24.082 +65.0 -80.0 +65.0 -60.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 12'NOM.
1� /r� GLASS BITE }n B p 0Q
92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 EXTERIOR Co Z
%3-1/1/ 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 `� 74 O LL oo W o
n
-25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 GLASS TYPE 3UJI
V o "as
97" custom 25.303-27.185 +65.0 -80.0 +65.0. -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 F_w^ H sn a
27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0�
z°`�' rn 0)
1/a-1/r1/a " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W
1
109" custom 28.303-30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -, in U_
O a7
1/Y,Y3 30.186-36.675 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 g 51 � �
1/,Y2_Y - -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � � y T,e4S
113-5/8" custom 29.464-33.165 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F = w
Dom, o
1/3-1/a y3 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 $D.0 +65.0 $0.0 +65.0 -80.0 z Z
31.052 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 w g 6 a
120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ¢ p =
custom 33.186-38.222 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 "11 •osea save
"MIN.SASH bWDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 ```�111
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"MIN.SASH WIDTH(FIN&EQUAL•LEG WINDOWS)=OVERALL WIDTH-57,%% ` a .•'•OCEN$F•;����
yt : No.58705
L
NOTES: '
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND �i,� •'•F<ORIDP..•••\C��
EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP TO TIP DIMENSION IN iss ......
G��
THE TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE A LYNN MILLER,P.E.
P.E4 68705
TA13LE 9:
Glass Types:S.7
overall Sash Sash Width Design Pressure(Ibslfe)for XOX Windows Meeting Rail:Standard la/ts^NOM
Width Configuration
Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55" I Hgt. 63"Overall Ho. ("� GLASS STACK
12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE 090°PVB
�" ane°ANOR PRODUCT REVISED
12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 class la°AN GLASS as comp dng wkh the Florida
Building male
12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 31 74 NOAHMO. 20-0406.04
49" Ex lrotlon Date• 0123/202
13.303-16.675 +65.0 -80.0 +65.0 60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1®oR 1 GLASS
SITE
(Zj
class arlE er
t t 12.038-14.333 +65.0 -80.0 . +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR Mla 33ade Produo!'Co rtrol
53-1/8" _
'1/3 J/3'/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � A)NO CHANGES THIS
81" t/4't/2 Y4 12.038'-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ®OR 70-73 s SHEET.
1/?/3 Y3 16.303'-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) JR-03/11/20
12.038-20.052 +65.0' -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 GLASS TYPE 7(TEMPERED)
76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 °o -y
w
Y3-t/J/3 22 186�25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 7 „aa
Co
�/4 1%''1/4 O
" -24.082 +65.0 $0.0 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 74.1A +85.0 -67.SB t] o y �-
8j0Q Oa Q
92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _+65.0 -80.0 +85.0 -80.0 +65.0 -80.0 � �N O
co
1/J/3 i/3 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.6 +65.0 -80.0 00-j o W. o
U.c n
t '• 25.302 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65,0 80.0 +65,0 74.1A +65,0 -67.58 U U d ti
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97" custom 25.303-27.185 +65.0 -80.0 +65.0, -80.0 +65.0 -80.0 +65.0
�/3-�/3••�/3 -8 F,•Z,u
27.186-32.675 +65.0 -80.0 +65.6 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.6 +65.0 -80.0 n>`- Z
" -28.302 +65.0 -80.0 +65.0 -80.0 +85.0 -80.0 +65.0 -80.0 +85.0 -74.1A +65.0 -67.5B z w- w
109" custom 28.303-30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 O F O
30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.'0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8
® Lij
t/a-%2-Y4 -29.463 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 1 -80.0 +65.0 74.1A +65.0 87.58 y ways
113-518" custom 29,464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -70.6 0 = w
Y3 Y,�/3 33.186-38.222 +85.0 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 •50.0 +65.0 -80.0 +65.0 -76.9 it
j a o
t/4-1/2 Y4 -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •74.1A +65.0 _67.5B19
120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 a ul =
oUstom 133.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 71.3 1 a141 =aa Sauas
MIN.SASH WIDTH(FLANGE WINDOWS)- MRaLLWIDTH-58,556 e-80.0FORGLASSTYPE7 2 -75.0 FOR GLASS TYPE 7
'•MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)a OVERALL ZDTH-57.556 ``P��O'L\CEN
S
*: No.58705
NOTES: _ O NAL rif1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND (O F.
C) : -z'
EQUAL-LEG WINDOWS,SUBTRACT I"F'ROMTHETIPTOTIP DIMENSION INIZE. i��s F .....RIDN •'G1��
THE TABLE TO DETERMINE THE WINDOW S S(O ����\
2)FOR SUES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE
A LYNN MILLER RE
RES 59705
I
r
TABLE 10:
Sash Glass Types:8,10,11
Overall Sash Width Design Pressure pbsi fe)for XOX Windows Meeting Rail;Standard 3118"AN GLASS
Width Configuration Ram(in) 21-1J8 Overall Hgt. 29"Overall Hgi. 37"Overall Hgt. 49°Oletall Hgt. 55"O>arall Hgt. 63 Overall Hgt. 090�
3116"AN GLASS
12.038-12.052 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 3D
44" 23 PRODUCT REVISED;.
12.053-15.008 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 410.0 as eompW.with the Floftda
ire NON, BuRcHav soda
11038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 GLASS etrE Non eta 2D•0406.04
49„ Y4 y/2-� EXTERIOR """I Dat •�
1/3��3�/9 13.303-18.875 +80.0 -110.0 +80.0 -119.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 '� ar• _
12.038-14.333 +80.0 410.0 +80.0 410.0 +80.0 410.0 +80.0 --110.0 +80.0 -110.0 +80.0 410.0 32 74 muam do Proauc 1
53-1f8" GLASS TYPE 8
14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 -+80.0 -110.0 A)NO CHANGES IS
./ 12.038-16.302 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 -11
5 SHEET.
61"
Y3-Y3-Y3 16.303-20.675 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -110.0 131i6"NOM. ig JR-03/11120
12.038-20.052 +80.0 -110.0 +80.0 A 10.0 +80.0 -110.0 +80.0 410.0 +80.0 410.0 +80.0 -99.2 �- GLASS STACK
1/4 i/2 Y4 .091Y SG
76" custom 20.063-22.186 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 110.0 AIRSPACE w 00 N
116^AN OR
Y 1/-Y3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0. -110.0 +80.0 -110.0 +80.0 -110.0 TP cuss 3116•AN Gtass > g y ws
�� -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 --110.0 +80.0 401.0 +80.0 -90.5 31 74 a o u0i
n ° Q
92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 O N O
1R 1 Ire NONL O m Z
1/3% 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0- 410.0 +80.0 -102.3 GLASS BrIE p-1 c o
EXTERIOR Z U.w -'.. ^a
Y Yg Y •' -25.302 +80.0 410.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 a v U d
97" custom .25.303-27.185 +80.0 M
+80.0 -110.0 +60.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 70-73 �w�' F
27.186-32.675 +80.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 98.9 V_R >v z
GLASS TYPE 10(ANNEALED) z w
1/4-1/z-�/a -28•302 +80.0 +80.0 410.0 +80.0 410.0 +80.0 410.0 +80.0 -101.0 +80.0 90.5 GLASS TYPE 11(TEMPERED) w r'
109" custom 28.303-30.185 +80.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -97.3 p
30.186-36.675 +80.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 4%0 +80.0 -92.9 ® A D_ w °O
tV j
Y4-Y Y " -29.463 +80.0 +80.0 410.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 »vs
113518" custom 29.464-33.185 +80.0 +80.0 410.0 +80.0 -110.0 +80.0 410.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPES B-15 = w
1/3�1/g-y/3 33.186-38.222 +80.0 " +80.0 .-110.0 +80.0 -110.0 +80.0 410.0 +80.0 110.0 +80.0 -92.3 MAY NOT G USED 5 Q a
WITH INTEGRAL FIN FRAMES y 2 d
%1/2 1/4 " -31.052 +80.0 +80.0 4:10.0 +80.0 -110.0 +80.0 410.0 +80.0 401.0 +60,0 -90.5 •
120" custom 31.053-33.185 +80.0 +80.0 -110.0 +80,0- 410.0, +80.0 410.0 +80.0 402.9 t80.0 91.5 Q LU z
custom 33.186-38.222 +80.0 +80.0 -1 i0.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 +80.0 -90.6
. OVERALL WIDTH-56.556_- t��It1
"MIN.SASH WIDTH(FLANGE WINDOWS)_ ♦ Y LYN
2 ���0........+../yj� 'ice
-MIN.SASH WIDTH(EDUAL•LEG WINDOWS)=SIVERAL WIDTH-57.Ss6 `���..• yICENSF'•.���
No.58705
NOTES:
Oda• STATE F (V��
1)OVERALL(TIPTO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG s'•..ORIOP.•
WINDOWS,SUBTRACT V FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE VANDOW SIZE. �"',,ZONAL I5,``��
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SSE A.LYNN Mtu-M,P.E.
l P.E#68705
TABLE ts. Glass Types:1,4,6
Sash Anchor Quantities for XOX Windows Meeting Rail:Standard
Overall Sash 12•MAx.O.C.
Width 21-1/8"Overall HgL 29'Overall Hgt. 37'Overall Hgt. 49"Overall HgL SY Overall Hgt. ByOverall hUi t. -I+——�►I
Width Configuration Range Qn) a '0
Head 8 Sill Head&Sill ,� Head&Sill Head&Sill Head 8 S)II Head&Sill r.
%41/r% 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 3 1+C2+1+CL+1 3 1+(2+1+C2+1 3 PRODUCT REVISED f
�" � as wmphlln9 with the Fiorl
t/a-t/a-/s 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 HGA-Mo. 20.0406.1Buffdtng code ! .
NOA N
49"
1/4--%r% 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ex Iratlon gate• 6/2312023
13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
531/8" �a 12,038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR Min— ado Produgt'Co 1
1 3-/3-1/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL
A)NO CHANGES THIS-..
1/y_1/ 12 038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 '• SHEET.
61"
%3-1/3-1/ 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1/%r1/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 z JR-03/11/20
76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1/s-1/r1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
°r Y
1�1/2-1/4 "' -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 j ,tea
92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+t2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+(2+2+C2+1 3 0 o y r
26.186-31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �N aw0 0 Q'
?/?/ 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 O
O0) Z c
97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 Z LL m
custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 U U d
1/4 1/r1/4 " -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3-1+C2+3+C2+1 3 W CO a uu� snN
109" custom 28.303-29.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 W� ~
�� to
v Z
custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 o z W m
120" %a-1/r1/t 31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 J m LL
OVERALL WIDTH-57.924 O F O
•'MIN.SASH WIDTH(FLANGE WINDOWS)
**MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-50.924 ® F-
f-
2 GUIDE TO USING o = ¢ Iaaws
ANCHOR QUANTITY 1 3+C2Nr1 13 p ¢o
TABLES FOR XOX
WINDOWS: z _
U
CLUSTER OF 2 CLUSTER OF 2 ANCHORS a: Q Q
ANCHORS ANCHORS INTHE epl •assQ sauas
1 ANCHOR AT CENTEREDATTHE CENTERED AT THE JAMB
3 ANCHORS AT
THE SASH MEETING RAIL THE FIXED LITE MEETING RAIL 011
PN(LYNN %.
22-1l2•MAX,O.C. - �-+-_ - 1 AT
9'MAX. 1 -�-r r MAx C. , THEHE SASHOR SASH • No.58705 l(��
_ 9'MAX. _
l
NOTES: / X O X O.•- �.:w�`
1)OVERALL MP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG MEETING RAIL REPEAT ANCHOR PATTERN AT SILL '�S
WINDOWS,SUBTRACT 1• PI
FROM THE TIP TO TIP DIMENSION IN THE TABLE ",,,'OVAL
TO DETERMINE THE WINDOW Ste. r f I f I I I I 1 I I
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SEE A LYNN MILLER.PE.
P.EA SaTpS
TABLE 16.
Anchor QuanddDs for XOX Windows Glass Types:2,3,6,7
Overall Sash Sash Meeting Ralf:Standard 12^MnX.O.C. --�+---�
Width Configuration Width 21-118"Overall Hgt. 29"Overall Hgt. 37"Overall H9t. 49"Overall HgL 5S Overall Hgt. 63"Overall HgL
Range(n) a a a a a a
Head 8.Sill Head&Sill Head&S(11 m Head 8 Sili Head&S01 Head$Sill
12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 PRODUCT REVISED
44" 1��/2-� �/ as�omptyleg with the Fbrlda
1 1 // �/ DutidlrlB todo
12053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / NOA-No. 20-0406.04
1/4-Y, 12038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+1+C2+1 3 ExpIrattonDateL 8123/2023
49" B GLS
1/3?/% 13.303-16.675 1+C2+1+(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
t 2-ANCHOR Miam ode Produ.rco trot
Y-/z-Y. 12-038-14.333 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
53-11T CLUSTER DETAIL
1/-/Y3 14.334-18.060 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 A)NO CHANGES THIS
12038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 o SHEET.
61" �-/r/4 ;o
8"MAX.O.C. r—
Y3?/3-Y3 16.303-20.675 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 x JR-03/1 MO
12-038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3
76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 13,1+C2+1+C2+1 3
1/: % 22.186-25.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 M Q
1/4%g% - -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Da m O nor,
❑ o U)
92-1/8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 } or60 O Q
26.186-31.048 1+C2+1+W+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 3-ANCHOR tMt Z Z
— -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O IL o g W o
CLUSTER DETAIL Z a W d
97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 U W d As
1/3 Y3-1/3 27.186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 12 Z 4
0M0
1/%r% -28.302 1+C2+3rC2+1 2 C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3
1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+ >p Z
109" custom 28.303-30,185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 a 2 w rn
30.186-36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 i+C2+2+C2+1 2 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 J m lei.
Y%-Y4 " -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+02+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 1 C4
113-5/8` Custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Lo
N rj
1 t t GUIDE TO USING ANCHOR QUANTITY F
/3-/3-/3 33.186-38.222 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX WINDOWS: z 0 a reevs
-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 _1/4-1/2-� F O G
120° custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 7 0:custom 33.186-38.222 1+C2+2+C2+11211+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 14C 3�C Im1 Ci ? _
MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALLTDTH-68.666 Q Q =
—MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57,656 alil nse0 ssua5
2 CLUSTEROF2 CLUSTEROF2 3ANCHORS
ANCHORS ANCHORS IN THE t l t l r r 11
1ANCHORAT CENTERED AT THE CENTEREDATTHE �� 14
THE SASH 3ANCHORSAT `�� Ot`1Y
MEETING RAIL THE MEETING RAIL LYN/y JAMB - �� 7
FD(ED LITE
22-12'MAX.O.C. 1 ANCHORAT .• �1GENSF'•!C��
9'MAX. 12'MAX O.C. THE SASH �• •'•
No.56705
NOTES: 1 -0
1)OVERALL(nPTO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O )EEKTA!NCHOR
9+ O STAT OF� '•��
WINDOWS,SUBTRACT i^FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOWS: / CORID?•:NG\?��
MEETING RAIL PATTERN AT SILL � ONAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAIIABLE Ste. 1 r 111I 1 I I l t t��
A LYNN MILLER,P.E.
P.E858705
F
l
TABLE 17:
Glass Types:8,10,11
Overall sawn seen
Anchor Quantities for XOX Windows Meeting Rail:Standard
Width Configuration Width 21-1/8'Overall Hgt. 29'Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63'Overall Hgt. 127MAX.O.C. -f�---�
Range On) Head&Sill E Head&SIII a Head&Sill Head&Sill Head&Sill Head&Sill E
PRODUCT REVISED
41/2
12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �// as comptAng with the Florida
44" / // Bullding code
12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 MOAN-NO. 20.0406.04
49"
12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ex Iratlon Date• 23 2023
13.303-18.875 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1tC2+1+C2+1 3 By'
2-ANCHOR Mla de PmducYCo tml
12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3CLUSTER DETAIL
531I8" A)NO CHANGES THIS
14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1 t 1 12.038-18.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 y SHEET.
81" /a-/-/a 6•MAX.D.C. — I �+-- •>
1/3-%a y3 16.303-20,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1'+C2+1+C2+1 3 1+C3+1+C3+1 3 A A A JR-03/1120
Y/ 1203B-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3
76' custom 20.053-22185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 31 1+C3+2+C3+1 3 1+C3+2+C3+1 3 o Y
22186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 31 1+C3+1+C3+1 3 > 5 n a
/rya 24.0112 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 p o CD
92-118" custom 24.083-25.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 O
N ar°o 0 p
%3-1/3-1/3 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR 0 g Z o
UJI
-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL Z LL $ n
=W�- fg
97' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 W U d -I ,o ro
1/3-1/3-Y3 27.186-32675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ►- on+a
0
28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 o Z ? N
109, custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 W
LU
%?/3-1/3 30.188-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 W O
RO
Y4-1/2-1/4 "' -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 m 1
® �
113�18" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY n)1+C3+3+C3+1 3 1+C3+3+C3+1 3 °' t=
TABLES FOR XOX WINDOWS: t"e' 0: Z Reayg
33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 o = j
%4 1/rya " -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+102+4+102+1 31 1+C3+4+C3+1 3 1+C3+3+C3+1 3 S ? co o_
120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1xC 3 u1 t3 Z O
custom 33.186-38.222,,2+C2+2+C2+2 121 2+C2+3+C2+2 121 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 31 2+C3+3+C3+2 31
j U
3 Z =
"MIN.SASH WIDTH(FLANGE WINDOWS)= OVERAL WIDTH-58.556 Q Q
2 aq1 •�sa0 saua5
-MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL 1M
DTH-57,656 CLUSTER OF CLUSTER OF 3ANCHORS IIIIr�
2 ANCHORS ANCHORS IN THE t I I I /
1 THE SAS HANCHORT C MENiEREQATTTHE 3ANCHORS AT C ME ENTEERRENDDATTiE JAMB \`����ONY.LYNN�'i��i
THE FU(ED LITE Q��,.•'RAIL
LICENSE•.
22-12•MAX.O.C. 1 ANCHOR AT ti
9"MAX 12• O.C. THE SASH _It: No.58705 .13
NOTES: 1 N -
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X 9'MAX O,O•, S?A E �D �Q;
WINDOWS,SUBTRACT I'FROM THETIP TOTIP DIMENSION IN THE TABLE / — S ORION
TO DETERMINE THE WINDOW SM
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILABLE SIZE MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ��''SN II/III I'0%
A.LYNN MILLER,P.E.
REV 58705
1�
l
TABLE 18: Ir MAX.O.C. —r---�
Anchor Quantifies for XOX Windows Glass Types:9,12,13,14,15
Sash Meeting Rail:Standard
Overall Sash Width 21-1/8"Overall Hgt. 29"Overall HgL 37"Overall Hgt. 49"Overall HgL 55"Overall Hgt. BY Overall HgL
Width Configuration Range(in) a a a a a 'a
Head 8 Sill Head&Sill Head&Sill Head&Sill Head&SIII E Head&Sill / /
PRODUCT REVISED
Y?rY 4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 as eompbYna with the Florida
44" / Building Code
12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NOA-tlo. 20-0406.04
t 2-ANCHOR Ex Iration Dole- 8 2312023
/4_�_/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
4s^ CLUSTER DETAIL Br
%%3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3
5311e"
%a-/2-/4 12038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 5°MAX.O.C.
Mlamads Produef'WI
t t t I�
/a-/-/ 14.334-18.050 1 1+C2+1+C2+1 2 A 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 )NO CHANGES THIS
12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 o SHEET.
81" �/a�/r1� -
1/3%%% 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 JR-03/11/20
Y4 /rya 12038-20.052 t+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3
76' custom 20.053-22-185 1+C2+1+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 o Y
Q
2186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 c
2
maa
Y-/Y, " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 3-ANCHOR � Q.
co
92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL N woo Q
Y3-Y/-tl 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 O Z Z
0
%�/r% •• -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 4•�,O.C. 1 Z LLL
97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 I U V o o
27.186-32675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 t+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 F IZ'T F o N
Yr% •• -28.302 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 o> `- Z
109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 31 1+C4+3+C4+1 3 �j/ Z w � w
1/a�/!/ 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 LL
O O
29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+04+4+C4+1 3 0: r
113519" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+04+3+C4+1 3 4-ANCHOR ® N
33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL = _ ¢ iaa45
%%—Y4 •• -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 �F = Q
� o_
120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 y Z O
custom 33.186-38.222 2+C2+2+C2+2 121 2+C2+3+C2+2 2 2+C2+3+C2+2 1212+C3+3+0+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1+iC 3MV wi 13 w _
J
"MIN.SASH W OVERALL WIDTH-58.556 Z 2
IM WIDTH(FLANGE 2 Q <
••MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.656 GUIDE TO USING aql •asap squas
2 ANCHOR QUANTITY cLUSTEROFz CLUSTER OF2
TABLES FOR XOX ANCHORS ANCHORS ANCHORS `�`� i I i I I I r rr�
1 ANCHORAT CENTERED ATTHE CENTEREDATTHE IN THE ���� ptdY•LYN,,V
WINDOWS: THESASH MEENED RAIL 3ANCHORSAr MEETING RALL .Wt.7B � �'•'
THE FIXED LITE
22-IW LM.O.C. 1 ANCHORAT
8 MAX
12'MAX O.C. THE SASH =7ti: No,58705
NOTES: I - ----1 - - /E O21]
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG - - - ---- - - - 8'MAX. O •.• /4c/
WINDOWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE •'•F<ORIDP.•
TO DETERMINE THE WINDOW SEE. /
' NAL�NG�`•
O R I II ``�l l
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A.r//II0 rn%NN 1
IL
P.EA 58705
r,
INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THOUGH FRAME AND 1X 13UCKSMP
OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCREfEICMU. INTO CONCRETEICMU.SEE NOTE 2,THIS SHEET.
1/4°MAX.SHIM
SEE TABLE 1!4'MAX.SHIM {�
EDGE DISTANCE EMBEDMENT � NOTE B,FOR � I EMBEDMENT
HEAD TYPE SASH VISIBLE 4
1/4•MAX ••�:�'., -� 12 ;, � PRODUCT REVISED
EMBEDMENT �'E • LIGHTWIDTH EDGE as complying with the Florida
SHIM DISTANCE ,•i 17 • DISTANCE Building Code
4` NOA-No. 20-0406.04
Ex 1 11 n Date• SI23/2023
TYP.ANCHOR TYPE, fI a•- FIXED VISIBLE
EMBEDMENT AND EDGE LIOHTWIDTH
DISTANCE PER SUBSTRATE, Mlam ade Produef�Co 1
SEE TABLE 19.
A)REVISED ANCHOR
12'LENGTH,CENTERED 63 EXTERIOR TYPE TABLE.
1 20 ABOVE SASH 18 n� •'.•:a_,•;..
'5 14 15 JR-03/11/20
TYP.ANCHORTYPE,
TYRANCHORTYPE, EMBEDMENT AND EDGE
EMBEDMENTAND EDGE OVERALL WIDTH DISTANCE PER
DISTANCE PER T SUBSTRATE,SEE TABLE'19 03
SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE W co
&NOTE BFORHEADTYPE HORIZONTAL SECTION AA > E2 3: W
(SHOWN WITH I.G.GLAZING) 0O G y
LIGHT
VISIBLE11 1/4•MAX.SHIM N ala0 Q'
OVERALL HEIGHT O x V) Z
HEIGHT 4 INSTALLATION O-�$ W
52iT4 Z u- m �
j OPTIO 4 x oo AN ORFD THROUGH U U pdWp J
FRAME INTO METAL FW-Z V Q •JMNO
50 51 n> Z
13 TYP.ANCHORTYPE, c Z
'vj( EMBEDMENT AND W O)
EXTERIOR EDGE DISTANCE J LL
10 qp 50 PER SUBSTRATE W O
19 SEE TABLE 19. d Z u)
7 14 15 MIAMI-DARE APPROVED MULLION,FBC N N LL
COMPLIANT ALUMINUM/STEEL FRAMING - z 0 ; FEW
OR STEEL STUD.MAY BE VERTICAL OR
6"LENGTH,CENTERED HORIZONTAL SECTIONC-C HORIZONTAL SEE SUBSTRATE F = °
o
AT MEETING RAIL, PROPERTIES,TABLE 19.
(SHOWN WITH MONO.GLAZING) rz
ANCHORED WITH(4) Z J
18 SCREWS,(P#60). w
ONLY REQUIRED IF NOTES: TABLE 1g:
OVERALL HEIGHT IS Anchor Substrate Min.Edge Min. Z =
OVER BY. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Distance Embedment apl •n�sap
TABLE 19.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. #12 Steel Southern Pine(SG-0.55) 9116" 13/8" A)MIN.OF 3 THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SO)E 188 or 410 Aluminum,6063-T5 min. 31W 0.06W BEYOND THE METAL 0111 1 1 1111!
OF THE WINDOW. SS Screw A38Steel 3r8" 0.083• SUBSTRATE �.�``ONY•LYA/N!''�,
•• "•..• i Steel Stud,Gr.33 min. 318" 0.045•(18 Ga)
2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE. .•
U4°MAX '' EMBEDMENT ) B)USE ONLY FLATHEAD . C1, 1.10ENSF•.,(�
SHIM ••<•• .•• .' 19.ALL WOOD BUCKS LESS THAN 1-1P1'°THICKARE TO BE Concrete(min.3.35 ksi) 1" 1J/4"
g 1!4"410 SS ANCHORS IN HEAD AND
EXTERIOR CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE CieleFL®c Urgrouted CMU,(ASTM C�0) &1/2• 1-1l4" SILL PANIHEXJFIAT HEAD No.58705
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE Souttusm Pir1e(SG=0.55) 1" 7�18" TYPE IS ALLOWABLE FOR
a r• WOOD BUCKS DEPICTED AS 2X ARE 1-0Q•THICK OR GREATER.IX G `
•E TY ANCHORTYPE, AND 2X BUCKS Concrete(min 285 ksp 1" 13l8" ANCHORS IN THE JAMBS. —-0
�FF�(.. (WHEN USED)SHALL BE DESIGNED TO PROPERLY 1!4"Steel
DIST EAISEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN Ungrouted CMU,(ASTM C-90) 2-1/2" 1.1/4•
DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ulbaeon Southem Pine(SG=0.55) p 1•�8. C)'UNGROUIED CMU' 0..�. q�, �(u:
INSTALLATION OPTION 2 SEE TABLE 19. OR ARCHITECT OF RECORD. VALUES MAY BE USED FOR � a
ANCHORED THROUGH FRAME Concrete(min.3.00 ka1) I.3ltli I-/9" GROUTED C.MU ��s••••�.R.... •G�=�:
DIRECTLY INTO CONCRETEICMU. ) (ALSO REFERRED TOAS Ultraeon+ Ungrouted CMU,(ASTM GBO) 1-1/2" 1-1/4' APPLICATIONS.
3 VISIBLE LIGHT'WIDTH OR FIEIGNT
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. I Southern Pine(SG=0.55) I 1• 1-W
VERTICAL SECTION B-B A LYNN MILLER,P.E.
P.E#50705
INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP
OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETFlCMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET.
114'MAX.SHIM
EDGE DISTANCE EMBEDMENT 1/4°MAX'SHIM
6 EMBEDMENT �
�— SASH VISIBLE 12
IWMAX. .:._;' LIGHTWDTH —` PRODUCT REVISED
SHIM d EMBEDMENT EDGE 17 EDGE as
f o&a the Florida
DISTANCE
::.°:4 •. DISTANCE NOA-No. 20-0406.04
35
Eu Irallon Date• 6123/2023
TYR ANCHORTYPE, •' FIXED VISIBLE
EMBEDMENT AND EDGE :•: LIGHT WIDTH 9y
DISTANCE PER SUBSTRATE, Mlam a Produ 1
SEE TABLE 20.
'1 \MG
A)REVISED ANCHOR
63 FxrEwoR TYPE TABLE.
3 Ir LENGTH,CENTERED c
20 ABOVE SASH ". 16 "' .'
i4 15 JR-03/11/20
TYRATYR ANCHO
EMBED ENTAN PE, EMBEDMENT AN
EMBEDMENT AND EDGE BUCKWIDTH
DISTAN
SUBSTRATDISTANCE E, TABLE 20 SUBSTRATE,SEE TABLE 20 w m Q
8 NOTE B FOR HEAD TYPE HORIZONTAL SECTION A-A 8 NOTE B FOR HEAD TYPE LU o
� •nab
(SHOWN WITH I.G.G.GLAZING) O C CO)
VISIBLE
LIGHTBUCK HEIGHT 6 —�I 114°MAX.SHIM 0 v Z Z
HEIGHT 52 I INSTALLATION Z t+� w o
OPTION 4 =w r9
ANCHOREDTHROUGH W U coo -! D10 •oN
51 FRAME INTO METAL F-W F sxa
o y
50 TYP.ANCHORTWE, O Z
13 EMBEDMENT AND Z (� 0)
EXTERIOR E DISTANCE J 1z1 LL
10 40 50 1'j_ PER SUBSTRATE, < O
`J SEE TABLE20. O ¢ rO
19 ® mm 7
9 m fV (J
14 i5 MIAMI-DARE APPROVED MULLION,FBC // m w leeyg
COMPLIANTALUMINUM/STEEL FRAMING
J o S O
HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR F F a
8°LENGTH,CENTERED AT HORIZONTAL SEE SUBSTRATE > Q o
8 (SHOMEETING
18 N RAIL, (4)
WN WITH MONO.GLAZING) PROPERTIES,TABLE 20. Q Q
SCREWS,(PO 60).ONLY y ?REQUIRED IF BUCK NOTES: TABLE 20: °� J
36 Min.Edge Min. Z
@ U. LJ HEIGHT IS OVER 62•.
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON Anchor Substrate Distance Embedment
TABLE 20.FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 872 Steel Southern Pine(SG=0.55) 9116" I-va" p)MIN.OF 3THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum,6063.75 min. 3W 0.063" A)MI ND THE METAL I t t I I 1 I I I
OFTHEWINDOW. 18b or 410
.•. - SS Screw A36 Steel 316° D.o63" SUBSTRATE. �.` flNY•LYNN '�..
1/4°MAX. .. Steel Stud,Gr.33 min. 3W 0.DC'(18 Ga) ``
SHIM ••�• _ EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B)USE ONLY FLATHEAD c\� LICENSE
•,°4, •�' •�^ ! 20.ALL WOOD BUCKS LESS THAN 1-12°THICK ARE TO BE 1/4"a10 ss Concrete(min.3.35 ksq 1" 1�14" ANCHORS IN HEAD AND- Q'
CONSIDERED IX INSTALLATIONS.1X WDOD BUCKS ARE Ungnwted CMU,(ASTM C-90) 2-12° 1-1/4" '•
_ OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE CreteFleX SILL PANIHEX/FLAT HEAD NO.58705
EXTERIOR •'--_ ° Southern Pine(SG-0.55) 1° 1^3/8° TYPE ISALLOWABLE FOR I}-
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.IX -
EDGE •TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Concrete(min.Z85 ks1) 1° 1-318° ANCHORS IN THE JAMBS. -O _
1/4°Steel �/
DISTANCE EMBEOMENTAND EDGE TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN Ungrouted CMU,(ASTM C-90) 2-12" 1-1w
DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Uloaaon Southern Pine(SG-0.55) 1° 1-318" C)`UNGROUTED CMU° �O� STATE F ;'•���
INSTALLATION OPTION SEE TABLE 20. ORARCHITECTOF RECORD. VALUES MAY BE USED FOR i FCORIDP
ANCHORED THROUGH FRAME 1/4"Steel Concrete min.3.00 ks 1-I1 E' 1�18" S' -,
( % GROUTED CMU i s ' \
DIRECTLY INTOCONCRETE(CMU. 3)VISIBLELIGHTWIDTH ORHEIGHT(ALSOREFERREDTOAS Ultracon+ UrgmutedCMU,(ASTMG80) 1-12" 1-1/4 APPLICATIONS.
VERTICAL SECTION B-B DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Southern Pine(SG=0.55) 1° 148°
A LYNN MILLER,P.E.
P.E1456T05
INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INT02X INSTALLATION OPTION S
WOOD FRAME OR BUCKSTRIP. EDGE �— EDGE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM �J EDGE DISTANCE
DISTANCE DISTANCE WOOD FRAME OR BUCKSTRIP.
TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHORTYPE,
AND EDGE DISTANCE PER a 1/4"MAX SHIM
EMBEDMENTAND EDGE
SUBSTRATE,SEE TABLE 21. DISTANCE PER SUBSTRATE,
I•+ EMBEDMENT SEETABLE21.
PRODUCT REVISED
BASH VISIBLE 5 as comp ng with the Florida
EDGE - UGHTWIDTH 12 - Building
DISTANCE - EMBEDMENT NOA-No. 20-040B.04
17 35 Fx lion Date• 8/23/2023
EDGE I
DIS CE EMBEDMENT ey" AO
FD(ED VISIBLE Miam ads Preduet'Co 1
LIGHTWIDTH
1/4'MAI( A)NO CHANGES THIS
SHIM o SHEET.
2 20 ABOVE SASH ENTERED 16 63 R & JR-03/11/20
TYP.ANCHOR TYPE, 14 15
EMBEDMENTAND EDGE —.{ 1/4"MAX.SHIM CD Y Q
DISTANCE PER BUCKWIDTH jE.MBEDMENT
SUBSTRATE,SEE TABLE 21.
HORIZONTAL SECTION AA O(SHOWN WITH I.G.GLA27N0) INSTALLATION 13,n o rn
11 OPTION 6 0 N 0
VISIBLE ANCHOREDTHROUGH O m w Z
LIGHT 5 INTEGRAL FIN INTO MET JOJ o W o
BUCK HEIGHT 52 =LU
HEIGHT U U a51 W v ° '°N
9MD
>
LL50J50 EXTERIOR O O
13 10 40 ® Z19 14 15 K —
MVUuII•DADEAPPROVEDMUWON,FBC O ; 1�4s
8 COMPLIANTALUMINUMISTEEL FRAMINGYP.ANCHOR TYPE, 02 O
OR STEEL STUD.MAY BE VERTICAL OR AND EDGE
HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, g
(SHOWN WITH MONO.GLAZING)
PROPERTIES,TABLE 21. SEE TABLE 21. z J
- m 2 a
H
2 S
36 NOTES: TABLE 21: .aaq 1755 raua5
1/4"MAX Min.Edge Max. Min.
SHIM 1)USE ONLY SUBSTRATC-APPROPRIATE Anchor Substrate 'Distance O.C. Embedment 1 t 11 I I r t r
ANCHORS LISTED ON TABLE 21.FOLLOW ���` /�11
EMBEDMENTAND EDGE DISTANCE 2-112'x.113'Box Nail Southern Pine(SG=0.55) 511W 5' 2 7116" `,.�ONy LYNN ��I
LIMITS.ANY INSTALLATION OPTION 2-1/2"x.131"Common Nall Southern Pine(SG=0.55) 3/6" 6" 2-7/16" � '�,.•LICENSR��/�`��,'
RIOR EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF 2-1/2'x.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7116" . '
a o
THE WINDOW 2-1/2'x.14S'Roofing Nail ScuU*m Pine(SG=0.55) 3/8" 5" 2 7116" ;' NO.58705
EDGE DISTANCEI Southern Pina(SG=0.55) 112" 5" 1.318'
2)VISIBLE LIGHT WIDTH OR HEIGHT 910 Steel Trusahead Screw or
-� (ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum,8063T5min. 5/16' S" O.D9'
_ 812 Steel,18•B or 410 SS
EMBEDMENT OPENING)IS MEASURED FROM BEADING 0.050"A36 Steel 5/16' S' 0.050" =O D
INSTALLATION OPTION 5 aHD EDGE olsr PER MENT TO BEADING. Screw 0.OW(18 Ga)Steel Stud,Gr.33 min. 5/16" 5• 0.045' i'� a E F
SUBSTRATE,SEE TABLE 21. �,�5 �....I.•.••'
ANCHORED THROUGH FIN INT02X 3)ANCHOR TO BE INSTALLED WITHIN 1)MM.OF 3 THREADS BEYOND THE METAL SUBSTRATE ,�tS/O NG`,�
WOOD FRAME OR BUCKSTRIP. 2-12"OF FIN CORNER / NA11
- �1111III11111��
A LYNN MRI ER,P.E.
VERTICAL SECTION B-B PEM56705
2724'
1.488' 211r .987' �•+—
�— 2724'
2724' F I
PRODUCT REVISED
3.1W as eomptyingg with the Florida
2.SW rj2.786 2766 27W BWldl%Code
2060' NOA-No. 20.040B.04
Ex IraUon Date- 8/2312023
aer Der asr oer Der osr �'
IN Produ 1
HEAD,INTEGRAL HEAD,EQUAL JAMB,FLANGE JAMB INTEGRAL JAMB,EQUALLEG
O HEAD,FLANGE FRAME O FIN FRAME O LEG FRAME O FRAME OO FIN FRAME Oa FRAME A)UPDATED MATERIAL
PROP.TABLE:
2724" 2724• 2724' 1246' JR-63111/20
77
.04T y 513" CD
W Y Q
.OBr ��_723" > m m O
3.851' 3.908' BDe'
4276' . Hn 00
Zo OLECOVER t WINDLOAD ADAPTER 0 z
O-a c W
zap d
.oar .Der .oer z&
U U co J uwni0
LA I
1.415" 1.448' - 1 1 1W co Z 'N
O SILL.EQUAL LEG FRAME .618" p� Z
Oi SILL FLANGE 2211° to SILLADAPTER " \�1) l�".710` Z LU
2.105" SILL,INTEGRAL .062"'y-7T O O
Oa FIN FRAME K Go.170" 2211' t8 SILL TRACK OANTI-LIFT CLIP
- FF.Oe2 . 2.149 1 1.30.008 .80 . 46
m0
1BD3" T - i 3 - I Z ON
_v s
67 .380• --�- 787' o to. 1.18 Q
2.2rr 1.3 ° 1.136" 1 � . .
.06r 1wS . 45'0
0:
J_ .170" .120" .070' --�-I .065,
SASH PULL RAIL t2 SASH LOCK RAIL t3 SASH TOP A
H BOTTOM RAIL 9HD MEETING RAIL to STD MEETING RAIL is SCREEN ADAPTER 1®IG BEAD iB IG SNAP BEAD agll •asap sauas
LYN,y
.05(r TABLE 22:MATERIAL PROPERTIES USED SILICONE HOgUTYLTL ALUMINUM POLYISOBUTYLENE DESICCANT FILL ``a'C;•'titCENSF'•%�i
FOR ANCHORAGE CALCULATIONS: STRUCTURAL FOR SEAL 5116"NOM. = Q-;' •.t'n�
Material Min.F Mat.F" POLYISO- 114"NOM. 3/16"NOM. SILICONE No,587p5
Steel Screw 92 kal 120 kal BUTYLENE WITH STRUCTURAL BUM 6 5H6'HOM. SEAL ' •
.785' .785' 1"screw 60 kal B6 ksl DESICCANT ROLL-FORMED -
SILICONE DESICCANT
ato screw BB kal tto ksi FOAM WITH FOAM STAINLESS STEEL ��:•
Elw UltraCorM 1.551W 177 kel EXT.GLASS DESICCANT ��T STATE ;•'���1
—►•I.49r .81r 1/!"OeWelt UlkaCom® 148 ksl tlt4 kal IXT•�S EXT.GLASS i
410 SS DaWall/Eleo CMWFka�127.4 kal 189.7 kal GLA5.4 NT.GLASS i��s.'•�<O.... •'G\``�`
O 7116'BEAD O 5/16'BEAD SWXT5 Alarnlnam IS MI 22 ksl .GLASS NT.GLASS INT.GLASS i7 S'/
A36 Steel 36 ksl SOW ® O XL rd 77,//ONAI-t
Br.33 Steel stud 33 kal 45 kal 70 4SG TPS 71 SUPENR SPACER OSPACERA OSPACER
A LYNN MURK P.E.
P.Ei 58705
TABLE 23:
Itam# Part# Description Material
1 624038 Head,Flange Frame Alum.6863-16 ASSEMBLY DETAILS FOR
2 624039 Head,Integral Fin Frame Alum.606316 XO FLANGE FRAMES
3 624040 Head,Equal-leg Frame Alum.6063T6 CONFIGURATIONS FRAME TYPES S&
4 824001 Jamb,Flange Frame Alum.6063-T6
5 624017 Jamb,Integral Fin Frame Alum.6063-TS 61 ' 61
6 62402E Jamb,Equal-leg Frame Alum.6063T6 yj�� PRODucascomping REV
with S ED bride
7 624035 Sill,Flange Frame Alum.6063•T6 T r Building dada
8 624036 Sill,Integral Fin Frame Alum.606376 I I NOA-No. 20-0406.04
9 624037 SIR,Equal-leg From Alum.6063-T6 61 I I Ex ire on Dato• 8/23 2023
10 624034 Sill Adaptor Alum.6063-TB
11 624043 Sash Pull Rai Alum.6D63-T6 I
I I 6240 Sash Lock Rail Mlam ado ProduoY 1
12 Alum.6005A-76113 624041 Sash Top&Bottom Rail Alum.6003-T6 1 i 1 A)ADDED BACKBEDDING
14 624027 HD Meeting Rail Alum.6063-T6 10 13 000
15 624005 Sid.Meeting Rail Alum.6W5A T61 I 1 -
16 624047 Screen Adapter Alum.6063 T6 1� JR-03/11/20
17 624051 Installation Hole Cover Alum.6063-T6
18 64125M Windoad Adapter Alum.6063•T6 1 jl
19 624042 Sill Track Alum.6063-716 cr R
20 624015 Anti-Lift Clip Alum.6063T6 I I ^ j o
21A 624009 IG Bead Alum.606345 1 I /�4) W
2A0 m O yea
21B 611- IG Snap Bead Alum.6083-TS ' "' }n a 3 rij
O Q
23 824026 7/10'Lamp Glaz.Bead Alum.6063-TB i C9 O
24 624013 SMS'Lami Glaz.Bead Alum.6063-76 loto c' Z
30 6TP247 Glazing Bead,Bulb Vinyl farT/824013&T/624028 Virryl Z LL m g
31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl • 2 W' d .re ti
32 712553K Mono setting Block 3/32°X1/4 X1' Neoprene W O m < venwo 0
F z v Q N
33A 71715K Lanni IG Setting Block 1/8'x 3/4'x 1-1/14' Neoprene W
338 624014 IG Snap Setting Block Virryi O 12 c Z
35 724045 Sweep Latch Cast Znc Z" IY
36 71298 Weep Fide Cover Vlrryl Zi IL
37 1 41722 Hole Plug Vinyl 15 14 O Q
38 724021 Lack Rail Corer,(LH&RH) Vinyl •-
39 724050 Pull RNI End Cap Vinyl m
40 724048 Roger Housing&Sash Glide Vinyl z W Pro
41 724052 Roller Wheels Stainless Steel ``I 0 = Z
42 724054 Sash Tap Rag Gasket,(LH&RH) Polyethylene >I I• O o
43 7240M. Sash Bot Rail Gasket,(LH&RH) Polyethylene 4 13 Z O
44 724057 Frame Header Gasket,(LH&RH) Polyethylene 0 M
39
45 724058 Frame SIII Gasket,(LH&RH) Polyethylene 41 3 O =
46 7240M Meeting Rail Gasket Polyethylene 61 ¢ M
50 Weatherstrip,.187'x.170 Fin Seal Q Sash 1 11 35 III,
II
51 Weetherstrip,.18T x.2701.Fin Seal Q MR • ``NQNY LYAJ/v u u r rrr('
52 67070 Bulb Viruyl 40 �
60 710X38PPAX#10 X318"Ph.PH SMS(Windoad Adapter) Stainless Steel 61 1 11 �10ENg ••C�
11 1l+ INTERIOR Q,'
61 781PQX #8 X Y'OIL PH SMS(Frame&Sash Assembly) Stainless Steel
Ica No.58705
63 Aluminum Screen with Fiberglass Mesh Varies
70 Kommeding Kodsp ece 4SG TPS 7 = D G =
71 Quanex Super Spacer nXT Sae Street
72 - Quanex Duraaeal Spacer 18 for INTERIOR �'� '•.(SETA OF t4:
73 Cardinal)L Edge Spacer Materials 81 %/�SS••<ORIDP..
74 Dow 791,899,983 or GE 7700 Backbeddn q SiBcone NOTES: ���IONAj j I ON
1)ALL CORNERS TO USE GASKET AND/OR SEALANT. II I FR PE
SOME PARTWOPTiONS NOT SHOWN ON DRAWING FOR CLARITY. P En p LYNN M=LLEP