HomeMy WebLinkAboutAPPROVED HR7710A_NOA 04/28/2021
MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
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 "HR7710A"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
T8/19/20 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 18-0627.01)
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. 18-0627.01)
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. 18-0627.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
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 Ex in r
NOA No.20- 06.0
Expiration Date: August 23, 3
Approval Date:August 27,2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
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. 18-0627.01)
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. 18-0627.01)
3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by
Manuel Perez, RE
(Submitted under NOA No. 18-0627.01)
G. OTHERS
1. None.
Manuel Perez,P.E.
Product Control Ex 1n r
NOA No.20- 06.0
Expiration Date: August 23, 3
Approval Date:August 27,2020
E-2
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 Dowsil 791 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 Idalmis Ortega, P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6`
Edition (2017),prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and
updated to the FBC 7tn 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.
Manuel Perez,P.E.
Product Control Exa n
NOA No.20-0 06.04
Expiration Date: August 23, 3
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 6t'Edition (2017) and the
FBC 7t'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
"HR77IOA"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- 06.0
Expiration Date: August 23, 3
Approval Date:August 27,2020
E-4
SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE
FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). SEE TABLES 12-14 QUANTITIES, 23' O C. 9"
SEE TABLES 2-11 IMPACT RESISTANT
I � �O.C. B
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS ---�� --- USER INSTRUCTIONS:
INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED.
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ----'� 1)DETERMINE THE SITE SPECIFIC,WINDOW
G'S DESIGN PRESSURE REQUIREMENT
MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 FROM A
FROM ASCE 7.
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE.
A A
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 76 2)KNOWING YOUR GLAZING OPTION(TABLE 1),
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE
THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69" / " / YOUR WINDOWS DESIGN PRESSURE FROM TABLES
FIXED TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH 2-11. IT MUST EQUAL OR EXCEED THE DESIGN
OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 75" VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THEBUCK LIGHT / LIGHT / 22-1/2" WINDOW OPENING OBTAINED IN STEP 1.
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C. A) UPDATED TO FBC
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-3/8" 3)DETERMINE THE ANCHOR QUANTITY FROM 2020, REVISED ANCHOR
SEALED.OVERALL SEALING&FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8"FIXED TABLES 12-18. o
DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT TYPE TABLE.
LIGHT I 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 1 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
INSTALLATION.
T8-1/2"
"MAX.
7)DESIGN PRESSURES: B 0o Y Q
SEE WEEPHOLE NOTE:DESIGN PRESSURE RATING DETERMINATION
W (n
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS 75"BUCK WIDTH MAX. O
NOTES THIS SHEET IS THE SAME PROCESS FOR ALL FRAME TYPES M naa
PER ASTM E1300. BUCK)
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76"OVERALL WIDTH (FLANGE,INTEGRAL FIN OR EQUAL LEG/BOX). Q O OQ
TESTING AND GLASS PER ASTM E1300. TYP. FLANGE XO ELEVATION (OX SIM.) WEEPHOLE NOTES: } 1- a}oQ O Q
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1)1-5/8"X.300"WITH PLASTIC BAFFLE. (D v4
MAX.DIMENSIONS ALLOWED SHOWN 2) 1 WEEPHOLE LOCATED AT 4"FROM EACH END. O M (n O
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 0 J O W O
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, LL. O
USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE = w c. �a N
SEE TABLES 15-18 12"
EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 22-1/2" O.C. W U 00 J IMOJQ
12"O.C. W — 00 'ON
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O.C. I- Z 'd' H smo
RESISTANCE. ---�� --�� ------ B O > ZO
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA Z — F-
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ----- w
LL
10)REFERENCES:TEST REPORTS FTL 18-7891 &18-7891.01;ELCO ULTRACON NOA;DEWALT/ELCO / J O
CRETEFLEX NOA; DEWALT ULTRACON+NOA;NATIONAL DESIGN SPECIFICATION FOR WOOD C 56" / 56" / C w `-
CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL SASH FIXED / N
63" VISIBLE / VISIBLE / °' N
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT LIGHT z w }aa4S
HEIGHT 22-112" O
TABLE 1: Z
DP Table# Anchor Table# 62" O.C.
55-3/8"FIXED � Q
2 J O
Glass Description(Listed from Exterior to Interior) XO IfOX XOX XO/OX XOX BUCK SASH U) Z W h
Type HEIGHT VISIBLE LIGHT ti
STD HD STD STD HD STD VISIBLE w W '
1 1/8"AN, .090"PVB, 1/8"AN 2 - 7 12 15 LIGHT J W =
2 1/8"HS, .090"PVB, 1/8"HS 3 - 8 12 - 16 91, Q C7
3 3/16"AN, .090"PVB, 3/16"AN 3 - 8 12 - 16 911d Osap sa TS-
4 13/16"LIG: 1/8"AN CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 4 - 7 12 - 15 B NtZTES,
E WEEPHOLE
5 13/16"LIG: 1/8"TP CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 - 7 12 15
6 13/16"LIG:3/16"AN CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 - 9 12 - 16 119"BUCK WIDTH _ THIS SHEET �` LY,'V/v
7 13/16"LIG:3/16"TP CAP,AIRSPACE, 1/8"AN, .090"PVB, 1/8"AN 3 - 9 12 - 16 SEE SHEET 17 FOR 120"OVERALL WIDTH \� �t�. '0GE1lS /`
8 3/16"AN, .090"SG, 3/16"AN 5 1 6 10 13 14 17 INTEGRAL FIN F
9 3/16"HS, .090"SG, 3/16"HS 5 6 11 13 14 18 ANCHORAGETYPE TYP. FLANGE XOX ELEVATION
10 13/16"LIG:1/8"AN CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN 5 6 10 13 14 17 &SPACING MAX.DIMENSIONS ALLOWED SHOWN No' 5$705
11 13/16"LIG: 1/8"TP CAP,AIRSPACE, 3/16"AN, .090"SG, 3/16"AN 5 6 10 13 14 17
12 13116"LIG: 1/8"AN CAP,AIRSPACE, 1!8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 GENERAL NOTES..................................1 -
CODES/STANDARDS USED:
13 13/16"LIG: 1!8"TP CAP,AIRSPACE, 1/8"HS, .090"SG, 1!8"HS 5 6 11 13 14 18 ELEVATIONS..........................................1
• 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION
14 13/16"LIG:3/16"AN CAP ,AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 '� � ��
GLASS TYPES TABLE... 1 � Q S E
e 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION DESIGN PRESSURES...........................2-9 : '
15 13/16"LIG:3/16"TP CAP,AIRSPACE, 1/8"HS, .090"SG, 1/8"HS 5 6 11 13 14 18 '�'/ORID;1
e ASTM E1300-09 ANCHOR QUANTITIES.........................10-14
SG=KURARAY SENTRYGLAS INTERLAYER BY KURARAY AMERICA,INC. � �i ��j •�"'" ����
® e ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS.....:.15-17 �! /0NAL E
PVB=ANNKUREALERAYD
TROSIFOL PVB INTERLAYER BY KURARAY AMERICA,INC. a ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................ 18 !!/101111101>>�
AN=ANNEALED
e AISI S100-16 CORNER ASSEMBLY............................19
HS=HEAT-STRENGTHENED • AISC 360-16 PARTS LIST 19 A.LYNN MILLER,P.E.
.................
TP=TEMPERED P.E.#58705
TABLE 2:
2 Glass Type: 1
Overall Design Pressure (Ibs/ft ) for XO & OX Windows 1/8"AN GLASS
Width Meeting Rail: Standard .090"PVB
21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"AN GLASS
20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 30
25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 24
1/2"NOM.
37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE
EXTERIOR
49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 a
61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74
67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 32
74" GLASS TYPE 1 A) NO CHANGES THIS+65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 -63.3 � SHEET.
0
JR-03/11/20
00 Y Q
W o (q
3/16"AN GLASS c` 0 •nab
1/8"HS GLASS
090"PVB .090"PVB }Oa 07 Q
1/8"HS GLASS C7 � a o
30 30 3/16"AN GLASS O
J c� Z Z
J O o
24 23 W o W
TABLE 3: Z cfl �
112"NOM. 1/2"NOM.
2 Glass Types: 2, 3, 5, 6, 7 GLASS BITE GLASS BITE U U o -j Mp
Overall Design Pressure (Ibs/ft ) for XO & OX Windows EXTERIOR EXTERIOR W Z 00 Q 'ON
Width Meeting Rail: Standard E- W F- Ohio
21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 74 74 0 > � Z
20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 32 r Z v Of W 0)
�
m LL
25 GLASS TYPE 2 GLASS TYPE 3+65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 _ 0
37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 � W
13/16"NOM. 13/16"NOM.
49 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK GLASS STACK IY U)
}aayS
61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE .090"PVB AIRSPACE 090"PVB O O W
67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2* 1/8"TEMPERED 3/16"AN OR ~ d p
GLASS 1/8"AN TP GLASS 1/8"AN GLASS
74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2* GLASS U) Z Z I-
*-80.0 FOR GLASS TYPES 2,3,6&7 31 74 31KGLASS
J W =
Q �
1 OR 1 B 1/2"NOM. 1 OR 1 B �0 sauas
GLASS BITE EXTERIOR EXTERIORFNAV
70-73 •' F t'
33 OR 33B 33 OR 33B
GLASS TYPE 5 GLASS TYPE 6 (ANNEALED) = No. 58705
GLASS TYPE 7 (TEMPERED)
n
NOTES: 4
S TE Z 4
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND % '� F 4✓
EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN
THE TABLE TO DETERMINE THE WINDOW SIZE. ,�o`�'ONAL
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 4:
2 Glass Type: 4 13/16"NOM.
Overall Design Pressure (Ibs/ft ) for XO & OX Windows GLASS STACK
Width Meeting Rail: Standard
21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt.
AIRSPACE .090"PVB
20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/8"AN GLASS 1/8"ANGLASS
25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 *GILASSBITE
37" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0
21 OR 1 B
49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8EXTERIOR67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3
A NO CHANGES THIS
74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.1 +64.9 -64.9 33 OR 336 )
GLASS TYPE 4 SHEET.
0
.�2
JR - 03/11/20
00 Y Q
_
13/16"NOM. j C) >�
M > nab
GLASS STACK CD 0
cl o U)
3/16"AN OR AIRSPACE 090"SG y a}oa O
HS GLASS 1/8"AN OR 0 O
090"SG 3/16"AN OR TP GLASS 3/16"AN GLASS JO o Z o
30 HS GLASS 31 74 OZ �- tip � f
0 LLl 0 Sg I-
23 U U_ 0 J uMoJp
1/2"NOM. 21 0R 113 1/2"NOM. IW- Z Iq < 0MO
TABLE 5: GLASS BITE GLASS BITE p W �
2 Glass Types: 8 thru 15 EXTERIOR EXTERIOR o d Z
Overall Design Pressure (Ibs/ft ) for XO & OX Windows a GI z Of W 0)
Width Meeting Rail: Standard 74 W
21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 70-73 _j m 0
32 33 OR 33B 0 H 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) ® � w M
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) N
}aayS
37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 Oz W
13/16"NOM. 13/16"NOM. ~
49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 d o
GLASS STACK GLASS STACK U) Z_ Z I�
61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* .090"SG cD LD
AIRSPACE AIRSPACE .090"SG W
67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7* 1/8"AN OR 3/16"AN OR m J W =
TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS Q 1 p
74" 11 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 1 -90.0* a}}}1 asaa sauas
*-110.0 FOR GLASS TYPES 9, 12, 13, 14&15 31 74 31KGILASS
\1`11111111//i!
1�OR 1 B 1�OR 1 B vvv�Ol��t ....
1/2"NOM. , .f
GLASS BITE GLASS TYPES 8-15 EXTERIOR EERIORMAY NOT BE USEDNo 58 Q�WITH INTEGRAL FIN a a - 'FRAMESNOTES: 33 OR 33B 70-73 33 OR 336 s � ��L
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) Q�... ATE OF �✓\
EQUAL-LEG WINDOWS, SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) '.�S
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.E.#58705
TABLE 6:
Glass Types: 8 thru 15
Overall Design Pressure (Ibs/ft) for XO & OX Windows Width Meeting Rail: Heavy-Duty
21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt.
20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0
49" +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -110.0
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
67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8* GLASS TYPES 8-15
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 +80.0 -105.8* WITH INTEGRAL FIN SHEET.
*-110.0 FOR GLASS TYPES 8-13&15 ® FRAMES
J R - 03/11/20
13/16"NOM. 13116"NOM. 13/16"NOM.
F_ GLASS STACK F_ GLASS STACK GLASS STACK
°0 Y Q
090"SG 090"SG W (n
3/16"AN OR AIRSPACE AIRSPACE AIRSPACE 090"SG > o
HS GLASS 1/8"AN OR 1/8"AN OR 3/16"AN OR nab
090"SG TP GLASS 3/16"AN GLASS TP GLASS 1/8"HS GLASS TP GLASS 1/8"HS GLASS ❑ p O
3/16"AN OR � r
HS GLASS '
30 31k
31 74 31 74 O � a;�Q 0
23 1OR 1 B1�OR 1 B 1�OR 1 B JO o W o
1/2"NOM. 1/2"NOM. 1/2"NOM. z
GLASS BITE E GLASS BITE GLASS BITE = W �- I-
EXTERIOR EXTERIOREXTERIOR EXTERIOR U U o J UMo Q N
a 74 a a a
~ W F_ HMO
70-73 70-73 0 Z
32 33 OR 33B 33 OR 33B 33 OR 33B Z rn rn
GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 12 (ANNEALED) GLASS TYPE 14 (ANNEALED) W w
J m LL
GLASS TYPE 9 GLASS TYPE 11 (TEMPERED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 15 (TEMPERED) O � O
w Nr
N
N
OU) }aayS
W
Q
W Q
S2 Z_ Z h
w '
J W =
a o
aml �saQ sauas
ory 1 LYNty
Na. 58705
NOTES: "
a)" SATE OF
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG %� 5 /0RIDA."
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE. ///// Al1 0 \\
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 7:
Sash Glass Types: 1, 4, 5
Overall Sash Width Design Pressure (lbs/ft2)for XOX Windows Meeting Rail: Standard 1/8"AN GLASS
Rana In
Width Configuration �� .090"PVB
g ( ) 21-1/8�� Overall Hgt. 29 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 1/8"AN GLASS
44" 1/4 1/2 1/4 12.038 - 12.052 +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
1/3-1/3-�/3 12.053 - 15.008 +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
1/2"NOM.
1/4_1/2_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 BITE
49"
EXTERIOR
1/3-1/3-1/3 13.303 - 16.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0
1/4_12-1/4 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
53-1/8
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
1 1 1 GLASS TYPE 1 A) NO CHANGES THIS
61 /4-�-/4 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 SHEET.
1/3-1/3-1/3 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 •°
13/16"NOM.
1/4_1/2-1/4 12.038 -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 62 JR -03/11/20
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 090"PVB
1/3-1/3-1/3 22.186 -25.675 +60.0 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/8"AN GLASS 118"AN GLASS 00 Y Q
1/4 1 1 ** -24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 > o
- -/4 31 74 M naa
92-1/8" custom 24.083 -26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 0 0
1 OR 1 B 1l2"NOM. 1' r a�°o O '
1/3_1/3_1/3 26.186 - 31.038 +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 BITE W p
1 1 1/ ** EXTERIOR J C'`) Z
/4-/2- 4 -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 Oz J m W o
w o
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 v -' r
= W � Il-
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 33 OR 336 GLASS TYPE 4 70 73 ►W Z 00 Q UMO a ON
1/4 1 1 ** -28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 O w U) �Ma
- -/4 � fA
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 00 w
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 13/16"NOM. J J
GLASS STACK J
120" 1/4-1/2-1/4 ** - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 p H O
AIRSPACE 090"PVB w
_ OVERALL WIDTH-57.924 ® N �j
" MIN.SASH WIDTH(FLANGE WINDOWS)= 1/8"TP rn N
GLASS z _
**MIN.SASH WIDTH FIN&EQUAL-LEG WINDOWS OVERALL WIDTH-56.924 GLASS 1/8"AN Z O W ;aays
( )- 2 31 74 2 W Q
0
1 OR 18 1/2"NOM. v� Z Z
GLASS BITE � j
EXTERIOR J W =
aas °ssaa4 sauas
70-73
33 OR 33B GLASS TYPE 5 l YfAy��,'%%
1.lCEN�F .11
- No. 58705
NOTES: 0 °•
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND
EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN �� `����
THE TABLE TO DETERMINE THE WINDOW SIZE. '//11/I I I I I��%\
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 8:
Glass Types: 2, 3
Overall Sash Width Design Pressure (lbs/fe)for XOX Windows Meeting Rail: Standard 1/8"HS GLASS
Width Configuration .090"PVB
Range (in) 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 1/8"HS GLASS
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 30
44" 1/4-1/2-1/4 24
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 -80.0 +65.0 -80.0 1/2"NOM.
GLASS BITE
1/4-1/2-1/4 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR
49"
1/3-1/3-1/3 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 G]
74
1/4_1/2_1/4 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
53-1/8" 32 GLASS TYPE 2
1/3 1/3-1/3 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
1/4-1/2-1/4 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 2 SHEET.
61"
1/3-1/3-1/3 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 3/16"AN GLASS JR - 03/11/20
1/4_1/2_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 3/16"AN GLASS 00
Y
30 W o Q
1/3-1/3-1/3 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 23 ch naa
1!2"NOM. W (D O
1/4_1/2_1/4 ** - 24.082 +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 BITE L 0
a}op O 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 +65.0 -80.0 +65.0 -80.0 EXTERIOR O It N O
/ O M .. z O
1/3 1/3_1 3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 74 O _j o W �-
z co v ti
1/4_1/2_1/4 ** -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 3 U U -7 a ~
97" custom 25.303 -27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 z 0Ma
owr U)
1/3-1/3-1/3 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
1/4-1/2-1/4 ** -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 � °'
109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.6 -80.0 +65.0 -80.0 +65.0 -80.0 J
J � O
1 1 1co
+65.0 -80.0 O
/3-/3-/3 30,186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ® � of W
N N
1/4-1/2-1/4 ** - 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 D-' u) }days
113-5/8" 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 -80.0 g Oz W
ry Q
F1/3-%-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 °- o
z z r--
1/4-1/2-1/4 ** - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w 2
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 < w =
Q �
custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ano •asap sauaS
**MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556
`*MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556
f �
2 _ � , `✓)�
No, 5t
3705
NOTES:
S {ATE F C
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND �� c ? } I . �\ a�
EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN
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.E.#58705
TABLE 9:
Glass Types: 6, 7
Overall Sash Width Design Pressure (lbs/ft2)for XOX Windows Meeting Rail: Standard 13/16 NOM.
Width Configuration Range (in) 21-1/8 Overall Hgt. 29 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 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
44" 1/4 1/2 1/4 3/16"AN OR
-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 -80.0 +65.0 -80.0 TP GLASS 1/8"AN GLASS
1/3
1/4
49" -1� 1/4-
12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74
1/3-1/3-1/3 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 21 OR 1 B 1/2"NOM.
GLASS BITE
53-1/8"
1/4-1/2-1/4 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 1/3-1/3-1/3 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 A) NO CHANGES THIS
1 1 1 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 70-73 SHEET.
6111 /4-/2-/4 33 OR 33B
1/3-1/3-1/3 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 GLASS TYPE 6 (ANNEALED) JR-03/11/20
1/4_1/2-1/4
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 -72.97 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 +65.0 -80.0 +65.0 -80.0 ao Q
Y
1/3-1/3-1/3 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 > M naa
1 1 1 ** - . to 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +650 -67.5B o o O
/4-/2-/4 a 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 +65.0 -80.0 +65.0 -80.0 c� 1 }DQ O
1/3-1/3-1/3 26.186 -31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 oo W o
r`
1/4-Y2_1/4 ** - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B = W xe
J
97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 W z 00 Q tlMDJQ 'IN
W E- JMQ
1/3-1/3-1/3 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 ti > z
o
Y4_1/2_1/4 ** -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B Z .J W W 0)
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 JO WO
1/3-1/3-1/3 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 (0 0 W ti
1/4_1/2_1/4 ** -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B ® � F ❑
}aa4S
113-5/8" 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
Q
1/3-1/3-1/3 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 a o
�
1/4
_1/2_1 4 ** - 31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.5B 5 -2 0
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 _j W =
Q ❑
custom 33.186 - 38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 71}!1 •asaa sa!Jas
'"MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 "-80.0 FOR GLASS TYPE 7 ti i F E I I }
2 s-75.0 FOR GLASS TYPE 7
_ OVERALL WIDTH-57.556 �� `� •°' 79d "-
-MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)-
2
No. 58705 �
NOTES: ,2 0
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND
EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN f '
THE TABLE TO DETERMINE THE WINDOW SIZE. �O }! I 1 1 ,
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 10:
Glass Types: 8, 10, 11
Overall Sash Sash
Design Pressure (lbs/ft2) for XOX Windows Meeting Rail: Standard 3/16"AN GLASS
Width Configuration Range In •, �. oso"SG-
g ( ) 21-1/8 Overall Hgt. 29 Overall Hgt. 37 Overall Hgt. 49 Overall Hgt. 55 Overall Hgt. 63 Overall Hgt. 3116"ANGLASS
44" 1/4-1/2-1/4
12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30
1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23
1/2"NOM.
12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS BITE
49„ 1/4-1/2-�/4 EXTERIOR
1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 D
74
1/4_12_1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32
53-1/8" GLASS TYPE 8
1/3-1/3_1/3 14,334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 A) NO CHANGES THIS
1/4-1/2-1/4 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 SHEET.
0
61"
1/3-1/3-1/3 16.303 -20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13/16"NOM. a JR- 03/11/20
1/41/21/4
12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 � 1 GLASS STACK
.090"SG
76" custom 20.053 -22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE
1/8"AN OR Y Q
1/3-1/3-1/3 22.186 -25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 TP GLASS 3/16"AN GLASS j co Aaa
1/4-12-1 4 ** -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 31 74 p LO 0 U)
a}°Q 0 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 �pR 1B 1/z°NOM: O tt to O
1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 EXTERIOR GLASS BITE 0 � o W o
o v
1/4-1/2-1/4 ** - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 = u j r
U U o J uMofQ
97" custom 25.303 -27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 70-73 I W < °"
QMQ
1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 33 OR 336 r- > Z
GLASS TYPE 10 (ANNEALED) z rn
1/4-1/-1/4 ** -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 GLASS TYPE 11 (TEMPERED) w W
1091, custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 O O
1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 w
® � 00
/ ** 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 N
1/4-1�-1/4 - Z o 07 7aa4s
113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPES 8-15 0 = w
MAY NOT BE USED ~ of Q
1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 WITH INTEGRAL FIN d o
FRAMES cn Z Z r__
1/4-1/2-1/4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 w -
120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 _j w =
o
custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 a.}rl °saQ sauas
*'MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 `\, tie L`0v,AV
e ✓f�f
**MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556
No. 58705 `
NOTES:
r' STATE OFF
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN. FOR EQUAL-LEG % ' ."40RIOP,.
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE Olen'j "' s
TO DETERMINE THE WINDOW SIZE. ���1 GNAL `se
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 11:
Glass Types: 9, 12, 13, 14, 15
n Pressure
Width 9 �
Overall Sash Sash Design Ibs/ft2) Meeting Rail: Standard
for XOX Windows 3/16"HS GLASS
Width Configuration Range (in) 21-1/8" Overall H t. 29" Overall H t. 37" Overall Hgt. 49" Overall H t. 55" Overall Hgt. 63" Overall H t. .090"SG
9 g g 9 g 3/16"HS GLASS
1/4-1/2-1/4 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23 30
44
1/3-1/3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/2"NOM.
GLASS BITE
1/4-1/2-1/4 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR
49"
1/3-1/3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a
74
1/4_1/2_1/4 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32
53-1/8" GLASS TYPE 9
1/3-1/3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 A) NO CHANGES THIS
12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 SHEET.
6111 1/4-1�-1/4 •O
16.303 -20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13/16"NOM. a JR - 03/11/20
1/3-1/3-1/3 GLASS STACK
1/4-1/2-1/4 12.038 -20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE .090"SG
76" custom 20.053 -22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/8"AN OR 00 Y
TP GLASS 1/8"HS GLASS I-
Q
1/3-1/3-1/3 22.186 -25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 31 :AB
> o "aa
1/4-1/2-1/4 ** - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* � o U) r
a}DQ O
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 -110.0 OR 1B1x>1 0 N O
OJ M Z
1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR O J o W o
Z L- ( J � ti
1/4-1/2-1/4 ** -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* r W r- 78 r
97" custom 25.303 -27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 LU U v <00 /MDJQ
33 OR 336 Z H 0MQ
1/3-1/3-1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 12 (ANNEALED) C) > Z
** GLASS TYPE 13 (TEMPERED) o z
1/4_12_1/4 -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* IY w
W J
109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 w0
O
1/3-1/3-1/3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0Y w
CN
** -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* 13/16"NOM. ® N W
1/4-1�-1/4 Z O U) }aa4S
113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS STACK W
g = w
AIRSPACE 090"SG Q Q
1/3-1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3/16"AN OR
/ 1/8"HS GLASS LD Z Z I--
1/4-12-1 4 ** - 31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7* TP GLASS w C7 ti
_ W
120" custom 31.053 -33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 31 74 J W =
Q 0
custom 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 @OR 1 B 1/2"NOM al}il �saQ sagas
.
OVERALL WIDTH-58.556 `-110.0 FOR GLASS TYPES 9,12, 13&15 GLASS BITE
"MIN.SASH WIDTH(FLANGE WINDOWS)- 2 EXTERIOR ,1 5 p' LYNA/ rrrr��
_ OVERALL WIDTH-57.556 ` . P, >
MIN.SASH WIDTH(EQUAL-LEG WINDOWS)- � �GE
` � � '
s�
GLASS TYPES 8-15 33 OR 33B Na. 53705 -_
MAY NOT BE USED WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED)
NOTES: --
FRAMES GLASS TYPE 15 (TEMPERED) rip'' TAT
l . . �_
E OF Ci
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG % y '•'40{;it7N
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE
TO DETERMINE THE WINDOW SIZE. rrrlONAL ' �\
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 12:
Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS:
Anchor Quantities for XO & OX Windows Meeting Rail: Standard
Overall 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt.
Width - .Q m -0 - 12+1C3'21 141
Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E
CU
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 CLUSTER OF 3
2ANCHORS ANCHORS 4ANCHORS
2 ANCHORS AT
37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ATTHE CENTERED ATTHE THE FIXED LITE IN THE
SASH MEETING RAIL JAMB
49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX.O.C. A) NO CHANGES THIS
67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 9„MAX. 2 SHEET.
74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 * 3 _ ---�
_ ____ 9„MAX JR - 03/11/20
*1+C2+1 FOR GLASS TYPES 1,4&5 - / X O /
TABLE 13: 22-112
Glass Types: 8 thru 15 MAX.D.C. ono Q
Anchor Quantities for XO & OX Windows MEETING RAIL > o
Meeting Rail: Standard � '^aa
Overall REPEAT ANCHOR PATTERN AT SILL 0 O 0
Width 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. }
a}°° Irl-
O Q'
t� N O
Head & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E O Iq z o
12"MAX.O.C.
6"MAX.O.C. J M Z
U- —Wi
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 W v 00 J °"°° r
z 't a °"
37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 /// // / / � Z
49" 1+C2+1 21 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 /
Z W rn
61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 J mQ O
67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2-ANCHOR 3-ANCHOR 0 ~ o
74" 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 4 ® N N
CLUSTER DETAIL CLUSTER DETAIL N
z O ZQ }aa4S
O = j
4"MAX.O.C. f�- �
TABLE 14: g W o
Anchor Quantities for XO & OX Windows Glass Types: s thru 15 q z
O 1'—
Meeting Rail: Heavy-Duty W U
Width 21-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. / Q Q =
01 Head & Sill E Head & Sill Head & Sill E Head & Sill Head & Sill Head & Sill E
20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 �`` (,� ........';�
25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 4-ANCHOR
CLUSTER DETAIL ° rP
37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 = ;' N0• 55705
49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 -O �-�--
61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 NOTES: YT 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG TE F
�t r
67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 , OR
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE � �
r776" 2+C2+2 12 2+C2+2 2 2+C3+2 3 2+C3+2 T3 2+C3+2 4 2+C4+2 5 TO DETERMINE THE WINDOW SIZE. ', i ' NAL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A. i l l I s
MILLER,P.E.
P.E.#58705
TABLE 15:
Glass Types: 1, 4, 5
Anchor Quantities for XOX Windows Meeting Rail: Standard
Overall Sash Sash 12"MAX.O.C.
Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63' Overall Hgt.
Width Configuration Range (in) fl Q
Head & Sill Head & Sill m Head & Sill Head & Sill Head & Sill Head & SillCa
441, 1�4-Y2-Y4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1
Y3 1�3-1�3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
49"
��4_Y2-Y4 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
Y3-y3 Y3 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
1�4-Y2-1�4 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
53-1/8 CLUSTER DETAIL
Y3-y3-1�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+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
A) NO CHANGES THIS
61"
Y4 1�2_Y4 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.
1�3-y3-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+C2+1+C2+1 3 N
��4-�2-��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 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�3-y3-1�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
Y Q
Y4_Y2-1�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 W o 07
th ma
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+C2+2+C2+1 3
o (n
1�3_Y3 Y3 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 } a}op 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 C� N O
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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 _ 0 W
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 W o J uMD
Y4-Y2-Y4 *„ -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 Z 00 Q Q 'ON
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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 > Nt 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
120" Y4-y2-%4 ** -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 _ m IL
OVERALL WIDTH-57.924 O O
**MIN.SASH WIDTH(FLANGE WINDOWS)= 2 0
OVERALL WIDTH-56.924 rn N
**MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= w f-
2 GUIDE TO USING o O Q }aays
ANCHOR QUANTITY 14-1C 43�C, 24+1 13
TABLES FOR XOX
WINDOWS: U) z Oz ti
U W
CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS Q Q
ANCHORS ANCHORS IN THE apil asap sauas
1 ANCHOR AT CENTERED AT THE CENTERED AT THE JAMB
THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL
THE FIXED LITE � � ,. LY yAI
22-1/2"MAX.O.C. 1 ANCHOR AT �� .• ••.,41
9"MAX. 12"MAX.O.C. THE SASH
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WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE MEETING RAIL
TO DETERMINE THE WINDOW SIZE. /f/{ 1j, / I l�\t °e,
lt I It
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 16:
Glass Types: 2, 3, 6, 7
Sash Anchor Quantities for XOX Windows Meeting Rail: Standard
Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Ovarall Hgt. 63" Overall Hgt. 12"MAX.O.C.
Width Configuration -I-f--►I
Range(in) -n .n _n
Head& Sill m Head & Sill E Head &Sill E Head & Sill E Head &Sill E Head & Sill E
CU
1/4-Y2-1�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 ///
44" 1/3-1/3-/3 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
49" 1/4-Y2-1/4 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
1/3-1/3 Y3 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
53-1/8" -�/2-�4
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
1/4
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 CLUSTER DETAIL
1/3'1/3 1 3 A) NO CHANGES THIS
1/4-1/2-1/4 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 o SHEET.
61° 6"MAX.O.C. -►I
1/3-1/3 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+C2+1+C2+1 3 JR -03/11/20
Y4-1/2-1/4 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
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
1/3-1/3-1/3 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 / j/ W o U)
1/4-1/2-Y4 ** -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 O nab
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 } � a�oQ O Q
04
1/3-/3 1/3 26.186 -31.048 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 3-ANCHOR O "t _ Z
y4-y2 1/4 ** -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 -j o W
CLUSTER DETAIL z u_ CD J -�
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+C3+2+C3+1 3 = LLI re
1/3'1/3-1/3 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 W Z dam- Q �Mo�a ON
HMO
1/4-1/2-1/4 ** -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+C3+3+C3+1 3 0 >
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 z �01 w
1/3-1/3-y3 30.186 -36.675 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 _ m LL
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Y4-1/2-y4 ** -29.463 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 N
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 ® N �I (-
GUIDE TO USING ANCHOR QUANTITY
1/3-1/3-Y3 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 z 119194S
1/4-1/2 y4 ** -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 0 = :j
CY 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+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3Z)
4,1C21�3�' 21+11 13 6 z O �
custom 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+3+C2+1 3 1+C3+3+C3+1 3 w = ti
U
**MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.5562 Q z =
**MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 al4ll •0300 sauas
2 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS
ANCHORS ANCHORS IN THE t l 6 d t i
1 ANCHOR AT CENTERED AT THE CENTERED AT THE
THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL ( ��( �
THE FIXED LITE
22-1/2"MAX.O.C. '°OCEN � '•'�'�!
-"" 1 ANCHOR AT
9"MAX. 12"MAX.O.C. THE SASH No. 58705
NOTES: I C!
9"MAX. '( °,11/
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X • oTATE OF
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE / r '.,"4 ORIDI'%
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TO DETERMINE THE WINDOW SIZE. iis '•••••''�a� o
MEETING RAIL rat f N
REPEAT ANCHOR PATTERN AT SILL
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. t t f I 1 1 1 1 0 1
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 17:
Glass Types: 8, 10, 11
Sash Anchor Quantities for XOX Windows Meeting Rail: Standard
Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12"MAX.O.C.
Width Configuration --Il---►I
Range (in) Q
Head & Sill E Head & Sill E Ca
Head & Sill Head& Sill Head & Sill Head & Sill
44 /4-1/2-1/4 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
Y3-Y3-Y3 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 /
49" 1/4-1/2-1/4 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
1�3-1/3-y3 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 2-ANCHOR
1/4 1/2_%4 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 CLUSTER DETAIL
53-1/8" 1/3-1/3-1/3 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
c SHEET.
1/4-1/-1/4 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
61" 6"MAX.O.C. f
1/3-1/3-1/3 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 A r A JR- 03/11/20
1/4 1/-%4 12.038 -20.052 1+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 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 00 Y Q
1/ 1/ 1/ 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+C3+1+C3+1 3 1+C3+1+C3+1 3 �j� � M nab
3- 3- 3
Y4-Y2 Y4 ** -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+3+C3+1 3 p o 00
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+C3+2+C3+1 3 1+C3+2+C3+1 3 O N a�°a O O
1/3-1/3-1/3 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 OJ M .. Z Z
o 0
y4-1/2-1/4 ** -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 ZLu
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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 U V o uMo ~
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1/3-1/3-Y3 27.186 -32.675 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 z `r cMa
1/4--Y2 Y4 ** -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 0 > rn 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 3 1+C3+3+C3+1 3 Z `. w W °�
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1/3-1/3 1/3 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 1+C3+2+C3+1 3 _ Q O
y4 1/2-/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 CD ~
GUIDE TO USING ANCHOR QUANTITY ® N N
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+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 �
TABLES FOR XOX WINDOWS: ;� W Z }aays
1/3-1/3-1/3 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 z O
o = j
%-1/2-/4 *` -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+C3+3+C3+1 3 j ¢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 1 214341C21 1 13 Z O 1,-
CD
custom 33.186 -38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+3+C3+2 3 � U IY
J Z =
-MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 Q Q
2 1 911!1 •°sa4 Isapasl
""MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS 1 i I I i t f
2 ANCHORS ANCHORS IN THE
1 ANCHOR AT CENTERED AT THE CENTERED AT THE JAMB ON\ LYjA IV
THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL c� .........
THE FIXED LITE
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NOTES: I --1 ---� ----� (----- YA�T;,EF
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1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X O X P4J
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE /
i �iR1D�,. ` ems
TO DETERMINE THE WINDOW SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL ✓,rf �dOj�� �i;t t
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 18: 12"MAX.O.C.
Glass Types: 9, 12, 13, 14, 15
Sash Anchor Quantities for XOX Windows Meeting Rail: Standard
Overall Sash Width 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt.
Width Configuration
Range (in) � � .o .>, � .n /
Head & Sill m Head & Sill Head &Sill Head & Sill Head & Sill Head & Sill m
44" 1/4-Y2-Y4 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
1�3 1�3-1�3 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
2-ANCHOR
�4 1�2-Y4 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
49�� CLUSTER DETAIL
Y3-1�3-Y3 13.303 - 16.675 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
�4-12-Y4 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
53-1/8" 6"MAX.O.C. -►�
1�3-Y3-Y3 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 A) NO CHANGES THIS
SHEET.
1/4 1/2-1 4 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
61"
1�3 1�3-Y3 16.303 -20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 / / JR -03/11/20
Y4-1/2_Y4 12.038 -20.052 1+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 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 00
Y a
1/3_1�3-Y3 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+C3+1+C3+1 3 1+C3+1+C3+1 31 W o �
-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 Of 0 0
�4- 2-�4 0 nay
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+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL >- ti a}oa Q
U' N
1�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 O M _ Z Z
-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 O -� o W
1�4-1�2-�4 ** 4 MAX.O.C. z LL to J -�
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 = W 7 v ~
U C) O J ummic
1�3-1�3 Y3 27.186 -32.675 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 W Z 00 N SON
Y4-1�2-Y4 *' -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+4+C3+1 3 > j 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 3 1+C4+3+C4+1 3 �j/ z rn W co
W J `-
1�3-1�3-1/3 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 J Q LL
O
Y4 Y2-Y4 "* -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+C4+4+C4+1 3 W >_ d
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+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 4-ANCHOR ® N I_
N
1/3 y3_1/3 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 z O zQ }aa4S
Y4-1�2-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 ¢ 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 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 z ti
custom 33.186 -38.222 2+C2+2+C2+2 2 2+C2+3+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 1++C2143�C2141 13 ( �Uj
3 �
"MIN.SASH WIDTH FLANGE WINDOWS = OVERALL WIDTH-58.556 -j z =
( )- 2 Q Q
"*MIN.SASH WIDTH(EQUAL-LEG WINDOWS)= OVERALL WIDTH-57.556
GUIDE TO USING a/pI •asaa sauas
2 ANCHOR QUANTITY
CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS
TABLES FOR XOX ANCHORS ANCHORS IN THE z'•'� I e s,i%�,�,��'°r
1 ANCHOR AT CENTERED AT THE CENTERED AT THE JAMB �� �CJ I + `fi ✓' �r r
WINDOWS: THE SASH 3 ANCHORS AT �;
MEETING RAIL MEETING RAIL '� 1C.ENi P f
THE FIXED LITE ° {°
22-1/2"MAX.O.C. 1 ANCHOR AT
9"MAX. 12"MAX.O.C. THE SASH = No, 53705
NOTES: I --1 -----1 ----D r--
1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG - - - ---- - - - 9 M �.� T�E O� L7j t
WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE X O X ro °°•``4 C7RIOP'
TO DETERMINE THE WINDOW SIZE. /-A
> ,/O/VAL �
2)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL r/t t 1 1 1 I 1 1 1 t°,
A.LYNN MILLER,P.E.
P.E.#58705
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 CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET.
1/4"MAX.SHIM
EDGE DISTANCE -1-�-'I EMBEDMENT SEE TABLE 1/4"MAX.SHIM I EMBEDMENT
NOTE B,FOR .
HEAD TYPE SASH VISIBLE 4
12
1/4"MAX. EDGE ° .m LIGHT WIDTH „
SHIM EMBEDMENT EDGE
DISTANCE 17 DISTANCE
a 35 d.
TYP.ANCHOR TYPE, FIXED VISIBLE
EMBEDMENT AND EDGE a LIGHT WIDTH ;."d
DISTANCE PER SUBSTRATE, $
SEE TABLE 19. d °
ad A) REVISED ANCHOR
jj�vv�
12"LENGTH,CENTERED d:.e .<•� 63 EXTERIOR o TYPE TABLE.
1 20 ABOVE SASH °d. 16 d..°
14 15 JR -03/11/20
TYP.ANCHOR TYPE,
TYP.ANCHOR TYPE, EMBEDMENT AND EDGE
EMBEDMENT AND EDGE DISTANCE PER
OVERALL WIDTH
DISTANCE PER SUBSTRATE,SEE TABLE 19 co
SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. W Q
&NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A > M naa
(SHOWN WITH I.G.GLAZING) o 0
LI GIHT 11 1/4"MAX.SHIM LID
a}op Q
OVERALL HEIGHT M U) Z
HEIGHT 52 4 INSTALLATION O $ Z o
OPTION 4 = W �e r`
ANCHORED THROUGH U U_ J UMDJQ
51 50 - FRAME INTO METAL Z ��d H ON
50 > d Z
TYP.ANCHOR TYPE, o Z
13 EMBEDMENT AND �
EXTERIOR EDGE DISTANCE J
10 40 50 PER SUBSTRATE, _j W O
SEE TABLE 19. W U LO
1
19 ® Q
7 14 15 MIAMI-DADE APPROVED MULLION,FBC N N LLL
COMPLIANT ALUMINUM/STEEL FRAMING z O Z }aays
OR STEEL STUD.MAY BE VERTICAL OR
_ O
6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE
AT MEETING RAIL, PROPERTIES,TABLE 19. Q
O
(SHOWN WITH MONO.GLAZING) _I
ANCHORED WITH(4) cn Z J
18 SCREWS,(P#60). c7 Q
ONLY REQUIRED IF NOTES: TABLE 19: Z) U _
36 OVERALL HEIGHT IS Min. Edge Min. J Z
Distance Embedment
Anchor Substrate Dit Ebdt Q
OVER 63". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON a�}i� 'asad sauaS
TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. #12 Steel, Southern Pine(SG=0.55) 9/16" 1-3/8" A)MIN.OF 3 THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE 18 8 or 410 Aluminum, 6063 T5 min. 3/8" 0.063" BEYOND THE METAL
d < 9 OF THE WINDOW.
. SS Screw A36 Steel 3/8" 0.063" SUBSTRATE.
Steel Stud, Gr. 33 min. 3/8' 0.045"(18 Ga)
2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE r c }
1/4"MAX. EMBEDMENT ) B)USE ONLY FLATHEAD •' 1 � F
SHIM ° 19.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE Concrete(min.3.35 ksi) 1" 1-3/4" .
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE 1/4"410 SS Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" ANCHORS IN HEAD AND rgy
EXTERIOR ° < OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. CreteFlex SILL.PAN/HEX/FLAT HEAD No. 53705
Southern Pine(SG=0.55) 1" 1-3/8" TYPE IS ALLOWABLE FOR — j =
a ° WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X Concrete min.2.85 ksi 1" 1-3/8" ANCHORS IN THE JAMBS.
14�GE TY ANCHOR TYPE, AND 2X BUCKS WHEN USED SHALL BE DESIGNED TO PROPERLY ( )
( ) 1/4"Steel
DIST E1 AEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ungrouted CMU, (ASTM G90) 2-1/2" 1-1/4" "UNGROUTED CMU" oZ (�
Ultracon C % O
DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southem Pine(SG=0.55) 1" 1-3/8" ) add TAT Or
INSTALLATION OPTION 2 SEE TABLE 19.
OR ARCHITECT OF RECORD. VALUES MAY BE USED FOR {fie ct 0RIDI', e
ANCHORED THROUGH FRAME Concrete(min. 3.00 ksi) 1-3/16" 1-3/8"' GROUTED CMU
1/4"Steel
Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" APPLICATIONS. rr (
DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultracon+ Southern Pine SG=0.55 1" 1-3/8" r,//}NAL} ` �'1\
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ( )
VERTICAL SECTION B-B A.LYNN MILLER,P.E.
P.E.#58705
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 CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET.
EDGE DISTANCE EMBEDMENT
1/4"MAX.SHIM —► 1/4"MAX.SHIM
�
---- EMBEDMENT
SASH VISIBLE 12 6
1/4"MAX. ° ,. ,, LIGHT WIDTH
SHIM EMBEDMENT EDGE 17 . " EDGE
DISTANCE ° I If DISTANCE
<.4 -'— 35
q
TYP.ANCHOR TYPE, FIXED VISIBLE
EMBEDMENT AND EDGE e.a LIGHT WIDTH
DISTANCE PER SUBSTRATE, s e
SEE TABLE 20.
63 EXTERIOR
3 12"LENGTH,CENTERED o TYPE TABLE.
20 ABOVE SASH 4.. 16
_W 14 15 JR - 03/11/20
TYP.ANCHOR TYPE, TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE BUCK WIDTH EMBEDMENT AND EDGE
DISTANCE PER DISTANCE PER _
�
SUBSTRATE,SEE TABLE 20 Y
SUBSTRATE,SEE TABLE 20 W Q
&NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A &NOTE B FOR HEAD TYPE. > M naa
(SHOWN WITH I.G.GLAZING) CD O
VISIBLE ) � aop 0
11 O NW Q
BUCK HEIGHT 1/4"MAX.SHIM O
HEIGHT 52 6 I INSTALLATION Z U_ W
OPTION 4
= W � J �e r
ANCHORED THROUGH W U OD 'ON
UMDJp
51 50 FRAME INTO METAL I W F<- 9Mp
50 > d Z
TYP.ANCHOR TYPE, O O
13 EMBEDMENT AND z W O M
EXTERIOR EDGE DISTANCE W W `-
10 40 50 PER SUBSTRATE, J J O
SEE TABLE 20. O
19 m � = O
0)
N IV
14 15 rn W
ign 9 MIAMI-DADE APPROVED MULLION,FBC !� W }aays
COMPLIANT ALUMINUM/STEELFRAMING� z O z
HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR 0 = O
6"LENGTH,CENTERED AT HORIZONTAL.SEE SUBSTRATE j Q O
MEETING RAIL, (SHOWN WITH MONO.GLAZING)
18 ANCHORED WITH(4) PROPERTIES,TABLE 20. (0 Z Q
SCREWS,(P#60).ONLY W F-
36 REQUIRED IF BUCK NOTES: TABLE 20: it J U) 3:Min. Edge Min. Z
HEIGHT IS OVER 62". Anchor Substrate Distance Embedment Q
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON al}il •asap sauas
TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. #12 Steel, Southern Pine(SG=0.55) 9/16" 1-3/8" A)MIN.OF 3 THREADS
ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Aluminum, 6063-T5 min. 3/8" 0.063" BEYOND THE METAL
° a. j ° OF THE WINDOW. SS Screw
A36 Steel 3/8" 0.063" SUBSTRATE. `` "y s '�;� f rrrd
1/4"MAX. _�A a Steel Stud, Gr. 33 min. 3/8" 0.045"(18 Ga) e` `I. 1 n r
SHIM EMBEDMENT 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE B USE ONLY FLATHEAD r ` CPLS
20.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 1/4 Concrete(min. 3.35 ksi) 1" 1-3/4"
"410 SS ANCHORS IN HEAD AND
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE CreteFlex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" SILL. PAN/HEX/FLAT HEAD tea. 5gg705
EXTERIOR a OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Southern Pine(SG=0.55) 1" 1-3/8° TYPE IS ALLOWABLE FOR - C
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X
EDGE TYP.ANCHOR TYPE, Concrete(min. 2.85 ksi) 1" 1-3/8" ANCHORS IN THE JAMBS. _
EMBEDMENT AND EDGE AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1/4"Steel
DISTANCE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Ultracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4"
DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Southern Pine(SG=0.55) 1" 1-3/8" C)"UNGROUTED CMU" ATE F �LJti
INSTALLATION OPTION 2 SEE TABLE 20. VALUES MAY BE USED FOR r /,
OR ARCHITECT OF RECORD. Concrete min. 3.00 ksi 1-3/16" 1-3/8"
ANCHORED THROUGH FRAME ( ) GROUTED CMU r
DIRECTLY INTO CONCRETE/CMU. 1/4"Steel Ungrouted CMU, (ASTM C-90) 1-1/2" 1-1/4" APPLICATIONS. fs ftra \ �°�
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultracon+ Southern Pine SG=0.55 1" 1-3/8"
DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ( )
VERTICAL SECTION B-B A.LYNN MILLER,P.E.
P.E.#58705
INSTALLATION OPTION 5 EDGE DISTANCE
ANCHORED THROUGH FIN INTO 2X EDGE EDGE INSTALLATION OPTION 5 EDGE DISTANCE
WOOD FRAME OR BUCKSTRIP. DISTANCE ��— DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM --�-�
TYP.ANCHOR TYPE,EMBEDMENT WOOD FRAME OR BUCKSTRIP.
AND EDGE DISTANCE PER TYP.ANCHOR TYPE,
SUBSTRATE,SEE TABLE 1/4"MAX SHIM EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, 0
EMBEDMENT -®- SEE TABLE 21.
EDGE SASH VISIBLE 12 5
DISTANCE LIGHT WIDTH
17 EMBEDMENT
EDGE 35
DISTANCE I EMBEDMENT
— _------- � � FIXED VISIBLE
IL
LIGHT WIDTH
Ll/4"MAX. A) NO CHANGES THIS
SHIM
SHEET.
0
12"LENGTH,CENTERED 63 EXTERIOR
2 20 ABOVE SASH 16 107 14 15 JR- 03/11/20
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE 1/4"MAX.SHIM ao
DISTANCE PER BUCK WIDTH W Y Q
SUBSTRATE,SEE TABLE 21. > O
HORIZONTAL SECTION A-A o o 0 �aa
(SHOWN WITH I.G.GLAZING) INSTALLATION
11 OPTION 6 O N a}o4 O Q
VISIBLE ANCHORED THROUGH O "t (n OZ
LIGHT 5 INTEGRAL FIN INTO METAL 0 _! O W O
HEIGHT 52 Z B- CD J ti
BUCK = LLI fg I�
HEIGHT U U O J UM a
W — ao IN
51 50 It W Da
rn Nt Z Z
50 o Z LL
O
J �
13 50 EXTERIOR J < OL
O C�
10 40 ® W
U 2) 14 15 N Niz
19 MIAMI-DADE APPROVED MULLION,FBC z0 Z }aays
8 COMPLIANT ALUMINUM/STEEL FRAMING TYP.ANCHOR TYPE, O a: O
OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE Q 2 {= Q
HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, cr- Q O
(SHOWN WITH MONO.GLAZING)
PROPERTIES,TABLE 21. SEE TABLE 21. U) Z J
�
Q
Z =
36 NOTES: TABLE 21: aµ11 •asap sauas
1/4"MAX Anchor Substrate Min. Edgel Max. Min.
SHIM 1)USE ONLY SUBSTRATE-APPROPRIATE I Distance O.C. EmbedmentANCHORS LISTED ON TABLE 21.
EMBEDMENT AND EDGE DISTANCE FOLLOW 2-1/2"x.113" Box Nail Southern Pine(SG=0.55) 5/16" 5" 2-7/16' ,a ti� 4 y� P'`Alive/
2-1/2"x .131'Common Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16'
LIMITS.ANY INSTALLATION OPTION •°' ICEN ,
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" 2-7/16' r `� ,
EXTERIOR THE WINDOW: 2-1/2"x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5' 2-7/16" d=
C=> 9 ( ) No.
EDGE DISTANCE Southern Pine(SG=0.55) 1/2" 5" 1-3/8" /1 �_
2)VISIBLE LIGHT WIDTH OR HEIGHT #10 Steel Trusshead Screw or — } l/t —
(ALSO REFERRED TO AS DAYLIGHT 0.125"Aluminum, 6063-T5 min. 5/16" 5" 0.091, r,
-e—
OPENING)IS MEASURED FROM BEADING #12 Steel, 18-8 or 410 SS 0.050"A36 Steel 5/16" 5" 0.0501, _ 0
EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT Screw E Fl
AND EDGE DISTANCE PER TO BEADING. 0.045"(18 Ga)Steel Stud, Gr. 33 min. 5/16" 5" 0.045" fi
INSTALLATION OPTION 5 SUBSTRATE,SEE TABLE 21. ^� '•.°'�CR3;�t`� '`•••����
ANCHORED THROUGH FIN INTO 2X 3)ANCHOR TO BE INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
WOOD FRAME OR BUCKSTRIP. 2-1/2"OF FIN CORNER. f'! /`/A 1
VERTICAL SECTION B-B A.LYNN MILLER,P.E.
if P.E.#58705
2.724"
1.488" 2.112" .987"
�-®- 2.724"
2.724" ►•�
3.184"
2.560" 2.786" 2.786"' 2.786"
2.060"
-► 062" .062" .062" .062" .062" .062"HEAD,FLANGE FRAME �-
HEAD,INTEGRAL HEAD,EQUAL JAMB,FLANGE JAMB, INTEGRAL JAMB, EQUAL LEG A) UPDATED MATERIAL
O
1 z 3 4 5 6
FIN FRAME O LEG FRAME O FRAME O FIN FRAME O FRAME
i; PROP. TABLE.
0
2.7241, 2.724" 2.724" 1.246" �- a J R- 03/11/20
.040"' 1.513" o
W o (Y Q
062" 723" � M rj nab
Q Co
3.151" 808" 875"
3.651 3.908" O N a}op O Q
I't
4.276" INSTALLATION 0 t O
-► 062" 17 HOLE COVER 1a WINDLOAD ADAPTER M � Z
Z u- coo W o
-► .062" .062" 062" = WON
U U O J uMojp
1.415" I.._ 1.446" o W ^ SMa
O SILL,EQUAL LEG FRAME 518" ~O > � Z
O SILL,FLANGE FRAME \:� .710" Z IY rn
to SILLADAPTER W T-
2.211" 062" -�-,I►-
2.105" -•►-) s SILL, INTEGRAL .040" -j O� �O � ao FIN FRAME zo ANTI-LIFT CLIP
2.211' 19 SILL TRACK O ® a�i
.170" rn
2.149" 1.300" N
062" 630" .464" -I 4S
��- Er 1.803" Z O }aa
062 1.138" in T &I (LDu
z_ j
05
1 -L 1jJ
2.273" ® 797" 798" o
1.136"
062" 100"
1.300" 1.032" Z r
.170" .120" .045" � .070" -r►I .065" -�-) : W ) X =
SASH TOP& ¢ W
11 SASH PULL RAIL 12 SASH LOCK RAIL 13 14 BOTTOM RAIL HD MEETING RAIL 15 STD MEETING RAIL 16 SCREEN ADAPTER 2tA IG BEAD 21B IG SNAP BEAD I aµ11 -3,30 sauas
-► .050" .045" ALUMINUM DESICCANT FILL �\,,°`��C. E '' s
HOT-MELT � ,.••', ""••; L� s
TABLE 22:MATERIAL PROPERTIES USED aINT.GLASS
CONE I
POLYISOBUTYLENE �a _ L 5� °. �'
REINFORCEMENT SEAL 5/16"NOM. Q•' fp
FOR ANCHORAGE CALCULATIONS: STRUCTURAL _ IUo: 58705
Material Min. Fy Min. F. POLYISO- 1/4"NOM. 3/16"NOM. SILICONE _
Steel Screw 92 ksi 120 ksi BUTYLENE WITHSTRUCTURBUTYL& 5/16"NOM. SEAL
.795" 795" 18-8 Screw 60 ksi 95 ksi DESICCANT ROLL-FORMED >3 -
SILICODESICCANT G7
410 Screw 90 ksi 110 ksi FOAM WFOAM
STAINLESS STEEL u
Elco UltraCon® 155 ksi 177 ksi EXT.GLASS DESICCANT ATE OF
�.492" .612" 1/4"DeWalt UltraCon+® 148 ksi 164 ksi EXT.GLASSEXT.GLASS EXT.GLASS °.°LORiG .•' ti :�
410 SS DeWalt/Elco CreteFlex® 127.4 ksi 189.7 ksi INT.GLASS
z3 7/16"BEAD z4 5/16"BEAD 6063-T5 Aluminum 16 ksi 22 ksi .GLASS INT.GLASS a//f /'�ig`A-L
A36 Steel 36 ksi 58 ksi KODISPACE SUPER SPACER® DURASEAL® XL EDGETM 1 t t 1 1 1 1 1 W
Gr.33 Steel Stud 33 ksi 1 45 ksi 70 4SG TPS 71 NXT TM 72 SPACER 73 SPACER
A.LYNN MILLER,P.E.
11 P.E.#58705
TABLE 23:
Item # Part# Description Material
1 624038 Head, Flange Frame Alum. 6063-T6 ASSEMBLY DETAILS FOR
2 624039 Head, Integral Fin Frame Alum. 6063-T6 XO FLANGE FRAMES
3 624040 Head, Equal-leg Frame Alum. 6063-T6 (OTHER FRAME TYPES&
4 624001 Jamb, Flange Frame Alum. 6063-T6 CONFIGURATIONS SIMILAR) 1
5 624017 Jamb, Integral Fin Frame Alum. 6063-T6 61 f 61
6 624028 Jamb, Equal-leg Frame Alum. 6063-T6 41 /
7 624035 Sill, Flange Frame Alum. 6063-T6 i
8 624036 Sill, Integral Fin Frame Alum. 6063-T6 ( j
9 624037 Sill, Equal-leg Frame Alum. 6063-T6 �.' 61 I
10 624034 Sill Adaptor Alum. 6063-T6 '
11 624043 Sash Pull Rail Alum. 6063-T6
12 624006 Sash Lock Rail Alum. 6005A-T61
13 624041 Sash Top&Bottom Rail Alum. 6063-T6 I i A)ADDED BACKBEDDING
14 624027 HD Meeting Rail Alum. 6063-T6 I 13
15 624005 Std. Meeting Rail Alum. 6005A-T61 •O
16 624047 Screen Adapter Alum. 6063-T6 I� JR - 03/11/20
17 624051 Installation Hole Cover Alum. 6063-T6
18 64125M Windload Adapter Alum. 6063-T6 I I
19 624042 Sill Track Alum. 6063-T6 00 Y
Q
20 624015 Anti-Lift Clip Alum. 6063-T6 I I o
LU c>q
W M > nab
21A 624009 IG Bead Alum. 6063-T5 I O
21B 624011 IG Snap Bead Alum. 6063-T5 a a O
23 624026 7/16" Lami Glaz. Bead Alum. 6063-T6 ��'� (D C
24 624013 5/16" Lami Glaz. Bead Alum. 6063-T6 �' r) M Z Z
30 6TP247 Glazing Bead, Bulb Vinyl for#624013򘖚 Vinyl toeO -j 00 W o
31 6TP248 Glazing Bead, Bulb Vinyl for#624009򘖋 Vinyl 7 Ld m v e ti
32 712653K Mono setting Block 3/32"X 1/4"X 1" Neoprene W U C0 J UMDJQ GN
33A 71715K Lami IG Setting Block 1/8" x 3/4"x 1-1/14" Neoprene 63 It
~o W IQ— DMO
33B 624014 IG Snap Setting Block Vinyl 12 ~ol o � d Z
35 724045 Sweep Latch Cast Zinc Z rn _rn
36 71298 Weep Hole Cover Vinyl 1.00 J co W
37 41722 Hole Plug Vinyl 15 14 p Q O
38 724021 Lock Rail Cover, (LH& RH) Vinyl 0 W rn
39 724050 Pull Rail End Cap Vinyl
40 724048 Roller Housing &Sash Guide Vinyl z W 022-2
41 724052 Roller Wheels Stainless Steel I o 2 Z
42 724054 Sash Top Rail Gasket, (LH& RH) Polyethylene 4 13 I O o
43 724055 Sash Bot Rail Gasket, (LH& RH) Polyethylene co _Z ti
ca
44 724057 Frame Header Gasket, (LH& RH) Polyethylene 39 w
45 724058 Frame Sill Gasket, (LH& RH) Polyethylene 41 O =
46 724063 Meeting Rail Gasket Polyethylene 61 Q m
50 Weatherstrip, .187"x .170", Fin Seal @ Sash I ! 35 alp-L •Dsa4 Isayesi
51 Weatherstrip, .187" x .270", Fin Seal @ MR +++ ��\\s 1 f r 1/i
52 67070 Bulb Vinyl 40 \� ,�� '.LAV 's�i�
60 710X38PPAX #10 X 3/8" Ph. PH SMS (Windload Adapter) Stainless Steel 61 III C��•'
61 781 PQX #8 X 1" Qd. PH SMS (Frame& Sash Assembly) Stainless Steel INTERIOR `Z . .C`3
63 - Aluminum Screen with Fiberglass Mesh Varies No. 58705 I � _= � �.
70 - Kommeding Kodispace 4SG TPS 7
71 - Quanex Super Spacer nXT See Sheet .' 38 �J3
18 for 0 f
72 - Quanex Duraseal Spacer � INTERIOR � ••S{�RI��•••.,• ��
73 - Cardinal XL Edge Spacer Materials %/ .. ..
74 - Dow 791, 899, 983 or GE 7700 Backbedding Silicone /"'/0AJAL
NOTES: �f��P�i11111\!
1)ALL CORNERS TO USE GASKET AND/OR SEALANT.
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. A.LY MILLER,P.E.
P.E.#58705