HomeMy WebLinkAboutSH7600NOAMIAWDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
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 "SH7600A" Aluminum Single Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. 7600NOA-1, titled "Aluminum Single Hung Install (M)",
sheets 1 through 12 of 12, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.07
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Manufacturer's die drawings and sections.
2. Drawing No. 7600NOA4, titled "Aluminum Single Hung Install (NI), sheets 1
through 12 of 12, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL48-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2a1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL484835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn
Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
NOA No. 18-0430.07
Expiration Date: August 23, 2023
Approval Date: August 239 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
F. STATEMENTS
1. Statement letter of conformance to FBC 6t'' Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. I&0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
E-2
Manuel Pee P.E.
Product Control x finer
NOA No. 18-0430.07
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
SERIES SH7600A NON -IMPACT RESISTANT SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
17 13/16" MAX. O.C.
18-3/8" MAX.
DESIGN PRESSURE RATING IMPACT RATING
VARIES PER GLASS TYPE, NOT RATED FOR
SEE SHEETS 2-5 IMPACT RESISTANCE
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLYMIAMI-DADE COUNTY 17-3/4" MAX.
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17-3/4" 9-1/2" MAX. 52-1/8" MAX. BUCK WIDTH
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER MAX.
(9" D, SEE MAX. BUCK) 5" MAX. O.C.
ANCHOR TYPE.
SHEETS 8 & 9 —I � � SHEET 10 —I
(17-1/4" BUCKB, SEE O.C. )
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM
E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING
AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES
0 0 0w w w
-�� WIDTH i� �� WIDTH E►- -T�� WIDTH ��-
C�
w
w = /
RECTANGULAR RADIUS -TOP RECTANGULAR
WITH EQUAL WITH PROVIEW WITH CUSTOM
LITE SASH SASH SASH
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
A, SEE
SHEETS 8 & 9
EQUALLY
SPACED
ANCHORS PER
TABLES 6 & 7
EQUALLY SPACED
ANCHORS PER
TABLES 6 & 7
9-1 /2" MAX.
(9" MAX. BUCK)
X
B NO AP
- 53-1/8" MAX
TIP TO TIP WIDTH
C, SEE
SHEET 10
17-3/16" MAX. O.C. " i 84
MAX.
TIP
12-1/16" MAX. O.C. TO
_ TIP
HEIGHT r
13-5/16" MAX. O.C.
5" MAX.
O.C.
_i
1" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
TABI E 1 ALLOWABLE GLASS TYPES
"
4-11/16
MAX.
83"
MAX.
BUCK
HEIGHT
4-11l16" MAX.
D
11" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
Tp
lae Description (Listed from Exterior to Interior) Table #
Y
1 1/8" Annealed 2
2 13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3
3 3/16" Annealed 3
4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16" Annealed 4
5 1/8" Tempered 5
6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5
7 3/16" Tempered 5
8 13/16" IG: 3/16" Tempered Cap, Airspace, 3/16" Terpered 5
USER INSTRUCTIONS:
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
DESIGN PRESSURES If GLAZING DETAILS........ 2-5
ANCHOR QUANTITIES ..................... I.................... 6-7
INSTALLATION, FLANGE...............................4...... 8
INSTALLATION, EQUAL LEG ................................. 9
INSTALLATION, INTEGRAL FIN... ... 0 ........ 0 . 0 .......... 10
EXTRUSION PROFILES ......................................... 11
ASSEMBLY & PARTS LIST .................................... 12
I�fi7_r;7
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
1)
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLYMIAMI-DADE COUNTY 17-3/4" MAX.
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE 17-3/4" 9-1/2" MAX. 52-1/8" MAX. BUCK WIDTH
SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER MAX.
(9" D, SEE MAX. BUCK) 5" MAX. O.C.
ANCHOR TYPE.
SHEETS 8 & 9 —I � � SHEET 10 —I
(17-1/4" BUCKB, SEE O.C. )
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS.
6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM
E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING
AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES
0 0 0w w w
-�� WIDTH i� �� WIDTH E►- -T�� WIDTH ��-
C�
w
w = /
RECTANGULAR RADIUS -TOP RECTANGULAR
WITH EQUAL WITH PROVIEW WITH CUSTOM
LITE SASH SASH SASH
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
A, SEE
SHEETS 8 & 9
EQUALLY
SPACED
ANCHORS PER
TABLES 6 & 7
EQUALLY SPACED
ANCHORS PER
TABLES 6 & 7
9-1 /2" MAX.
(9" MAX. BUCK)
X
B NO AP
- 53-1/8" MAX
TIP TO TIP WIDTH
C, SEE
SHEET 10
17-3/16" MAX. O.C. " i 84
MAX.
TIP
12-1/16" MAX. O.C. TO
_ TIP
HEIGHT r
13-5/16" MAX. O.C.
5" MAX.
O.C.
_i
1" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
TABI E 1 ALLOWABLE GLASS TYPES
"
4-11/16
MAX.
83"
MAX.
BUCK
HEIGHT
4-11l16" MAX.
D
11" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
Tp
lae Description (Listed from Exterior to Interior) Table #
Y
1 1/8" Annealed 2
2 13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3
3 3/16" Annealed 3
4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16" Annealed 4
5 1/8" Tempered 5
6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5
7 3/16" Tempered 5
8 13/16" IG: 3/16" Tempered Cap, Airspace, 3/16" Terpered 5
USER INSTRUCTIONS:
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
DESIGN PRESSURES If GLAZING DETAILS........ 2-5
ANCHOR QUANTITIES ..................... I.................... 6-7
INSTALLATION, FLANGE...............................4...... 8
INSTALLATION, EQUAL LEG ................................. 9
INSTALLATION, INTEGRAL FIN... ... 0 ........ 0 . 0 .......... 10
EXTRUSION PROFILES ......................................... 11
ASSEMBLY & PARTS LIST .................................... 12
I�fi7_r;7
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
1)
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM
E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING
AND GLASS PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL.
FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES
0 0 0w w w
-�� WIDTH i� �� WIDTH E►- -T�� WIDTH ��-
C�
w
w = /
RECTANGULAR RADIUS -TOP RECTANGULAR
WITH EQUAL WITH PROVIEW WITH CUSTOM
LITE SASH SASH SASH
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
A, SEE
SHEETS 8 & 9
EQUALLY
SPACED
ANCHORS PER
TABLES 6 & 7
EQUALLY SPACED
ANCHORS PER
TABLES 6 & 7
9-1 /2" MAX.
(9" MAX. BUCK)
X
B NO AP
- 53-1/8" MAX
TIP TO TIP WIDTH
C, SEE
SHEET 10
17-3/16" MAX. O.C. " i 84
MAX.
TIP
12-1/16" MAX. O.C. TO
_ TIP
HEIGHT r
13-5/16" MAX. O.C.
5" MAX.
O.C.
_i
1" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
TABI E 1 ALLOWABLE GLASS TYPES
"
4-11/16
MAX.
83"
MAX.
BUCK
HEIGHT
4-11l16" MAX.
D
11" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
Tp
lae Description (Listed from Exterior to Interior) Table #
Y
1 1/8" Annealed 2
2 13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3
3 3/16" Annealed 3
4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16" Annealed 4
5 1/8" Tempered 5
6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5
7 3/16" Tempered 5
8 13/16" IG: 3/16" Tempered Cap, Airspace, 3/16" Terpered 5
USER INSTRUCTIONS:
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
DESIGN PRESSURES If GLAZING DETAILS........ 2-5
ANCHOR QUANTITIES ..................... I.................... 6-7
INSTALLATION, FLANGE...............................4...... 8
INSTALLATION, EQUAL LEG ................................. 9
INSTALLATION, INTEGRAL FIN... ... 0 ........ 0 . 0 .......... 10
EXTRUSION PROFILES ......................................... 11
ASSEMBLY & PARTS LIST .................................... 12
I�fi7_r;7
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
1)
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEETS.
A, SEE
SHEETS 8 & 9
EQUALLY
SPACED
ANCHORS PER
TABLES 6 & 7
EQUALLY SPACED
ANCHORS PER
TABLES 6 & 7
9-1 /2" MAX.
(9" MAX. BUCK)
X
B NO AP
- 53-1/8" MAX
TIP TO TIP WIDTH
C, SEE
SHEET 10
17-3/16" MAX. O.C. " i 84
MAX.
TIP
12-1/16" MAX. O.C. TO
_ TIP
HEIGHT r
13-5/16" MAX. O.C.
5" MAX.
O.C.
_i
1" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
TABI E 1 ALLOWABLE GLASS TYPES
"
4-11/16
MAX.
83"
MAX.
BUCK
HEIGHT
4-11l16" MAX.
D
11" WEEP NOTCH
AT EACH END
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
Tp
lae Description (Listed from Exterior to Interior) Table #
Y
1 1/8" Annealed 2
2 13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed 3
3 3/16" Annealed 3
4 13/16" IG: 3/16" Annealed Cap, Airspace, 3/16" Annealed 4
5 1/8" Tempered 5
6 13/16" IG: 1/8" Tempered Cap, Airspace, 1/8" Tempered 5
7 3/16" Tempered 5
8 13/16" IG: 3/16" Tempered Cap, Airspace, 3/16" Terpered 5
USER INSTRUCTIONS:
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
DESIGN PRESSURES If GLAZING DETAILS........ 2-5
ANCHOR QUANTITIES ..................... I.................... 6-7
INSTALLATION, FLANGE...............................4...... 8
INSTALLATION, EQUAL LEG ................................. 9
INSTALLATION, INTEGRAL FIN... ... 0 ........ 0 . 0 .......... 10
EXTRUSION PROFILES ......................................... 11
ASSEMBLY & PARTS LIST .................................... 12
I�fi7_r;7
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
1)
USER INSTRUCTIONS:
GENERAL NOTES ................................................. 1
ELEVATIONS......................................................... 1
DESIGN PRESSURES If GLAZING DETAILS........ 2-5
ANCHOR QUANTITIES ..................... I.................... 6-7
INSTALLATION, FLANGE...............................4...... 8
INSTALLATION, EQUAL LEG ................................. 9
INSTALLATION, INTEGRAL FIN... ... 0 ........ 0 . 0 .......... 10
EXTRUSION PROFILES ......................................... 11
ASSEMBLY & PARTS LIST .................................... 12
I�fi7_r;7
02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100A2
•AISC 360-10
1)
DETERMINE THE
SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7.
2)
KNOWING YOUR
GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE, DETERMINE YOUR WINDOW S DESIGN PRESSURE FROM TABLES
2-5.
IT MUST EQUAL
OR EXCEED THE DESIGN PRESSURE
REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1.
4)
DETERMINE THE
ANCHOR QUANTITY FROM TABLES 6 &
7.
5)
INSTALL AS PER
SHEET
8 FOR FLANGE INSTALLATION,
SHEET 9 FOR EQUAL LEG INSTALLATION OR SHEET 10 FOR INTEGRAL FIN INSTALLATION.
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX).
W
?>)
U)
O
>
nab
of
O
O
(A
oLLI
�
O
Q
a}oQ
z
Lu
O
O
M
it
cn
Z
O
J
O
a
v>
Z
O
�_
=
W
oCD
Z
�e
WU
uMojo
000
~ Z
J
J
(D¢
SMa
O OfZ
O
O
a
C)
O
Z
L)
Z
Q
CV
0
>
Z
W
LL
J
O
=
W
®Lu°6
(D
w
=
Z
�
aayS
O
O
Q
O
Z
Df
O
w
W
U
2
JZ
W
W
Q
C�
a�}il
'asaQ
sauaS
���•\` ANY LYNN�'I�'�•,�.
��•��` ' V\CENSF '
No. 58705
�Q STATE OF ((��
j ZORIOP
!®NAL.,E
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2:
1 /8" ANNEALED
GLASS
30
26
1/2" NOM.
EXTERIOR GLASS BITE
a
74
34
GLASS TYPE 1
*MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 37.536
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 36.536
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT- 37.951
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 36.951
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
rLL
t
rff
t
Bottom Sash
Description
for Gieen Range
Sash Height
Range (in)
Design
Pressure (Ibslft2) for Glass
Type 1
Tip to Tip Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
24"
12.464
+g0.0
-130.0
+80.0
-130.0
+g0.0
-130.0
+g0.0
-130.0
+80.0
-127.1
+80.0
-113.8
+80.0
-103.1
+g0.0
-93.9
Equal -life
Equal -life
15.964
+g0.0
-130.0
+g0.0
-130.0
+g0.0
-104.0
+g0.0
-95.5
+g0.0
-89.1
+80.0
-84.2
+g0.0
-81.4
+74.8
-74.8
31"
Standard Pro�iew
12.994
- 15.963
+g0.0
-130.0
+g0.0
-127.0
+g0.0
-86.9
+76.0
-76.0
+66.7
-66.7
+60.7
-60.7
+57.2
-57.2
+53.5
-53.5
Shortest
12.464
- 12.993
+g0.0
-130.0
+80.0
-124.0
+80.0
-84.0
+73.8
-73.8
+63.2
-63.2
+57.2
-57.2
+52.4
-52.4
+49.1
-49.1
Equal -life
19.652
+g0.0
-130.0
+g0.0
-124.0
+80.0
-84.0
+73.8
-73.8
+63.2
-63.2
+57.2
-57.2
+52.4
-52.4
+49.1
-49.1
Standard Pro�iew
15.944
- 19.651
+B0.0
-130.0
+g0.0
-110.0
+g0.0
-80.6
+70.3
-70.3
+60.2
-60.2
+52.2
-52.2
+46.8
�16.8
+41.0
-41.0
38-3/8"
Custom Size
15.131
- 15.943
+g0.0
-130.0
+g0.0
-102.0
+78.2
-78.2
+68.7
-68.7
+59.3
-59.3
+51.7
-51.7
+46.2
-46.2
+40.0
-40.0
Custom Size
14.131
- 15.130
+g0.0
-124.0
+g0.0
-98.5
+77.1
-77.1
+67.4
-67.4
+58.9
-58.9
+51.5
-51.5
+46.1
-46.1
+39.9
-39.9
Shortest
12.464
- 14.130
+g0.0
-118.0
+80.0
-95.2
+75.4
-75.4
+66.1
-66.1
+58.5
-58.5
+51.3
-51.3
+46.1
-46.1
+40.0
�0.0
Equal -life
22.964
+80.0
-130.0
+g0.0
-110.0
+g0.0
-80.6
+70.3
-70.3
+60.2
-60.2
+52.2
-52.2
+46.8
�36.8
+41.0
-41.0
Custom Size
20.131
- 22.963
+80.0
-124.0
+g0.0
-98.5
+77.1
-77.1
+67.4
-67.4
+58.9
-58.9
+51.5
-51.5
+46.1
�16.1
+39.9
-39.9
Standard Proview
18.594
- 20.130
+g0.0
-118.0
+g0.0
-95.2
+75.4
-75.4
+66.1
-66.1
+58.5
-58.5
+51.3
-51.3
+46.1
-46.1
+40.0
-40.0
45"
Custom Size
16.131
- 18.593
+g0.0
-102.0
+80.0
-85.0
+69.9
-G9.9
+62.1
-62.1
+55.7
-55.7
+50.4
-50.4
+45.3
-45.3
+40.0
-40.0
Custom Size
15.131
- 16.130
+g0.0
-98.0
+g0.0
-81.9
+68.1
-68.1
+60.6
-60.6
+54.6
-54.6
+qg.7
-4g.7
+44.g
�34.8
+39.9
-39.9
Custom Size
14.131
- 15.130
+g0.0
-95.5
+7g.4
-79.4
+66.4
-66.4
+59.2
-59.2
+53.6
-53.6
+48.7
-48.7
+44.3
-44.3
+39.7
-39.7
Shortest
12.464
- 14.130
+g0.0
-89.4
+74.6
-74.6
+62.1
-62.1
+56.3
-56.3
+51.1
-51.1
+46.7
-46.7
+42.7
-42.7
+38.6
-38.6
Equal -life
24.964
+g0.0
-130.0
+80.0
-102.0
+7g.2
-78.2
+68.7
-68.7
+59.3
-59.3
+51.7
-51.7
+46.2
-46.2
+40.0
-40.0
L
Custom Size
22.131
- 24.963
+g0.0
-112.0
+g0.0
-92.0
+73.5
-73.5
+64.8
-64.8
+57.9
-57.9
+51.0
-51.0
+46.0
�16.0
+40.0
-40.0
61
Standard Pro�iew
20.194
- 22.130
+g0.0
-102.0
+80.0
-85.0
+69.9
-69.9
+62.1
-G2.1
+55.7
-55.7
+50.4
-50.4
+45.3
-45.3
+40.0
-40.0
=
49"
Custom Size
18.131
- 20.193
+g0.0
-95.5
+79.4
-79.4
+66.4
-66.4
+59.2
-59.2
+53.6
-53.6
+48.7
-48.7
+44.3
-44.3
+39.7
-39.7
_a
F'
0
Custom Size
16.131
- 18.130
+g0.0
-89.4
+74.6
-74.6
+62.1
-62.1
+56.3
-56.3
+51.1
-51.1
+46.7
-46.7
+42.7
-42.7
+38.6
-38.6
a.
Custom Size
14.131
- 16.130
+80.0
-84.6
+69.5
-69.5
+59.2
-59.2
+53.7
-53.7
+48.8
-48.8
+44.8
-44.8
+40.9
-40.9
+37.6
-37.6
�
Sho
Z
Y
W
?
U)
O
a�
w
O
o
O
D
O
a}oa
CU
N
z
�
O
O
M
��
U)
Z
J
O
d
U)
Z
O
m
=
W
N
Z
�
Mfg
U
UM 0J0
W J
¢
~ W
J
0
Q
SMa
O�
Z
O
U
Z
-
N
O
Z
LL
O
co
=
N
®
N
W
rn
J
�
O
=
Z
aa4S
�
U)
D
O LL
J
O
Z
m
w
r
_
L)
J
d
U)
Q
0
a�lll
�asaS
sauaS
\�11111111//!/
�YN�
�'� \,\CENSF
No. 58705
%�®� ° iStiFt ���
�4OR10P.•'
i
eel
/// S®ONAL E� t�
////IIII110
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 3:
13/16" NOM.
GLASS STACK
AIRSPACE
1/8" ANNEALED GLASS
31 74
5�OR 5B 1/2" NOM.
EXTERIOR GLASS BITE
a
111111111 70-73
35 OR 35B
GLASS TYPE 2
3/16" ANNEALED
GLASS
30
26
1/2" NOM.
GLASS BITE
EXTERIOR
je
34
GLASS TYPE 3
* MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49,391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
rLO
t
Bottom Sash
Description
for Given Range
Sash Height
Range (in)
Design Pressure (Ibs/ftZ)
for Glass
Types 2 &
3
Tip to Tip Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
24"
Equal-lite
12.464
+g0.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-124.8Equal-lite
15.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-121.6
+80.0
-99.5
31Standard
Proview
12.994
-
15.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-120.1
+80.0
-109.3
+80.0
Z-130.O+80.0
-93.0Shortest
12.464
-
12.993
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-113.8
+80.0
-103.0
+80.0
-88.4
Equal-lite
19.652
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-113.8
+80.0
-102.8
+80.0
-83.3
Standard Proview
15.944
-
19.651
+g0.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-125.0
+80.0
-108.4
+80.0
-94.0
+80.0
-84.2
+73.8
-73.8
38-3l8"
Custom Size
15.131
-
15.943
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-114.0
+80.0
-101.0
+80.0
-90.6
+80.0
-81.6
+72.0
-72.0
Custom Size
14.131
-
15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-129.0
+80.0
-110.0
+80.0
-97.7
+80.0
-87.1
+78.8
-78.8
+71.8
-71.8
Shortest
12.464
-
14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-124.0
+80.0
-107.0
+80.0
-94.8
+80.0
-84.0
+76.8
-76.8
+68.9
-68.9
Equal-lite
22.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-121.1
+g0.0
-104.4
+80.0
-91.7
+80.0
-81.8
+73.6
-73.6
Custom Size
20.131
-
22.963
+80.0
-130.0
+80.0
-130.0
+80.0
-129.0
+80.0
-110.0
+80.0
-97.7
+80.0
-87.1
+78.3
-78.3
+70.3
-70.3
Standard Proview
18.594
-
20.130
+80.0
-130.0
+80.0
-130.0
+80.0
-124.0
+80.0
-107.0
+80.0
-94.8
+80.0
-84.0
+76.8
-76.8
+68.9
-68.9
45"
Custom Size
16.131
-
18.593
+80.0
-130.0
+80.0
-130.0
+80.0
-112.0
+80.0
-99.1
+80.0
-87.5
+79.2
-79.2
+72.0
-72.0
+62.5
-62.5
Custom Size
15.131
-
16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-109.0
+80.0
-96.7
+80.0
-85.4
+78.0
-78.0
+70.8
-70.8
+61.5
-61.5
Custom Size
14.131 -
15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-105.0
+80.0
-94.5
+80.0
-83.5
+76.8
-76.8
+69.7
-69.7
+60.6
-60.6
Sho
W
?
>)
cn
�o
O
0
O
nab{
o
O
(A
LU
>
O
a}oQ
U'
N
z
O
M
L
cn
O
�
Z
Z
J
O
a
cq
O
Z
W
�
�
2
uj
Z_
ti
e
U�
Q
UMOlQ
ON
W J
I' W �_ Q
J
Q
SM0
� >
Z
O
U
Z
-
N
Z
LL
O
cD
=
CM
®
rn
J
=
Z
aayS
H
U)
Q
O
D
J
O
Z
m
0
H
~
ui
�
_
U
J
d
in
Q
aµil
saQ
sauaS
\�11111111/0�
®Nl° LYN'
\,10ENSt�
�\ lk
�o
_ No. 58705
1 L2'
%��� ' STATE OF*0 4OR101"Il's
tS
LIN
t
P.E.# 58705
TABLE 4:
13/16" NOM.
GLASS STACK
AIRSPACE 3/16" ANNEALED
GLASS
74
31
5�OR 5B 1/2" NOM.
GLASS BITE
EXTERIOR
a
70-73
35 OR 35B
GLASS TYPE 4
* MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
LL
>rZ
rLO
t
Bottom Sash
Description
for Given Range
Sash Height
Range (in)
Design
Pressure (Ibs/ft2) for Glass
Type 4
Tip to Tip Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
24"
E ual-lite
1
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Equal-lite
q
12.964
54
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
31"
Standard Proview
12.994
-
15.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Shortest
12.464
-
12.993
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Equal-lite
19.652
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Standard Proview
15.944
-
19.651
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-122.0
+80.0
-112.0
38-3/8"
Custom Size
15.131
-
15.943
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Custom Size
14.131
-
15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-129.6
Shortest
12.464
-
14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-124.0
Equal-lite
22.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-117.7
Custom Size
20.131
-
22.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-125.3
+80.0
-112.5
Standard Proview
18.594
-
20.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-129.1
+80.0
-116.0
45"
Custom Size
16.131
-
18.593
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-126.0
+80.0
-112.5
Custom Size
15.131
-
16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-127.4
+80.0
-110.7
Custom Size
14.131
-
15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-125.5
+80.0
-109.1
Sho
U
W
?
�
U)
w
C)
O
nab
O
o
O
\t�tlllllflf!!!
_ No. 58705
%�®� ' SAT IF
�4 �
4 4ORION
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 5
Bottom Sash
Description
for Gi\,en Range
Sash Height
Range (in)
Design
Pressure (Ibs/ft) for
Glass
Types
5-8
Tip to Tip Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
24"
Equal-lite
12.464
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+8&0
-130.0
Equal-lite
15.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
31"
Standard Provew
12.994
- 15.963
+80.0
130.0
+80.0
130.0
+80.0
130.0
+80.0
130.0
+80.0
-130.0
+80.0
130.0
+80.0
-130.0
+80.0
-130.0
Shortest
12.464
- 12.993
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Equal-lite
19.652
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Standard Proview
15.944
- 19.651
+80.0
1 -130.0
1 +80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-122.0
+80.0
-112.0
38-3/8"
Custom Size
15.131
- 15.943
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Custom Size
14.131
- 15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
Shortest
12.464
- 14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
1 -130.0
Equal-lite
22.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-117.7
Custom Size
20.131
- 22.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-125.3
+80.0
-112.5
Standard Promew
18.594
- 20.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-129.1
+80.0
-116.0
45"
Custom Size
16.131
- 18.593
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-126.0
+80.0
-113.7
Custom Size
15.131
- 16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-118.6
Custom Size
14.131
- 15.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
.119.5
Shortest
12.464
- 14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-119.7
Equal-lite
24.964
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-123.3
+80.0
-110.6
Custom Size
22.131
- 24.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-118.7
+80.0
-106.3
Standard Proview
20.194
- 22.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-121.3
+80.0
-108.6
49"
Custom Size
18.131
- 20.193
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-120.8
+80.0
-108.1
Custom Size
16.131
- 18.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-123.5
+80.0
-110.3
Custom Size
14.131
- 16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
1 -130.0
+80.0
1 -130.0
+80.0
-130.0
+80.0
-125.8
+80.0
-112.1
=
Shortest
12.464
- 14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-129.2
+80.0
-114.9
Equal-lite
25.777
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-120.6
+80.0
-108.1
Q
Custom Size
24.131
- 25.776
+80.0
1 -130.0
1
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-118.1
+80.0
-105.7
~
0
Standard Pro\Aew
20.844
- 24.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-116.7
+80.0
-104.3
n
Custom Size
20.131
- 20.843
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-120.1
+80.0
-107.4
iz
50-5/8"
Custom Size
18.131
- 20.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-119.8
+80.0
-107.0
Custom Size
16.131
- 18.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-121.7
+80.0
-108.5
Custom Size
14.131
- 16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-124.2
+80.0
-110.5
Shortest
12.464
- 14.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-127.8
+80.0
-113.4
Equal-lite
31.964
+80.0
-130.0
+80.0
130.0
+80.0
-130.0
+80.0
-130.0
+80.0
130.0
+80.0
-120.6
+80.0
-105.7
+76.2
-93.8
Custom Size
28.131
- 31.963
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-117.5
+80.0
-102.6
+73.7
-90.8
Standard Pro�Aew
25.794
- 28.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-119.8
+80.0
-104.6
+75.2
-92.6
Custom Size
24.131
- 25.793
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-121.8
+80.0
-106.3
+76.4
-94.0
63"
Custom Size
2Z
131
- 24.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-123.3
+80.0
-107.4
+77.0
-94.8
Custom Size
20.131
- 22.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
1 -126.0
+80.0
-109.4
+78.3
-96.3
Custom Size
18.131
- 20.130
+80.0
130.0
+80.0
130.0
+80.0
-130.0
+80.0
-130.0
+80.0
1
-130.0
+80.0
-129.4
+80.0
-112.0
+79.9
-98.3
Custom Size
16.131
- 18.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-115.1
+80.0
-100.7
Shortest
13.194*
- 16.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-129.2
+80.0
-118.8
+80.0
-103.5
Equal-lite
38.464
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-112.5
+78.9
-97.1
+69.1
-85.1
Custom Size
36.131
- 38.463
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-111.7
+78.1
-96.1
+68.2
-84.0
Custom Size
34.131
- 36.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
1
+80.0
-130.0
+80.0
-112.1
+78.4
-96.5
+68.5d-84-476"Standard
Pro\Aew
30.994
- 34.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-113.0
+78.7
-96.9
+68.7Custom
Size
30.131
- 30.993
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-115.2
+80.0
-99.0
+70.2Custom
Size
28.131
- 30.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-115.9
+80.0
-99.5
+70.4Shortest
26.194*
- 28.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-117.9
+80.0
-101.3
+71.5
Equal-lite
42.464
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
1
+80.0
1 -130.0
+80.0
-130.0
+80.0
-110.4
+76.5
-94.2
+66.5
-81.8
84"
Custom Size
38.131
- 42.463
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
110.1
+75.8
-93.3
+65.5
-80.6
Standard Provew
34.194*
- 38.130
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-130.0
+80.0
-111.1
+76.8
-94.5
+66.3
-81.6
*MINIMUM
SASH
HEIGHT
FOR
FLANGED
WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL
FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM
SASH
HEIGHT
FOR
FLANGED,
RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL
FIN AND EQUAL LEG, RADIUS TOP WINDOWS
IS: BUCK HEIGHT - 48.806
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
1/8" TEMPERED
GLASS
30
26
1/2" NOM.
GLASS BITE
EXTERIOR
AIRSPACE
31
EXTERIOR
a
74
GLASS TYPE 5
I� 13/16" NOM.
GLASS STACK
1/8" TEMPERED GLASS
74
GLASS BITE
35 OR 356 �
GLASS TYPE 6
3/16" TEMPERED
GLASS
30
26
1/2" NOM.
GLASS BITE
EXTERIOR
a
tv
GLASS TYPE 7
y
AIRSPACE
31
25 0R 5B
EXTERIOR
a
74
GLASS STACK
'TEMPERED
GLASS
m
1/2" NOM.
GLASS BITE
GLASS TYPE 8
LYNAI
W
z
(>Y
O
>
nab
Lu
p
N
O
U
O
5100
o
Q
O
M
U
L
O
Z
Z
O
J
O
a.
O
2
NOf
Z
ti
g
U
()
O
OO
J
UMOJQ
ON
~ Z (¢
J
DMO
of
0
z
U
-
N
O
Z
LL
O
�_
L0
®
�
J
�
C)
=
Z
laaUS
H
�
O
J
O
Z
m
F-
w
U
d
U)
Q
0
ai}il
asaa
sauaS
_ No.58705
SATE OF
a
A. LYNN MILLER, P.E.
P.E.# 58705
TARI P F
Anchor Quantities Required for
"Through -Frame" Installation
u ing Glass Ty es 1-3
Tip to Tp
Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
Jamb
T�c
=
Jamb
a
a)
Jamb
a
=
Jamb
a)
m>
Jamb
Q
Q)
=
Jamb
a
o
Jamb
a�Bottom
o
=
Jamb
oDescription
=
Sash
for Gi\en Range
Sash Heightaa)
(in)
2
o
o
Q
2
3
o=
m
2:
a,
o
Q
3
m
O
g
0
Q
g
3
o=
5a
m
o
¢
3
m
>
o
¢
Q
3
o=
m
Of
o
Q
Of
3
m
Q
3Range
m
2
2
1
2
1 2
1 1
2
1 2
1
2
2
1
2
2
24"
Equal-lite
12.464
1
2
1
1
2
1
1
2
1
1
Equal-lite
15.964
1
2
1
1
2
1
1
2
1
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
31"
Standard Pro\iew
12.994 - 15.963
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
Shortest
12.464 - 12.993
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Equal-lite
19.652
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Standard Pro\iew
15.944 - 19.651
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
38-3/8"
Custom Size
15.131 - 15.943
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
14.131 - 15.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shortest
12.464 - 14.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Equal-lite
22.964
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
20.131 - 22.963
2
2
1
2
2
1
2
2
2
2
2
2
2
2
1 211
2
2
2
2
2
2
2
2
2
Standard Pro\iew
18.594 - 20.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
45"
Custom Size
16.131 - 18.593
2
2
1
2
1 2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
15.131 - 16.130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
14.131 - 15.130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Equal-lite
24.964
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
22.131 - 24.963
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Standard Promew
20.194 - 22.130
2 1211
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
49"
Custom Size
18.131 - 20.193
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
14.131 - 16.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Equal-lite
25.777
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
=
Custom Size
24.131 - 25.776
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_n
~
Standard Promew
20.844 - 24.130
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
a
Custom Size
20.131 - 20.843
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
50-5/8"
Custom Size
18.131 - 20.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
14.131 - 16.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Equal-lite
31.964
2
3
1
2
3
1
2
3
1
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
Custom Size
28.131 - 31.963
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Standard Promew
25.794 - 28.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
24.131 - 25.793
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
63"
Custom Size
22.131 - 24.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
20.131 - 22.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
18.131 - 20.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
Shortest
13.194* - 16.130
4
2
1
4
2
1
4
2
1
4
2
2
4
2
2
4
2
2
4
2
2
4
2
2
Equal-lite
38.464
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
36.131 - 38.463
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
34.131 - 36.130
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
76"
Standard Proview
30.994 - 34.130
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
30.131 - 30.993
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Custom Size
28.131 - 30.130
3
3
1
3
3
1
3
3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Shortest
26.194* - 28.130
4
2
1
4
2
1
4
2
1
4
2
2
4
2
2
4
2
2
4
2
2
4
2
2
Equal-lite
42.464
3
4
1
3
4
1
3
4
1
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
84"
Custom Size
38.131 - 42.463
3
4
1
3
4
1
3
4
1
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
Standard PrmAew
34.194* - 38.130
4
3
1
4
3
1
4
3
1
4
3
2
4
3
2
4
3
2
4
3
2
4
3
2
TABLE 6b:
Glass
Type
Description (Listed from Exterior to Interior)
1**
1/8" Annealed
2
13/16" IG: 1/8" Annealed Cap, Airspace, 1/8" Annealed
3
3/16" Annealed
** TIP TO TIP SIZE FOR WINDOW USING GLASS TYPE 1 IS
LIMITED TO 53-1/8" X 76".
*GLASS TYPE 1:
HEIGHT
FOR
FLANGED
WINDOWS IS: TIP TO TIP HEIGHT - 37.536
MINIMUM
SASH
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL
FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 36.536
MINIMUM
SASH
HEIGHT
FOR
FLANGED,
RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 37.951
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL
FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 36,951
*GLASS TYPE 2 & 3:
MINIMUM
SASH
HEIGHT
FOR
FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM
SASH
HEIGHT
FOR
FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS
IS: BUCK HEIGHT - 48.806
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE
RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF
+65 F. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
O
LU
?
U)
U)
w
O
O
naC�j
Of
O
(n
�¢'
N
z
Lu
O
M
�
�
U)Z
J
O
a.
rn
Z
O
LL
�_W
co
I
Lu
�
Z
�e
U
U
O
0
J
UMOJQ
ON
z = Q
J
0
Q
DNIQ
Z
O
Z
mLL
5
<
0
rn
i
O
®
rn
J
H
04
(D
H
aa4S
Z
ZQ
=
~
U)
:D
�
Cy
Q
O
00
Z_
(0
w
�
U
U
2
J
Z
U)
Q
Q
aI}�l
��sa�
sauaS
LICENSE
No.58705 =_
tSA E U F
cIAO®RIDP%*
vo
/011 i 11111
A. LYNN MILLER, P.E.
P.E.# 58705
TARI F 7
Anchor Quantities Required for
"Through -Frame" Installation
u ing Glass Ty s 4-8
Tip to Tip
Width
18"
25"
33"
37"
41"
45"
49"
53-1/8"
Jamb
a 3
0 0=
0
Q m
a�
o
aa)
Jamb
ai
o
Q)
=
Jamb
a`)
-0
0
Jamb
a`)
-o
Q)
Jamb
m
-o
a�i
Jamb
a`)
a
aa)
Jamb
�
-o
Q)
Jamb
`m
a
0
Bottom Sash
Description
for Gi\en Range
Sash Height
Range (in)
a�
o
a
¢
3
o
5
m
a
0
a
¢
g
3
0=
ro
m
a
0=
a
Q
3
a)
m
�
a)
o
a
a
g
3
o=
a)
m
a�
0
a
Q
g
0=
m
m
a
0
a
Q
g
3
0=
a)
Eo
a)
0
a
a
o
2i
3
0=
a)
m
24"
Equal-lite
12.464
1
2
1
1
2
1
1
2
1
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
Equal-lite
15.964
1
2
1
1
2
1
1
2
1
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
31"
Standard ProNew
12.994 - 15.963
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
Shortest
12.464 - 12.993
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Equal-lite
19.652
2
2
1
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
Standard Pro�ew
15.944 - 19.651
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
38-318"
Custom Size
15.131 - 15.943
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
Custom Size
14.131 - 15.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
Shortest
12.464 - 14.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
Equal-lite
22.964
2
2
1
2
2
1
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
Custom Size
20.131 - 22.963
2
2
1
2
2
1
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
Standard Promew
18.594 - 20.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
2
3
3
45"
Custom Size
16.131 - 18.593
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
Custom Size
15,131 - 16.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
Custom Size
14.131 - 15.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Equal-lite
24.964
2
2
1
2
2
1
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
Custom Size
22.131 - 24.963
2
2
1
2
2
1
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
Standard Promew
20.194 - 22.130
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
3
2
2
3
3
2
3
3
49"
Custom Size
18.131 - 20.193
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
3
3
2
3
3
3
2
3
3
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Custom Size
14.131 - 16.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Equal-lite
25.777
2
2
1
2
2
1
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
T.
Custom Size
24.131 - 25.776
2
2
1
2
2
1
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
_n
F-
0
Standard Promew
20.844 - 24.130
2
2
1
2
2
1 1
1 2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
Q
Custom Size
20.131 - 20.843
2
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
3
2
2
3
3
2
3
3
50-5/8"
Custom Size
18.131 - 20.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
3
3
3
2
3
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Custom Size
14.131 - 16.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
3
2
3
3
2
3
3
2
3
Shortest
12.464 - 14.130
3
2
1
3
2
1
3
2
1 2
3
2
2
1 3
2
2
3
2
3
3
2
3
3
2
3
Equal-lite
31.964
2
3
1
2
3
1
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
2
3
2
Custom Size
28.131 - 31.963
3
3
1
3
1 3
1
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
Standard Proview
25.794 - 28.130
3
2
1
3
2di
3
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
3
3
Custom Size
24.131 - 25.793
3
2
1
3
23
2
2
3
3
2
3
3
2
3
3
3
3
3
3
3
3
3
63"
Custom Size
22.131 - 24.130
3
2
1
3
2
1
3
2
2
3
2
2
3
3
2
3
3
3
3
3
3
3
3
3
Custom Size
20.131 - 22.130
3
2
1
3
2
1
3
2
2
3
2
2
3
2
2
4
3
3
3
3
3
3
2
3
Custom Size
18.131 - 20.130
3
2
1
3
2
1
3
2
2
3
2
2
4
2
2
4
2
3
4
2
3
3
2
3
Custom Size
16.131 - 18.130
3
2
1
3
2
1
3
2
2
4
2
2
4
2
2
4
2
3
4
2
3
4
2
3
Shortest
13.194* - 16.130
4
2
1
4
2
1
4
2
2
4
2
2
4
2
2
4
2
3
4
2
3
4
2
3
Equal-lite
38.464
3
3
1
3
3
1
3
3
2
3
4
2
3
4
2
3
4
2
3
4
2
3
3
2
Custom Size
36.131 - 38.463
3
3
1
3
3
1
3
3
2
3
4
2
3
4
2
3
4
2
3
4
2
3
3
2
Custom Size
34.131 - 36.130
3
3
1
3
3
1
3
3
2
3
3
2
3
4
2
3
4
2
3
3
2
3
3
2
76"
Standard Promew
30.994 - 34.130
3
3
1
3
3
1
3
3
2
3
3
2
4
4
2
3
3
2
3
3
2
3
3
2
Custom Size
30.131 - 30.993
3
3
1
3
3
1
3
3
2
3
3
2
4
3
2
4
3
3
2
3
3
3
Custom Size
28.131 - 30.130
3
3
1
3
3
1
3
3
2
4
3
2
4
3
2
4
3
3
3
3
3
3
Shortest
26.194* - 28.130
4
2
1
4
2
1
4
3
2
4
3
2
4
3
2
4
$42
4
3
3
4
313
Equal-lite
42.464
3
4
1
3
4
1
3
4
2
3
4
2
3
4
2
3
3
4
2
384"Custom
Size
38.131 - 42.463
3
4
1
3
4
1
3
4
2
3
4
2
4
4
2
3
3
4
2
3
Standard Promew
34.194* - 38.130
4
3
1
4
3
1
43
2
4
4
2
4
4
2
4
4
4
2
4
*MINIMUM
SASH
HEIGHT
FOR
FLANGED WINDOWS IS: TIP TO TIP
HEIGHT - 49.391
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391
MINIMUM
SASH
HEIGHT
FOR
FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806
MINIMUM
SASH
HEIGHT
FOR
INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS:
BUCK HEIGHT - 48.806
TABLE 7b:
Glass
Type
Description (Listed from Exterior
to Interior)
4
13/16" IG: 3/16" Annealed Cap, Airspace,
3/16" Annealed
5
1/8" Tempered
6
13/16" IG: 1/8" Tempered Cap, Airspace,
1/8" Tempered
7
3/16" Tempered
8
13/16" IG: 3/16" Tempered Cap, Airspace,
3/16" Tempered
1) 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.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW 51ZE IN THE TABLE ABOVE WHICH THE
RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN.
LYN
Z
a0
Y
W
?
�
U)
w
O
>
nab{
�
o
0O
O
o
Lu
�
O
Q
a}DQ
U'
N
z
N
O
O
M
�
cn
Z
O
J
O
0
a
0
Z
O
aaaa�)
co
N
Z
raft%%
�e
U
O
UM DaQ
W J
Z Q
J
J
W
..
C9
SMO
i r
H
n.
(n
Z
o
Z
W
N
(D
J
:5
Q
O
rn
®
M
LU
F-
J
aa4S
Z
ZQ
=
~
fn
:D
C3
Q
u_
O
00
z
p
lass:w
ti
v
2
JU
Z
fn
Q
Q
al�Jl
��saS
sauaS
. • ° �/f \cENsi
' . Egg ,
�• ;
'�
NO, 58705 as
O ST E F
'.
111NAL. j 0 e
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF
+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION
OPTION 1
ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET.
26
EDGE DISTANCE
30
FIXED
VISIBLE
LIGHT
HEIGHT
1
i�
TIP 4�a
TO
TIP 63
HEIGHT
EXTERIOR
a
SASH
VISIBLE
LIGHT
HEIGHT
15
L—
EMBED-
MENT EDGE
DISTANCE
1/4" MAX SHIM 1
SEE TABLE
NOTE B, FOR /
1� HEAD TYPE
32
45
13
10
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 8.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUE
SEE
USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOCKS
33
OPTIONAL HI -RISE
SILL SHOWN. SEE
1" WEEP 42 SHEET 10 FOR
NOTCH AT STANDARD SILL.
EACH END
1/4 11 MAX.
SHIM
NO ANCHORS
d
REQUIRED IN 4
°
FLANGE OR d
EQUAL -LEG a d
FRAME SILLS
VERTICAL SECTION B-B
TARI F R�
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
EMBEDMENT
f 1/4" MAX SHIM
4
s
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET.
1/4" MAX SHIM � I�
SASH VISIBLE � 17
LIGHT WIDTH
19
FIXED VISIBLE
LIGHT WIDTH
° d a
H
:
31 �OR 5B
TIP TO TIP WIDTH
TERIOR HORIZONTAL SECTION A -A
iHIM
DADS APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
OR STEEL STUD, MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 8.
INSTALLATION
OPTION 4
ANCHORED THROUGH
FRAME INTO METAL
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
P.T. Southern Pine (SG=0.55)
9/16"
1-3/8"
#12 Steel,
Aluminum, 6063-T5 min.
3/8"
0,063"
18-8 or 410
SS Screw
A36 Steel
3/8"
0,063"
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Ga)
Concrete (min. 3.35 ksi)
1"
1-3/4"
410 SS
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
CreteFlex
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
Concrete (min. 2.85 ksi)
1"
1-3/8"
1/4" Steel
Ultracon
Ungrouted CMU, (ASTM C-90)
2-1/2"
1-1/4"
P.T. Southern Pine (SG=0.55)
1"
1-3/8"
A) MIN, OF 3 THREADS BEYOND THE METAL SUBSTRATE,
B) USE ONLY FLATHEAD ANCHORS IN JAMBS, PAN/HEX/FLAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
EMBEDMENT',
a -
EDGE
DISTANCE
a
°
d
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE 8.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 10 FOR STANDARD SILL)
WIDTH
@ SASH &FIXED LITE: TIP TO TIP WIDTH - 5.12"
HEIGHT (EQUAL-LITE)
TIP TO TIP HEIGHT/2 - 3.73"
HEIGHT (PROVIEW)
@FIXED LITE: TIP TO TIP HEIGHT/2 + 3.78"
@SASH: TIP TO TIP HEIGHT/2 - 11.93"
HEIGHT (CUSTOM SASH)
@FIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55"
@SASH: SASH HEIGHT -4.60"
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE
LIGHT WIDTH
OR HEIGHT
(ALSO
REFERRED TO AS
DAYLIGHT
OPENING)
IS
MEASURED
FROM
BEADING TO BEADING.
O
W
?
U)
CD
W
p
nab
F
o
p
O
Oly
U
N
Q
O
M
z
vwi
cn
O
�Uj
Z
z
J
O
a
n
W
O
�
�_
..
N
E
Z_
I�
7s
v
O
UM OJQ
W J
~ W ¢
J
Q
9Ma
CL
z
Z
o
v
—
N
O
Z
LL
O
rn
Z
00
®
O
N
(0
I—
Z_
C)LU
aays
=
Q
x
o
z
W
O
z
U
J
J
U)
Q
u_
al}ilasaa
saua5
LICENSE . Jf4�
� '
No, 58705
b S ATE OF e
fi `a 4ORIDIA.•
'/161IVii�`
A. LYNN MILLER, P.E.
P.E.# 58705
INSTALLATION
OPTION 1
ANCHORED THROUGH
FRAME INTO 2X WOOD
FRAME OR BUCKSTRIP.
SEE NOTE 2, THIS SHEET.
EDGE DISTANCE
30
FIXED
VISIBLE
LIGHT `
HEIGHT
1
14
43
BUCK `—
HEIGHT
EMBED-
MENT
EDGE
DISTANCE
1/4" MAX SHIM
.l
SEE TABLE
3 NOTE B, FOR /
18 HEAD TYPE
K�
45
13
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 8.
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8.
USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOCKS
d
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETE/CMU.
- EMBEDMENT
1/4" MAX SHIM
19
_ FIXED VISIBLE
Imo" LIGHT WIDTH
31 5 OR 5B
� BUCK WIDTH
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND 1X
BUCKSTRIP INTO CONCRETE/CMU.
SEE NOTE 2, THIS SHEET.
1/4" MAX SHIM
SASH VISIBLE 17 °
LIGHT WIDTH
o a
44
A -A
EXTERIOR HORIZONTAL SECTION
DADE APPROVED MULLION, FBC
COMPLIANT ALUMINUM/STEEL FRAMING
OR STEEL STUD. MAY BE VERTICAL OR
HORIZONTAL. SEE SUBSTRATE
PROPERTIES, TABLE 8.
' - -- INSTALLATION
SASH
VISIBLE I W q
EQUAL OPTION 4
LIGHT LEG/BOX ANCHORED THROUGH
HEIGHT FRAME FRAME INTO METAL
SHOWNLL n I P
EXTERIOR
15 12 33
1"WEEP
NOTCH AT
EACH END
OPTIONAL HI -RISE
42 SILL SHOWN. SEE
SHEET 10 FOR
STANDARD SILL.
1/4 11 MAX.
SHIM
NO ANCHORS ° � °d °
°
° ° d
FLANGE OR d
EQUAL -LEG °
FRAME SILLS °
VERTICAL SECTION B-B
Min. Edge
A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
I�
EMBEDMENT
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 8.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 10 FOR STANDARD SILL)
WIDTH
@ SASH &FIXED LITE: BUCK WIDTH - 4.12"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3.23"
HEIGHT (PROVIEW)
@FIXED LITE: BUCK HEIGHT/2 + 4.28"
@SASH: BUCK HEIGHT/2 - 11.43"
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT - SASH HEIGHT - 2.55"
@SASH: SASH HEIGHT - 4.60"
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3) VISIBLE
LIGHT WIDTH
OR HEIGHT
(ALSO
REFERRED TO AS
DAYLIGHT
OPENING) IS
MEASURED
FROM
BEADING TO BEADING.
Y
W
z
?
r
(n
>
w
r
>
�!
a�
cc
O
o
O
r
rp
o
LU
O
r
Q
a}oQ
U
N
zN
o
O
O
M
it
07
z
O
a._
..
_
LLI
r
N
CD
ZIr
g
U
@
UMOJQ
ON
W J
¢
~ W
J
c=7
Q
5M 0
i r
F�
Z
o
Z
N
r
z0
LL
D
O
M
_
H
®
J
U
rn
(D
U)
Z
I
aa4S
X
O
J
CO
z
Q
ti
w
U
d
J
U)
Q
w
a�}il
asaQ
sauaS
_ No.58705
SAT CF
(lffafIiIIII�e\`
A. LYNN MILLER, P.E.
P.E.# 58705
BUCK
HEIGHT
EDGE
DISTANCE
�- EMBEDMENT 1
EDGE
� DISTANCE
26 L1/4fyMAX. EMBEDMENT
-(2 1 SHIM
f30 18 TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
FIXED DISTANCE PER SUBSTRATE,
VISIBLE SEE TABLE 9.
LIGHT
HEIGHT
32
14
43
63
SASH
VISIBLE
LIGHT
HEIGHT
16
EXTERIOR
a
1" WEEP
NOTCH AT -
EACH END
C•S
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE;
SEE TABLE 9.
(SCREW SHOWN)
45
13
EMBEDMENT
USE EITHER 1
SWEEP LATCH @
MIDSPAN OR 2
BOTTOM LOCKS
� STANDARD SILL
SHOWN. SEE
33 SHEET 9 FOR
$ OPTIONAL HI -RISE
SILL.
1!4" MAX
SHIM
EDGE DISTANCE
VERTICAL SECTION D-D
TABLE 9�
1/4" MAX SHIM
19
FIXED VISIBLE
LIGHT WIDTH
BUCK WIDTH
SASH VISIBLE
LIGHT WIDTH
HORIZONTAL SECTION C-C
DADE APPROVED MULLION, FBC
"OMPLIANT ALUMINUM/STEEL FRAMING
R STEEL STUD. MAY BE VERTICAL OR
ORIZONTAL. SEE SUBSTRATE
ROPERTIES, TABLE 9.
#10 OR #12 STEEL
SELF -DRILLING
SMS (G5), SEE TABLE 9.
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL FIN INTO METAL
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2-1/2"
x .113" Box Nail
P.T.
Southern Pine (SG=0.55)
5/16"
2.438
2-1/2" x
.131" Common Nail
P.T.
Southern Pine (SG=0.55)
3/8"
2.438
2-1/2" x
.145" Roofing Nail
P.T.
Southern Pine (SG=0.55)
3/8"
2.438
2-1/2" x
.145" Roofing Nail
P.T.
Southern Pine (SG=0.55)
3/8"
2.438
#10 Steel Screw or
#8-r
12 Steel1,, 118-8 oor 410 SS
Screw
P.T.
Southern Pine (SG=0.55)
1/2"
1.375
0.125" Aluminum, 6063-T5 min.
5/16"
0.090
0.050" A36 Steel
5/16"
0.050
0.045" (18 Ga) Steel Stud, Gr. 33 min.
5/16"
0.0450
A) IN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
1/4" MAX SHIM
17
EDGE
DISTANCE
EMBEDMENT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE
TABLE 9. (NAIL SHOWN)
VISIBLE LIGHT FORMULAS:
(SHOWN FOR STANDARD SILL; SEE
SHEET 8 OR 9 FOR HI -RISE SILL)
WIDTH
@ SASH &FIXED LITE: BUCK WIDTH - 4.12"
HEIGHT (EQUAL-LITE)
BUCK HEIGHT/2 - 3.23"
HEIGHT (PROVIEW)
@FIXED LITE: BUCK HEIGHT/2 + 4.28"
@SASH: BUCK HEIGHT/2 - 11.43"
HEIGHT (CUSTOM SASH)
@FIXED LITE: BUCK HEIGHT -SASH HEIGHT - 2.55"
@SASH: SASH HEIGHT - 4.60"
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 8. FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED
ON ANY SIDE OF THE WINDOW.
2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING.
I
Y
w
Z
z
U)
o
a�
w
W
p
0
�
o
o
o
0
_
a00
U'
N
Q
O
M
z
L
LU
cn
O
z
J
LL
O
CLcn
_
W
o
z
Cop
°'
^
Cop
=
W
N
CD
Z
r
�e
U
U
O
J
UMDJ(7
ON
z = JQ
J
0
Q
9M0
c
O
a
U)
Z
00
Z
N_
zO
LL
O
=
U
o
O
W
N
J
U)
�*
O
X
=
z
z
aays
U)
Q
LL
J
Q
L
O
Q
0
Z
of
OfLu
W
U
J
U)
Q
Z
a�;il
asa0
saiJas
��Ct✓ F � f ,'i
_ No. 58705
°
'. STATE OF (�
O a
A. LYNN MILLER, P.E.
P.E.# 58705
2.560" 3.185" - 2.060" -
2.848"
2.848"
�-�- .062" 1.125"
.062"
2.848" 062" 062" 2.724"
r 2.112" 2.724" 2.724"
1.489" III���� 987" ` y
.062" � .062" .062" 1.125" + ��
1 v Yr zct C tot
INTEGRAL FIN FRAME p
O FLANGE FRAME HEAD O HEAD O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB INTEGRAL FIN FRAME O5 JAMB O EQUAL LEG FRAME JAMB
0
2,7982.798" �I 2.798" �I
oc) Y
3.008" j T
2.841" 3.466" w O na
2.341 " 3.508" 4.133" 0 � o � O
062" 062' O
062" 062" - 062" .062" �- uj
O N o w a}op 0
Q
O M w cn Oz
O LL m �� W
_ N 9 Z r�
1.125" 1.125" U C) O OO w uMo p
FLANGE FRAME SILL EQUAL LEG FRAME W O J 'ON
7O FLANGE FRAME SILL + O EQUAL LEG FRAME SILL 10 HI -RISE + iz SILL HI -RISE W d ¢ Q sMp
OINTEGRAL FIN O� % r
a FRAME SILL �� INTEGRAL FIN FRAME O Z O ao z N
2.273" -�� O SILL - HI -RISE -
C� LL
2.273" �I D O
1.300" 120 SILICONE HOT -MELT BUTYL ® N W
Nxir- STRUCTURAL a, J
1/4" NOM. STRUCTURAL 3/16" NOM.
POLYISOBUTYLENE � (�
.170" 27.772" WITH SILICONE = Z ways
2.150" 2.211" 2.105" DESICCANT DESICCAFOAM NTH T Q z
Z
062" .062" EXT. GLASS O Z O 00
EXT. GLASS w (If
(f INT. GLASS INT. GLASS
1,300" v J X
.062" 1.300" Q W
70 KODISPACE 4SG TIPS 71 SUPER SPACER® NXT TM aril asap Sol-Jos
is SASH TOP RAIL FIXED MEETING RAIL 15 SASH BOTTOM RAIL - is SASH BOTTOM RAIL
HI -RISE
®�v LYNA/�
ALU111N POLYISOBUTYLENE DESICCANT FILL �� °��
1.446" 465" REINFORCESEAL 5/16" NOM.
.6 4" .773" �+ �j FSILICONE SEAL
1.522" 040' t ROLL -FORMED _ No• 58705
062" r627' BUTYLSTAINLESS STEEL.235' 040" 802".802" DESICCA.813" 802" FOL F A1.370EXT.GLASSEXT.GLASS ®'. STA E Ftg
070" 070" 045NT. GLASS %�� �eGRIDP.•\�e
�7 SASH SIDE RAIL �$ HEADCOVEANCHOR �s SASH STOP COVER 25A IG BEAD z5a IG SNAP BEAD zs 1/8" & 3l16" BEAD TM INT. GLASS s//''JONAL,��\��
72 DURASEAL SPACER 73 XL EDGE SPACER
A. LYNN MILLER, P.E.
P.E.# 58705
rcr14:61i
Item
PGT Part #
Description
Material
1
642001
Head, Flange
Alum. 6063-T6
2
642017
Head, Integral Fin
Alum. 6063-T6
3
624028
Head, Equal -leg
Alum. 6063-T6
4
624004
Jamb, Flange
Alum. 6063-T6
4A
Jamb, Flange (Used For Alternate Radius Top Head)
Alum. 6063-T52
5
624020
Jamb, Integral Fin
Alum. 6063-T6
5A
Jamb, Integral Fin (Used For Alternate Radius Top Head)
Alum. 6063-T52
6
624031
Jamb, Equal -leg
Alum. 6063-T6
6A
Jamb, Equakleg (Used For Alternate Radius Top Head)
Alum. 6063-T52
7
624002
Sill, Flange
Alum, 6063-T6
8
624018
Sill, Integral Fin
Alum, 6063-T6
9
624029
Sill, Equal -leg
Alum. 6063-T6
10
624003
Sill, Hi -Rise, Flange
Alum. 6063-T6
11
624019
Sill, Hi -Rise, Integral Fin
Alum. 6063-T6
12
624030
Sill, Hi -Rise, Equakleg
Alum, 6063-T6
13
624006
Sash Top Rail
Alum, 6005A-T61
14
624005
Fixed Meeting Rail
Alum. 6005A-T61
15
624012
Sash Bottom Rail - Hi -Rise
Alum. 6063-T6
16
624068
Sash Bottom Rail
Alum. 6063-T6
17
624007
Sash Side Rail
Alum, 6063-T6
18
624051
Head Anchor Cover
Alum. 6063-T6
19
624015
Sash Stop
Alum. 6063-T6
25A
624009
IG Bead
Alum. 6063-T5
25B
624011
IG Snap Bead
Alum. 6063-T5
26
624013
1/8" & 3/16" Bead
Alum. 6063-T6
30
6TP247
Glazing Bead, Bulb Vinyl for #624023
Vinyl
31
6TP248
Glazing Bead, Bulb Vinyl for #624009 & #624011
Vinyl
32
724046
Sweep Latch (@ Top Rail)
Cast Zinc
33
624049
Bottom Latch (@ Sill)
Alum. 6063-T6
34
Setting Block (1/8" X 1/2" X 4")
Neoprene
35A
IG Setting Block (1/8" X3/4" X4")
Neoprene
35B
724014
IG Snap Setting Block
Vinyl
36
724044
Bottom Rail Weatherstrip Extension
37
724053
Sill Gasket
Polyethylene
38
724054
Sash Top Rail Gasket
Polyethylene
39
724055
Sash Bottom Rail Gasket
Polyethylene
40
724057
Head Gasket
Polyethylene
41
724063
Meeting Rail Gasket
Polyethylene
42
61226D
Sash Bottom Rail Bulb Vinyl
Polyethylene
43
Weatherstrip, .270" X .187, Fin Seal (@ MR)
44
67S16G
Weatherstrip, .170" X.270", Fin Seal (@ Sash Side Rail)
45
Weatherstrip, .170" X .187", Fin Seal (@ Top Sash Rail)
46
varies
Balance with Cover & Trim
Rigid Vinyl
51
781 PSQX
#8 X 1" PH SMS (Assembly)
Stainless Steel
55
7834AA
#8 X 3/4" Ph. PN SMS (Balance)
Stainless Steel
63
-
Alum. Screen with Fiberglass Mesh
Varies
70
-
Kommerling Kodispace 4SG TPS
See Sheet
71
-
Quanex Super Spacer nXT
11 for
72
-
Quanex Duraseal Spacer
Materials
73
-
Cardinal XL Edge Spacer
74
-
Dow 791, 899 or GE 7700 Backbedding
Silicone
J
J
NOTES:
1) ALL CORNERS TO USE GASKET AND/OR SEALANT.
2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
SASH
SIDE
RAI L
ASSEMBLY DETAILS FOR
(OTHER FRAME TYPES SIMILAR).
SASH BOTTOM RAIL
INTERIOR
TABLE 10: MATERIAL PROPERTIES USED
FOR ANCHORAGE CALCULATIONS:
Material
Min,
Fy
Min. F„
Steel Screw
92
ksi
120
ksi
18-8 Screw
60
ksi
95
ksi
410 Screw
90
ksi
110
ksi
Elco UltraCon®
155
ksi
177
ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7
ksi
6063-T5 Aluminum
16
ksi
22
ksi
A36 Steel
36
ksi
58
ksi
Gr. 33 Steel Stud
33
ksi
45
ksi
w
z
U)
0
aa
LUp
w
d-
O
o
cn
o
>
O
Q
a}oo
U`
N
O
M
z
w
U)
O
CD
�
z
O
u_
o
ILu)
w
o
Z
cop
2_
^
=
w
N
Z
�e
U
U
O
OO
J
UMDlQ
'ON
z = Q
J
w
c7
Q
5mo
F�
O
a
U)
Z
Ov
Z
N
Z
J
LL
<
N
®
w
a
J
0
(D
Z
aays
U)
Z
L
z
O
¢
0
(�
o
Z_
o
0
2
O
07
Q
m
a�}}I
��sa�
saua5
No.58705 ?� /
a
��,� '• • ATE F�
J
,/ONAL�a��``��
A. LYNN MILLER, P.E.
P.E.# 58705