HomeMy WebLinkAboutPW7620NOADADE COUNTY
i 0 PRODUCT CONTROLSECTION
)EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
tOARD AND CODE ADMINISTRATIONDIVISION T (786)91 :• •'
VOTICE OF ' www.miamidade.2ov/econom
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 "PW7620A" Aluminum Fixed Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-7620A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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: 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 revises and renews NOA# 17-0614.10 and consists of this page 1 and evidence pages E-1, E-25
E-3 and E4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
/ 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. 084112.09)
2. Drawing No. MD-620.1, titled "Fixed
Window Installation Guidelines", sheets 1
through 10 of 10, dated 0 ate4/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 164629.13)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL4212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 114114.17)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 034105.02)
�' Manuel Pe z P.E.
Product Control finer
NOA No. 18-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-1
PG Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
L Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 6th Edition (2017), dated 09/14/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
L Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
1580F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance to FBC :5 Edition (2014) and FBC 6th Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 164372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, RE
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted under NOA No. 16-0629.13)
5. Laboratory compliance letter for Test Report No. FTL4212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 114114.17)
6. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 034105.02)
Manuel P e , P.E.
Product Contro E miner
NOA No.-0430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 16-0629.13, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window - N.I." approved on 08/04/16 and expiring
on 02/19/19
Manuel Pe P.E.
Product Control x finer
NOA No. 1 - 430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7620A.1, titled xed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision D dated 03/16/18, 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
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL48-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tn
Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miam Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6t'' Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 174508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.10, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window —N.I., approved on 10/12/17 and expiring
on 02/19/19. JIA I rrkl1 �
Manuel Pe 4 P.E.
Product Control xa finer
NOA No. 1 - 430.04
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
GENERAL NOTES: SERIES PW7620A
NON -IMPACT -RESISTANT FIXED 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.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE
ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.
MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE
WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE q —
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL SHEET 5
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, (EOR) 12" MAX.
OR ARCHITECT OF RECORD, (AOR). O.C.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT
EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. 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.
1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE 6-1/2"
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD MAX
BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL TEST PRESSURE, FRAME ANALYSIS 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) REFERENCES: TEST REPORTS FTL-3834, 3847, 3850, 7212 &
18-7763; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA;
ANSIlAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM
DESIGN MANUAL.
10) THE 7620A SERIES WAS FORMERLY CALLED THE 620 SERIES.
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
•AISC 360-10
61"TIF- TO -TIP WIDTH
60" BUCK WIDTH —
GUIDE TO SHEETS:
57-1/4" VISIBLE
LIGHT WIDTH
6-1/2 " MAX.
A 120" C —
BUCK SHEET6
HEIGHT
— 117-1 /4" —
VISIBLE 12" MAX.
LIGHT O.C.
— HEIGHT
121"
TIP -TO —
TIP
— HEIGHT —
TYP. FLANGED FRAME
ELEVATION
GENERAL NOTES ........................
1
ELEVATIONS ................................
1
GLAZING DETAILS, ....................
*. 2-6
DESIGN PRESSURES ..................
2-6
INSTALLATION, FLANGE...,.,.,, ....
7
INSTALLATION, EQUAL -LEG.......
8
INSTALLATION, INT. FIN A...........
9
INSTALLATION, INT. FIN B...........10
CORNER ASSEMBLY.. I., ..............
11
EXTRUSION PROFILES......", .......
11
PARTS LIST...............................1...11
TARI G 9�
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 2-6
NOT RATED FOR IMPACT
RESISTANCE
60" BUCK WIDTH
57-1/4" VISIBLE
LIGHT WIDTH
6" MAX.
SHEET 6
E, SHEET 7
C G, SHEET 8
120"
BUCK
------- HEIGHT
/ 117'1 /4"
VISIBLE
/ LIGHT
HEIGHT
5" MAX.
O.C.
1
6" —yD �l f~ 12" MAX. O.C.
MAX.
FIGURE 1: /�
12" O.C.
MAX.
12" O.C.
6"
MAX.
Ty� e
Description
Sheet
1
3/16" Annealed
2
2
3/16" Tempered
3
3
1 /4" Tempered
4
4
13/16" IG (3/16" Annealed - 7/16" Air - 3/16" Annealed)
5
5
13/16" IG (3/16" Tempered - 7/16" Air - 3/16" Tempered)
6
6
1-1/16" IG 1/4" Tem ered - 9/16" Air - 1/4" Tem ered
7
TYP. EQUAL -LEG FRAME
ELEVATION
60" BUCK WIDTH
57-1/4" VISIBLE
LIGHT WIDTH
MEN SHEET7
H, SHEET 8
E, H
117-1 /4"
VISIBLE
LIGHT
HEIGHT
120"
BUCK
HEIGHT
F, H
2" MAX.
5" MAX. O.C. LL
TYP. FIN FRAME ELEVATION
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6.
ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
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SERIES NAME CHANGED TO
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A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure (+/-, psf) for Glass Type 1
Long Side, Tip to Tip (in)
54-11/16
57
61
65
69
73
77
81
85
89
93
97
31
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+/-55.5
+/-51
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+/44A
+/-41.7
+/40.1
+/-38.8
+/-37.6
+/-36A
+/-35.5
+/-34.6
33
+/-56.9
+/-53.8
+/-49.6
+/45.9
+/42.1
+/-39.8
+/-37.8
+/-36
+/-34A
+/-32.9
35
+/-56
+/-52.7
+/48.9
+/-44.9
+/41.2
+/-38.8
+/-36.4
+/-34.2
+/-32
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+/-52.2
+/-48.3
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+/-35.8
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+/-51.6
+/-47.9
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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 SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
3/16" ANNEALED GLASS
5/8"
GLASS BITE
1-3
EXTERIOR I
20 13
GLASS TYPE 1
JR - 03/16/18 -ADDED GLASS
TYPE & TABLE.
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A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure (+/-, psf) for Glass Type 2
Long Side, Tip To Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
31
+100/-145.8
+100/-144.7
+100/-141.9
+100/-138.4
+100/-135.4
+100/-132.8
+100/-130.5
+100/-128.6
+100/-126.8
+100/-125.4
+100/-124
+100/-122.6
+100/-121.5
+100/-120.5
+100/-119.6
+100/-118.8
33
+100/-136.3
+100/-131.7
+100/-127.1
+100/-123.4
+100/-120.3
+100/-117.9
+100/-115.8
+100/-113.8
+100/-112
+100/-110.4
+100/-108.9
+100/-107.6
+100/-106.5
+100/-105.6
+100/-104.5
+100/-103.7
35
+100/-126.7
+100/-122.3
+100/-117.7
+100/-113.9
+100/-110.1
+100/-106.8
+100/-104.3
+100/-102.2
+100/-100.4
+/-99
+/-97.4
+/-96.2
+/-95
+/-93.9
+/-93
+/-92.1
37
+100/-122
+100/-117.3
+100/-111.8
+100/-106.4
+100/-102.6
+/-99.7
+/-96.9
+/-94.4
+/-92.2
+/-90.1
+/-88
+/-86.6
+/-85.2
+/-84
+/-83
+/-82
39
+100/-120.2
+100/-115.1
+100/-107.8
+100/-102.5
+/-98.4
+/-94.5
+/-91.2
+/-87.9
+/-85.2
+/-83
+/-81.4
+/-79.8
+/-78.4
+/-77.2
+/-76.2
+/-75.1
41
+100/-117.8
+100/-113.9
+100/-106.8
+100/-100.8
+/-96.1
+/-91.6
+/-86.9
+/-83.4
+/-81.1
+/-78.9
+/-76.9
+/-75
+/-73.4
+/-71.8
+/-70.3
+/-68.8
43
+100/-113.9
+100/-112.6
+100/-106.2
+100/-100.6
+/-95.3
+/-89.9
+/-85
+/-81.4
+/-78.7
+/-76A
+/-73.5
+/-71.2
+/-69
+/-67
+/-65.2
+/-63.5
45
+100/-110.5
+100/-109.1
+100/-106.8
+100/-100.7
+/-95.4
+/-89.9
+/-84.1
+/-80.8
+/-77.6
+/-74.4
+/-71.6
+/-68.5
+/-65.9
+/-63.4
+/-61.8
+/-60.8
47
+100/-107.4
+1001-106
+100/-104.3
+100/-101A
+/-95.7
+/-90.3
+/-84.6
+/-80.6
+/-77.4
+/-74
+/-70.3
+/-67.2
+/-63.9
+/-61.7
+/-60.4
+/-59
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-96.3
+/-90.8
+/-85.2
+/-81.1
+/-77.5
+/-74
+/-70.6
+/-66.6
+/-63
+/-61.4
+/-59.6
+/-58
51
+100/-102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-91.4
+/-85.8
+/-81.6
+/-78.2
+/-74.6
+/-70.9
+/-67.3
+/-63.2
+/-61
+/-59.4
+/-57.8
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92
+/-86.6
+/-82
+/-78.6
+/-75.3
+/-71.6
+/-67.8
+/-64
+/-61.4
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-87.2
+/-82.4
+/-78.8
+/-75.8
+/-72.2
+/-68.6
+/-64.8
m
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-82.7
+/-79.2
+/-76
+/-72.8
+/-69.4
59
+/-94.3
+/-92.6
+/-90.6
+/-88.9
+/-87.4
+/-86.1
+/-84.9
+/-82.3
+/-79.3
+/-76
+/-72.8
O
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1
+/-81.4
+/-78.7
+/-76
U)
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-77.5
65
+/-90.3
+/-88.4
+/-86.3
+/-84.4
+/-82.7
+/-81.3
+/-79.9
+/-78.8
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 SHORT OR LONG DIMENSION,
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
f LONG SIDE (f-
SHORT SHORT
SIDE SIDE
y _ ( SHORT
1 �l cinG
LONG
SIDE -�I
LONG
SIDE
SHORT
SIDE !-
1-3
EXTERIOR
a
11
20
6" TEMPERED GLASS
GLASS BITE
13
GLASS TYPE 2
NO CHANGES THIS SHEET.
0
O
\�11111111/���/
LYNN�j'�%,
�\ '� •'' 0CENSF'
No. 58705
�Q S ATE OF G(�\
P40RIDP.•' :§
S®O1 `
NAL '
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 4 Lo
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 SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
I I
�1,1/4" TEMPERED GLASS
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR 5/8"
HORIZONTALLY AS SHOWN.
GLASS BITE
LONG LONG 1-3oto-
SIDE goo
f - LONG SIDE '� LONG SIDE �� EXTERIOR 06
2p 13 to
loot
SHORT SHORT GLASS TYPE 3
SIDE SIDE -
1 SS DET I_- � SHORT
I�-
Window Design
Pressure
(+/-, psf)
for Glass Type 3
Long Side, Tip To Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
31
+100/-145.8
+100/-144.7
+100/-143.4
+100/-142.2
+100/-141.2
+100/-140.2
+100/-139.4
+100/-138.6
+100/-137.8
+100/-137.1
+100/-136.5
+100/-135.9
+100/-135.4
+100/-134.9
+100/-134.4
+100/-134
33
+100/-138.6
+100/-137.5
+100/-136.2
+100/-135
+100/-133.9
+100/-133
+100/-132.1
+100/-131.3
+100/-130.5
+100/-129.8
+100/-129.2
+100/-128.6
+100/-128
+100/-127.5
+100/-127
+100/-126.6
35
+100/-132.4
+100/-131.2
+100/-129.9
+100/-128.7
+100/-127.6
+100/-126.6
+100/-125.7
+100/-124.8
+100/-124.1
+100/-123.4
+100/-122.7
+100/-122.1
+100/-121.5
+100/-121
+100/-120.5
+100/-120.1
37
+100/-126.9
+100/-125.7
+100/-124.3
+100/-123.1
+100/-122
+100/-120.9
+100/-120
+100/-119.1
+100/-118.4
+100/-117.6
+100/-117
+100/-116.4
+100/-115.8
+100/-115.3
+100/-114.8
+100/-114.3
39
+100/-122.1
+100/-120.8
+100/-119.4
+100/-118.1
+100/-117
+100/-115.9
+100/-115
+100/-114.1
+100/-113.3
+100/-112.6
+100/-111.9
+100/-111.3
+100/-110.7
+100/-110.1
+100/-108.8
+100/-107.6
41
+100/-117.8
+100/-116.5
+100/-115
+100/-113.7
+100/-112.5
+100/-111.4
+100/-110.5
+100/-109.6
+100/-108.8
+100/-107.7
+100/-105.5
+100/-103.4
+100/-102
+100/-100.6
+/-99.4
+/-98.2
43
+100/-113.9
+100/-112.6
+100/-111.1
+100/-109.7
+100/-108.5
+100/-107.4
+100/-106.4
+100/-105.5
+100/-103.5
+100/-100.9
+/-98.7
+/-96.6
+/-94.9
+/-93.2
+/-91.6
+/-90.1
45
+100/-110.5
+100/-109.1
+100/-107.5
+100/-106.1
+100/-104.9
+100/-103.8
+100/-102.7
+100/-101.8
+/-99.2
+/-96.1
+/-93.6
+/-90.9
+/-88.7
+/-86.5
+/-84.6
+/-83.2
47
+100/-107.4
+100/-106
+100/-104.3
+100/-102.9
+100/-101.6
+100/-100.5
+/-99.4
+/-98.5
+l-96
+/-92.5
+/-89.1
+/-86.3
+/-83.7
+/-81.8
+/-80.2
+/-78.8
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94
+/-89.8
+/-86.2
+/-83
+/-80.8
+/-79
+/-77.1
+/-75.3
c
51
+100/-102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/-88.7
+/-84
+/-81.6
+/-79.1
+/-76.7
+/-74.7
+/-72.5
53
+/-99.8
+1-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+/-88.4
+/-83.8
+/-80.6
+/-78.2
+/-75.6
�
55
+/-97.8
+/-96.2
+/-94.4
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-84.1
+/-80.8
+/-77.6
m
�
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-81.2
�
i=n
59
+/-94.3
+/-92.6
+/-90.6
+/-88.9
+/-87.4
+/-86.1
+/-84.9
+/-83.8
+/-82.8
+/-81.8
+/-81
0
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83.1
+/-82
+/-80.9
+/-80
�
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81.4
+/-80.3
+/-79.2
65
+/-90.3
+/-88.4
+/-86.3
+/-84.4
+/-82.7
+/-81.3
+/-79.9
+/-78.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+/-81.4
+/-79.9
+/-78.5
69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78.7
71
+/-87.5
+/-85.4
+/-83
+/-80.9
+/-79.1
73
+/-86.8
+/-84.6
+/-82.1
+/-80
+/-78.1
75
+/-86.3
+/-83.9
+/-81.4
+/-79.2
77
+/-85.8
+/-83.4
+/-80.7
79
+/-85.4
+/-82.9
+/-80.1
81
+/-85.1
+/-82.5
83
+/-84.9
85-7/8
+/-84.9
w
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_ No. 58705
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NAL
//1111110
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 5
Window Design Pressure (+/-, psf) for Glass Type 4
Long Side, Tip to Tip (in)
68-7/8
73
77
81
85
89
93
97
98-1/2
31
+/-78.9
+/-75.1
+/-72.2
+/-69.8
+/-67.6
+/-65.6
+/-63.9
+/-62.3
+/-61.8
33
+/-75.4
+/-71.6
+/-68
+/-64.8
+/-61.9
+i-59.3
+/-57.2
+/-55.5
+/-55
35
+/-72.3
+/-69.9
+/-65.5
+/-61.5
+/-57.6
+/-55
+/-53
+/-51.3
+/-50.6
37
+/-69.7
+/-68.3
+/-64.4
+/-59.5
+/-55.5
+/-52.8
+/-50.3
+/-47.9
+/-47.2
39
+/-67.4
+/-65.9
+/-63.8
+/-58.9
+/-54.8
+/-51.8
+/-48.5
+/-46.1
+/-45.5
41
+/-65.3
+/-63.8
+/-62.5
+/-58.7
+/-54.6
+/-51.3
+/-48.1
+/-45.4
+/-44.6
c
43
+/-63.5
+/-62
+/-60.6
+/-58.6
+/-54.6
+/-51.3
+/-47.8
+/-45.3
+/-44.5
�
45
+/-62
+/-60.3
+/-59
+/-57.8
+/-54.6
+/-51.4
+/-48.1
+/-45.3
+/-44:5
0
47
+/-60.6
+/-58.9
+/-57.5
+/-56.2
+/-54.6
+/-51.5
+/-48.2
+/-45.5
+/-44.6
�
H
49
+/-59.4
+/-57.6
+/-56.1
+/-54.9
+/-53.8
+/-51.4
+/-48.2
�;
51
+/-58.4
+/-56.5
+/-54.9
+/-53.6
+/-52.5
+/-51.4
+/-48.2
to
53
+/-57.5
+/-55.5
+/-53.9
+/-52.5
+/-51.3
+/-50.3
55
+/-56.7
+/-54.6
+/-52.9
+/-51.5
+/-50.3
�
57
+/-56
+/-53.9
+/-52.1
+/-50.6
59
+/-55.5
+/-53.2
+/-51.4
61
+/-55
+/-52.7
+/-50.8
63
+/-54.7
+/-52.2
65
+/-54.5
67
+/-54.3
68-7/8
+/-53.2
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 SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELY FIT WITHIN.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
SOIDE �� SOIDE
(►--- LONG SIDE � (-� LONG SIDE �)
SS DET �� I - SS +DET �/
SSIDET I� 1 � SS DET (�
13/16" NOM.
GLASS STACK
3/16" ANNEALED GLASS
7/16" AIR SPACE
11
7
1-3
EXTERIOR
a75-78 21
GLASS TYPE 4
6" ANNEALED GLASS
5!8"
GLASS BITE
13
0
N
JR - 03/16/18 -ADDED GLASS
TYPE &TABLE.
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No. 58705
•�
{��y�'. SATE OF •' (v��
i(
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 6:
LO
20
as
waos as
Window Design Pressure (+/-,
psf) for
Glass Type 5
& 6
Long Side, Tip to Tip (in)
85-7/8
89
93
97
101
105
109
113
117
121
125
129
133
137
141
145
31
+100/-145.8
+100/-144.7
+100/-143.4
+100/-142.2
+100/-141.2
+100/-140.2
+100/-139A
+100/-138.6
+100/-13T8
+100/-137.1
+100/-136.5
+100/-135.9
+100/-135A
+100/-134.9
+100/-134A
+100/-134
33
+100/-138.6
+100/-137.5
+100/-136.2
+100/-135
+100/-1319
+100/-133
+100/-132.1
+100/-131.3
+100/-130.5
+100/-129.8
+100/-129.2
+100/-128.6
+100/-128
+100/-127.5
+100/-127
+100/-126.6
35
+100/-132.4
+100/-131.2
+100/-129.9
+100/-128.7
+100/-127.6
+100/-126.6
+100/-125.7
+100/-124.8
+100/-124.1
+100/-123A
+100/-122.7
+100/-122.1
+100/-121.5
+100/-121
+100/-120.5
+100/-120.1
37
+100/-126.9
+100/-125.7
+100/-124.3
+100/-123.1
+100/-122
+100/-120.9
+100/-120
+100/-119.1
+100/-118.4
+100/-117.6
+100/-117
+100/-116.4
+100/-115.8
+100/-115.3
+100/-114.8
+100/-114.3
39
+100/-122.1
+100/-120.8
+100/-119.4
+100/-118.1
+100/-117
+100/-115.9
+100/-115
+100/-114.1
+100/-113.3
+100/-112.6
+100/-111.9
+100/-111.3
+100/-110.7
+100/-110.1
+100/-109.6
+100/-109.1
41
+100/-117.8
+100/-116.5
+100/-115
+100/-113.7
+100/-112.5
+100/-111.4
+100/-110.5
+100/-109.6
+100/-108.8
+100/-108
+100/-107.3
+100/-106.7
+100/-106.1
+100/-105.5
+100/-105
+100/-104.5
43
+100/-113.9
+100/-112.6
+100/-111.1
+100/-109.7
+100/-108.5
+100/-107A
+100/-106A
+100/-105.5
+100/-104.7
+100/-103.9
+100/-103.2
+100/-102.5
+100/-101.9
+100/-101
A
+100/-100.8
+100/-100.3
45
+100/-110.5
+100/-109A
+100/-107.5
+100/-106.1
+100/-104.9
+100/-103.8
+100/-102.7
+100/-101.8
+100/-101
+100/-100.2
+/-99.5
+/-98.8
+/-98.2
+/-97.6
+/-97A
+/-96.6
47
+100/-107A
+100/-106
+100/-104.3
+100/-102.9
+100/-101.6
+100/-100.5
+/-99A
+/-98.5
+/-97.6
+/-96.8
+/-96.1
+/-95A
+/-94.8
+/-94.2
+/-93.6
+/-93A
49
+100/-104.6
+100/-103.1
+100/-101.5
+/-100
+/-98.7
+/-97.5
+/-96.4
+/-95.5
+/-94.6
+/-93.8
+/-93
+/-92.3
+/-91.7
+/-91.1
+/-90.5
+/-90
_
v
51
+100/-102.1
+100/-100.6
+/-98.9
+/-97.4
+/-96
+/-94.8
+/-93.7
+/-92.7
+/-91.8
+/-90.9
+/-90.2
+/-89.5
+/-88.8
+/-88.2
+/-87.7
+/-87A
CL
53
+/-99.8
+/-98.3
+/-96.5
+/-94.9
+/-93.6
+/-92.3
+/-91.2
+/-90.2
+/-89.2
+/-88.4
+/-87.6
+/-86.9
+/-86.2
+/-85.6
Iass
0
55
+/-97.8
+/-96.2
+/-94A
+/-92.8
+/-91.3
+/-90
+/-88.9
+/-87.8
+/-86.9
+/-86
+/-85.2
+/-84.5
+/-83.8
CL
57
+/-95.9
+/-94.3
+/-92.4
+/-90.8
+/-89.3
+/-88
+/-86.8
+/-85.7
+/-84.7
+/-83.9
+/-83
+/-82.3
H
59
+/-94.3
+/-92.6
+/-90.6
+/-88.9
+/-87A
+/-86.1
+/-84.9
+/-83.8
+/-82.8
+/-81.8
+/-81
6
�
61
+/-92.8
+/-91
+/-89
+/-87.3
+/-85.7
+/-84.3
+/-83A
+/-82
+/-80.9
+/-80
�n
0
63
+/-91.5
+/-89.6
+/-87.6
+/-85.8
+/-84.2
+/-82.7
+/-81 A
+/-80.3
+/-79.2
U)
65
+/-90.3
+/-88A
+/-86.3
+/-84A
+/-82.7
+/-81.3
+/-79.9
+/-78.8
67
+/-89.3
+/-87.3
+/-85.1
+/-83.1
+/-81 A
+/-79.9
+/-78.5
69
+/-88.3
+/-86.3
+/-84
+/-82
+/-80.2
+/-78.7
71
+/-87.5
+/-85A
+/-83
+/-80.9
+/-79.1
73
+/-86.8
+/-84.6
+/-82.1
+/-80
+/-78.1
75
+/-86.3
+/-83.9
+/-81 A
+/-79.2
77
+/-85.8
+/-83.4
+/-80.7
79
+/-85.4
+/-82.9
+/-80A
81
+/-85.1
+/-82.5
83
+/-84.9
85-7/8
+/-84.9
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
SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL
WINDOWS,
FIND THE SMALLEST
WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
#29 USED AT
CURVED
FRAME MEMBERS ONLY
@ 11-7/8" O.C.
MAX.
13/16" NOM.
1-1A6"
NOM.
GLASS STACK
GLASS STACK
3/16" TEMPERED
GLASS
3116"
1/4" TEMPERED GLASS
sao
1/4"
7/16"
AIR SPACE
TEMPERED
9/16" AIR
SPACE
TEMPERED
GLASS
GLASS
TABLE
DIMENSIONS
MAY BE
11
11
ORIENTED VERTICALLY OR
7
1
5
HORIZONTALLY
AS
SHOWN,
LONG
L�pE
5/8"
GLASS BITE
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
2X WOOD BUCKSTRIP EDGE DISTANCE PER SUBSTRATE,
OR FRAMING, SEE DISTANCE SEE TABLE 7, THIS SHEET
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-3/4"
7
EMBEDMENT ° ° a° d °
d
INSTALLATION
TYPE B
_ EDGE
DISTANCE
EMBEDMENT
1 /4" MAX
�--�1 SHIM
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
0
EDGE
DISTANCE
° d
INSTALLATION INSTALLATION
TYPE C TYPE B EMBEDMENT
EMBEDMENT 1X WOOD BUCKSTRIP,
1/4" MAX SEE NOTE 2, THIS SHEET
SHIM v 8
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, I v DISTANCE
6 SEE TABLE 7, THIS SHEET
° v v
az
1
e °
v
EXTERIOR 11
CONCRETE/CMU ° 4 I °
PER ANCHOR VISIBLE LIGHT WIDTH = I O
REQUIREMENT WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH CONCRETE/CMU
TIP -TO -TIP WINDOW WIDTH PER ANCHOR
HORIZONTAL SECTION A -A REQUIREMENT
INSTALLATION
METHOD D
MAX.
SHIM
EXTERIOR
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
71 THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
21 PROPERTIES, TABLE 7,THIS SHEET
i--1 6 1
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
d ° a ° ANCHOR
41
REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 7, THIS SHEET
VERTICAL SECTION B-B
TABLE 7:
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing_
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8 of
12"
Aluminum, 6063-T5 min.
3/8"
0,063" *
12if
A36 Steel
3/8"
0.063"
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga
12"
Southern Pine SG=0.55
9/16"
1-3/8"
12"
OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS E OP ARTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
"2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME,
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material Min. F� Min. F„
Steel Screw 92 ksi 120 ksi
410 Screw 90 ksi 110 ksi
Elco UIIraCon@ 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
NO CHANGES THIS SHEET.
NO CHANGES THIS SHEET.
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_ No. 58705
A. LYNN MILLER, P.E.
P.E.# 58705
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E
WINDOW
BUCK
HEIGHT
EDGE
DISTANCE
EXTERIOR
a
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT
-
2-3/4"
7
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
— 1 EMBEDMENT
1 1
L1 /4" MAX
2 SHIM
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
E
INSTALLATION
TYPE G
I►--��— EMBEDMENT
1/4" MAX
SHIM
EDGE d °
DISTANCE
11
INSTALLATION
TYPE F I — EMBEDMENT
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND 8
EDGE DISTANCE PER SUBSTRATE, EDGE
SEE TABLE 8, THIS SHEET o ° DISTANCE
(2 )�
� EXT�IOR \
d° 4
CONCRETE/CMU VISIBLE LIGHT WIDTH =
PER ANCHOR WINDOW BUCK WIDTH - 2-3/4"
REQUIREMENT WINDOW BUCK WIDTH —
INSTALLATION
TYPE H
MAX.
SHIM
EXTERIOR
i STEEL SELF -DRILLING
SMS (G5), SEE TABLE
8, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 8,THIS SHEET
�1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
°d CONCRETE PER
y ° ° REQUIREMENT
1 d d
ad°
INSTALLATION EDGE
TYPE F I — TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION D-D
INSTALLATION NOTES:
HORIZONTAL SECTION C-C
TABLE 8:
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
S acin
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0,063" *
12"
A36 Steel
3/8"
0.063" "
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga
12"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8"
12"
Aluminum 6063-T5 min.
3/8"
0,063" *
12"
A36 Steel
3/8"
0,063" *
12"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
12"
1/4" 410 SS CreteFlex
URRRRn routed CMU, ASTM C-90
2-1/2"
1-1/4"
12"
Concrete (min. 3.35 ksi)
1"
1-3/4"
12"
1/4" Steel Ultracon
Concrete min. 2.85 ksi
1"
1-3/4"
12"
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
12"
Un routed CMU ASTM C-90
2-1/2"
1-1/4"
12"
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1-1/4 it
1-3/4"
12"
Grouted CMU ASTM C-90
2-1/2"
1-3/4"
RRRRRRRR
12"
OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND
EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF
UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE
SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM.
Material
RR
Min. Fy
Min. F�
Steel Screw
92 ksi
120 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
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No. 58705
OR Roft,
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A. LYNN MILLER, P.E.
P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE
ffi7e7
3
12 USED FOR ALL
SIDES OF
8 ARCHITECTURAL
SHAPES @ 11-7/8"
29 O.C. MAX.
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EDGE
DISTANCE
1 /4" MAX
SHIM
INSTALLATION
TYPE J
EDGE
DISTANCE 1/4" MAX
—�I SHIM
2X WOOD BUCKSTRIP
OR FRAMING, SEE
I NOTE 2, THIS SHEET
EMBEDMENT
11
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
INSTALLATION
TYPE K
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 21 THIS SHEET
u
WINDOW INSTALLATION
�
BUCK TYPE L VISIBLE LIGHT WIDTH = 7
HEIGHT WINDOW BUCK WIDTH - 2-3/4"
EXTERIOR 1 /4"
MAX WINDOW BUCK WIDTH
SHIM HORIZONTAL SECTION E-E
EJ
21
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
9. THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
a 1 2X WOOD BUCKSTRIP
,� OR FRAMING, SEE
NOTE 2, THIS SHEET
�1/4" MAX SHIM
TABLE 9:
Anchor
Substrate
Min. Edge
Distance
Max O.C.
S acin
2-1/2" x .113" Box Nail
Southern Pine (SG=0.55)
5/16"
5"
2-1/2" x.131" Common Nail
Southern Pine SG=0.55
3/8"
5"
2-1/2" x .145" Roofing Nail
Southern Pine SG=0.55
3/8"
5"
#10 x 1" Steel Screw*
Southern Pine SG=0.55
1/2"
5"
0,093" Aluminum, 6063-T5 min.
5/16"
5"
1/16" A36 Steel
5/16
5"
0.045" 18 Ga Steel Stud Gr, 33
5/16
5"
"MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
By
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INSTALLATION �-- j � INSTALLATION NOTES: ��� �/
LYE
TYPE J � ,� OCa /V�
EDGE DISTANCE 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW �` t�•' �CEN Ol
+ EMBEDMENT AND EDGE DISTANCE LIMITS.
TYP. ANCHOR TYPE, EMBEDMENT 2 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER No. 58705
-_
-�— EMBEDMENT AND EDGE DISTANCE PER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE Material Min. F Min. F = —
SUBSTRATE, SEE TABLE 9, THIS SHEET WINDOW FRAME. y u
Steel Screw 92 ksi 120 ksi J44/
WINDOW OR MULLION NOA APPLIES3. IF APPLICABLELOWER DESIGN WHOLE SESSURE YSTEM. ER ®may ETA E F �\
VERTICAL SECTION F-F 6063-T5 Aluminum 16 ksi 22 ksi �,�, eORiD�.. �:\7
A36 Steel 36 ksi 58 ksi
Gr. 33 Steel Stud 33 ksi 45 ksi / ///IAI IlW\ `\�
A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE —
NOTE 2, THIS SHEET
P. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 7, THIS SHEET
INSTALLATION EMBEDMENT
TYPE M 1
1 /4" MAX
3 SHIM
WINDOW
BUCK
HEIGHT
NSTALLA I ION TYPE M
EMBEDMENT
I� 1/4 11 MAX
SHIM
71v
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
0
INSTALLATION
TVDC: AI
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
i 12 USED FOR ALL
SIDES OF EDGE 3
8 ARCHITECTURAL DISTANCE ((nnnT
EXTERIOR SHAPES @ 11-7/8"
I 29 O.C. MAX.IP
11
INSTALLATION 4 11
TYPE O VISIBLE LIGHT WIDTH = I 7
EXTERIOR 1/4" WINDOW BUCK WIDTH - 2-3/4"
MAX. SHIM WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
vISIBLE �
LIGHT
HEIGHT = 9a
WINDOW
BUCK
HEIGHT -
2-3/4"
21
7
INSTALLATION
TYPE N
EMBEDMENTI °
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
STEEL SELF -DRILLING
SMS (G5), SEE TABLE
10, THIS SHEET
MIAMI-DADE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 10,THIS SHEET
a° a
° a
DGE
_ I E
�I DISTANCE
AT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRE,
SEE TABLE 10, THIS SHEET
r1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
INSTALLATION NOTES:
VERTICAL SECTION H-H
TABLE 10:
EMBEDMENT
J EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
rvTr^' REQUIREMENT
Anchor
DGE
_ I E
�I DISTANCE
AT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRE,
SEE TABLE 10, THIS SHEET
r1/4" MAX SHIM
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
INSTALLATION NOTES:
VERTICAL SECTION H-H
TABLE 10:
EMBEDMENT
J EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
rvTr^' REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or #14 410 SS Screw
Southern Pine SG=0.55
9/16"
1-3/8"
4.9"
Aluminum 6063-T5 min.
3/8"
0,063" *
4,9"
A36 Steel
3/8"
0,063" *
4.9"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
4.9"
#12 or #14 Steel Screw (G5)
Southern Pine SG=0.55
9/16"
1-3/8"
4,9"
Aluminum, 6063-T5 min.
3/8"
0,063" *
4,9"
A36 Steel
3/8"
0,063" *
4,9"
Steel Stud Gr. 33 min.
3/8"
0.045" 18 Ga *
4,91'
1/4" 410 SS CreteFlex
Un routed CMU, ASTM C-90)
2-1/2"
1-1/4"
9
Concrete (min. 3.35 ksi)
1"
1-3/4"
9
1/4" Steel Ultracon
Concrete min. 2.85 ksi
1"
1-3/4"
9
Concrete min. 2.85 ksi
2-1/2"
1-3/8"
9
Un routed CMU, (ASTM C-90
2-1/2"
1-1/4"
9
5/16" Steel Ultracon
Concrete min. 3.5 ksi
1-1/4"
1-3/4"
9
Grouted CMU, (ASTM C-90
2-1/2"
1-3/4"
9
OF 3 THREADS BEYOND THE METAL SUBSTRATE,
ROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
ALL HEAD TYPES APPLICABLE.
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS , ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED
AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY
OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM,
Material
Min. Fy
Min. F�
Steel Screw
92 ksi
120 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
JR - 03/16/18 -ADJUSTED MAX.
TABLE 10.
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No. 58705 _
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UNAL
`A. LYNN biLLER, P.E.
P.E.# 58705
arTIVEMEN
Item
#
PGT Part #
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 6063-T5
4
4258
3/16" & 1/4" Glass Beading
Alum. 6063-T5
5
4254
1.16" I.G. Glass Beading
Alum. 6063-T5
6a
4270
Installation Fastener Cover
Alum. 6063-T5
6b
4224
Installation Fastener Cover for Curves
Rigid PVC
7
4263
13/16" I.G. Glass Beading
Alum. 6063-T5
8
4280
3/16" & 1/4" Glass Beadling for Curves
Alum. 6063-T5
9
4269
I.G. Beading for Curves
Alum. 6063-T5
10
70589C
Gasket (at 90' cornerjoints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
12
61308K
Foam Beading Tape
13
Dow 791, 899, 955 or GE 7700 Backbedding
Silicone
20
71652K
Setting Block, Mono. 3/16" x 7/16" x 4"
Neoprene, Duro. 85 +/-1
21
71704AK
Setting Block, I.G. 3/16" x 1-3/32" x 4"
Neoprene, Duro. 85 +/-1
29
76X114FP
#6 x 1-1/4" FH SMS (Curved Beading)
Stainless Steel
30
781PQX
#8 x 1" Quad PH SMS (Assembly)
Stainless Steel
75
Kommerling Kodispace 4SG TIPS
See this Sheet for
Materials
76
Quanex Super Spacer nXT
77
Quanex Duraseal Spacer
78
Cardinal XL Edge Spacer
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
— 2.784"
074" ��--
1.875"
1 L 438" U 9 !J 1
1.000'
.500" T!:-11� .050"*000sit
fO FLANGE FRAME
1 — l 1.236" �—
875"Fr -
.050"
O3/16" & 1/4"
GLASS BEADING
STRUCTURAL
POLYISO-
BUTYLENE WITH
DESICCANT
EXT. GLASS
ANGLED/CURVED
FRAME ASSEMBLY
KODISPACE
75 4SG TPS
1.375" 1
500"
2.784"
074" ►►—
.062"
v 438" u u 1
f�1 .050"*o.0os„
OEQUAL-LEG FRAME
—� If .346"
1.037"
875"
�II� . It
050" .0507
O1 1/16" I.G. GLASS 6a INSTALLATION
BEADING FASTENER COVER
HOT -MELT
SILICONE BUTYL
ur I 90° CORNER '
I I FRAME ASSEMBLY
� I
I
10 I I
ALL CORNERS TO I
USE GASKET I /
AND/OR SEALANT
I � /
EQUAL -LEG FRAME
/ / EXTERIOR
FLANGE FRAME
EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR EXTERIOR
AND EXTERIOR FRAME WELDS �i
FLANGE FRAME (SHOWN) OR CORNER KEYS AT
30 SCREW BOSSES. SEALANT AT ALL CORNERS
1/4" NOM.
STRUCTURAL
SILICONE
FOAM WITH
DESICCANT
EXT, GLASS
INT. GLASS
.875
fIII � .050"
7 13/16" I.G. GLASS
BEADING
ALUMINUM
REINFORCEMENT
3l16" NOM.
76 SUPER SPACER°
ONXT
� I
� I
I
10 I
I �
ALL CORNERS TO I
USE GASKET
AND/OR SEALANT
0
BUTYL &
DESICCANT
FOAM
EXT. GLASS
1.375"
.500"
1.125 It
2.784" IN
074" �f
ll -- - ll I
f �I� I' :EP tJ( e�E=>k4
050"to.00s C-tTrt v; vbl titerF' iai
ng Code
f .077" '::e.� °a��Ida i
j v4;¢= �t� Ewe
O3 FIN FRAME lgiMd
B - -- -
1.206" � 1 � If .346"
875" 875"
.050" �� .050"
O3/16" & 1/4" I I.G. GLASS
GLASS BEADING O BEADING
FOR CURVES FOR CURVES
POLYISOBUTYLENE
SEAL
NOM.
ROLL -FORMED
STAINLESS STEEL
EXT. GLASS
GLASS �/ DINT. GLASS
ODU RASEALO
77 SPACER
ASSEMBLY DETAILS
FOR FIN FRAMES
90° CORNER
FRAME ASSEMBLY
DESICCANT FILL
5/16" NOM.
SILICONE LO
SEAL
XL EDGErM
78 SPACER
ANGLED/CURVED
FRAME ASSEMBLY
ern
�1
EXTERIOR
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
INT. GLASS
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�3
No, 58705
441
® WSTATE
A. LYNN MILLER, P.E.
P.E.# 58705