HomeMy WebLinkAboutProduct Approval V
M IAM I-DADE MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION RECEIVED 15-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA rw.miamidade.gov/economy
PGT Industries,Inc. JUL 2 6 2099
1070 Technology Drive
North Venice,FL 34275 ST. Lucie County, Permitting
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 "PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, 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
r with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturers 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
LL 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# 17-0614.11 and consists of this page 1 and evidence pages E-1,E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
COUNTY NOA No. 18-0430.05
MIAMI DADE D
� Expiration ate: 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. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
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, Duraseal'o 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. 16-0629.14)
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.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. -13-0502.03)
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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
Manuel Per z, .E.
Product Controla ner
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 611 Edition (2017), dated 09/15/17,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).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel PEa
, .E.
Product Control ner
NOA No. 130.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5` Edition (2014) and FBC 61h 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. 16-1372B 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 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1, titled"Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuelere
Product Control Ex , er
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017),prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th 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. 17-1508 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. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820"Aluminum Fixed Window—L.M.I., approved on 10/1 and
expiring on 02/19/19.
Manuel Perez .E
Product Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES: SERIES PW7720A
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). 49"TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' 45-1/4"VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. 45-1/4"VISIBLE
LIGHT WIDTHS LIGHT WIDTH
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY g SHEET 6 ` I 6-1/2"MAX. D, SHEET77
-I 6"MAX.
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.
i
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED A I 96" C I C
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 ' A BUCK SHEET 7 '
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X96"
ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL _I -_-_- HEIGHT _I ----- BUCI
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r r HEIGF
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF i 93-1/4"--�j I I
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12"MAX. I / VISIBLE 12"MAX. I / 93-1/4"
O.C. LIGHT O.C. VISIBLE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ' HEIGHT ' LIGHT
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. I / 97 / HEIGHT
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE ' TIP-TO
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I TIP
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF HEIGHT
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE
SCOPE OF THESE INSTRUCTIONS. ,
6 MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY I�B 12"MAX.O.C. 6" � �D 12"MAX.O.C.
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-1/2"MAX. MAX.
IMPOSED ON THEM BY THE WINDOW.
7)DESIGN PRESSURES: TYP. FLANGED FRAME TYP. EQUAL-LEG FRAME
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST ELEVATION ELEVATION
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1:
PER ASTM E1300. 12"O.C. SHAPES AS SHOWN BELOW OR SIN
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSUR
GENERAL NOTES........................ 1 ANCHOR SPACING TO BE 6"MAX. F
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................ 1 MEMBERS,SEE FIGURE 1,THIS SHE
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS....................... 2-5
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. / -----V1/IDTH---��
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE............. 6 MAX.
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION, EQUAL-LEG.......7
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION, INT.FIN A...........8 F
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION, INT.FIN B...........9
FOR CORROSION RESISTANCE. CORNER ASSEMBLY...................10 w
EXTRUSION PROFILES................10 6
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST.......... 10 MAX.
-
ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA NDS
TABLE 2:
Window Design Pressure(+/-, psf) for Glass Type 1
Long Side,Tip to Tip(in) 7/16"LAMINATED
68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 GLASS STACK
31 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80
35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.8 +/-79.4
37 +1-80 +/-80 +/-80 +/-80 +l-80 +/-80 +1-79.7 +1-77.2 +/-75.1 +/-73.4 +/-72.2 3/16"ANNEALED GLASS
39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3
41 +/-80 +/-80 +/-80 +/-79.8 +/-77.2 +/-74.3 +1-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 4 11
43 +/-80 +/-80 +/-80 +/-77.4 +/-74.3 +/-71.3 +/-68.2 +1-64.7 +/-61.6 +/-59.8 +/-58.2
CL
F--- 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +/-68.9 +/-65.6 +/-62.2 +/-59.7 +/-57.5
47 +/-80 +/-80 +/-77.2 +/-73.6 +/-70.1 +/-66.8 +/-63.5 +/-60.3 +/-57.7
F-
49 +/-80 +/-79.3 +/-75.6 +/-71.9 +/-68.3 +/-64.9 +/-61.5 +/-58.2
51 +/-80 +/-77.5 +/-74.1 +/-70.3 +/-66.7 +/-63.1 +/-59.7 1-3
iZ iZ 53 +/-79.1 +/-75.6 +/-72.4 +/-68.8 +/-65.1 +/-61.5
0 55 +/-77.4 +/-73.8 +/-70.5 +l-67.3 +1-63.5 EXTERIOR
57 +/-75.8 +/-72 +/-68.6 +/-65.3
59 +/-74-2 +/-70.3 +/-66.8 20
61 +/-72.7 +/-68.7 +/-65
63 +/-71.2 +/-67.1 GLASS TYF
65 +/-69.7 +/-65.5
67 +1-68.3
68-718 +/-67
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 3:
Window Design Pressure(+/-, psf) for Glass Type 3
Long Side, Ti 1p Tip(in)
68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 1-1/16"NOM.
31 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 GLASS STACK
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
35 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80
37 +/-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 3/16"TEMPERED GLASS
39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.4 +/-76.4 +1-74.3
41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-76.7 +/-73.5 +/-70.9 +/-69 7116"AIR SPACE
43 +/-80 +/-80. +/-80 +/-80 +/-80 +/-80 +/-77 +/-73.1 +/-69.6 +/-66.9 +/-65.2
F 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-77.8 +/-74.1. +/-70.3 +/-67.5 +/-63.9 11
47 +/-80 +/-80 +/-80 +/-80 +/-79.2 +/-75.4 +/-71.7 +/-68.1 +1-65.1
--
H 49 +/-80 +/-80 +/-80 +/-80 +/-77.2 +/-73.3 +/-69.5 +/-65.8 5
51 +1-80 +/-80 +/-80 +/-79.4 +/-75.3 +/-71.3 +/-67.5
53 +/-80 +1-80 +/-80 +/-77.7 +/-73.5 +/-69.5
0 55 +/-80 +/-80- +/-79.6 +l-76 +1-71.8 1-3
57 +/-80 +/-80 +/-77.5 +/-73.8
59 +/-80 +/-79.4 +/-75.4 EXTERIOR
61 +/-80 +/-77.6 +/-73.5 75-78 21
63 +/-80 +/-75.8
TABLE 4:
Window Design Pressure (+/-, psf)for Glass Types 2 &4
Long Side,Tip to Ti in
68-7/8 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 1:
31 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-
33 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-
35 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-
37 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-
39 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
41 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
43 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
° 45 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
47 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
C 49 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
1=
ai 51 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80 +/-80
53 +/-80 +/-80 +/-80 +/-80 +/-80 +/-79.1
0 55 +/-80 +/-80 +/-80 +/-80 +/-78.6
57 +/-80 +/-80 +/-80 +/-79.1
59 +/-80 +/-80 +/-80
61 +/-80 +/-80 +/-79.3
63 +/-80 +/-80
65 +/-80 +/-80
67
68-7/8 +/-80
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.
1-1/16"NOM. T
7/16"LAMINATED GLASS STACK 7/16"LAMINATED
GLASS STACK GLASS STACK f
090"PVB INTERLAYER 3/16"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS
3/16"HEAT 3/16"HEAT STRENGTHENED GLASS
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"PVB INTERLAYER
4 11 11 SHORT
SIDE
5 i
5/8" 5/8"
GLASS BITE 1-3 GLASS BITE
1-3 �
EXTERIOR EXTERIOR
20 13 a 75-78 21 13
TABLE 5:
Window Design Pressure(+/-, psf)for Glass Type 5
Long Side,Tip to Ti (in) 7116"LAMINATED
68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 GLASS STACK
37 +90/-130 +90/-127.5 +90/-123.5 +90/-121.7 +90/-119.8 +90/-116.5 +90/-113.5 +90/-111 +90/-108.5 +90/-106.3 +90/-104.5 +901-104.5 +901-104.5
39 +90/-126.1 +90/-120 +90/-114.5 +90/-112.9 +90/-111 +90/-107.5 +901-104.5 +90/-101.7 +90/-99.5 +90/-97.7 +90/-96.1 +90/-94.6 +90/-94.1
41 +90/-120.1 +901-113.5 +90/-107.3 +90/-105.2 +90/-103 +90/-100.5 +90/-97.8 +90/-94.9 +90/-92 +/-89.6 +/-88 +/-86.5 +/-86
43 +90/-114.4 +90/-107.5 +901-102.5 +90/-100.7 +90/-98.6 +90/-95.2 +90/-92.2 +/-89.1 +/-85.8 +/-83 +/-81.4 +/-80.4 +/-80.1 3/16"ANNEALED GLASS
45 +90/-108.7 +90/-102.5 +90/-98.8 +90/-97.1 +90/-94.9 +90/-91 +/-87.3 +/-84.1 +/-81.7 +/-79.7 +/-77.8 +/-76.1 +/-75.6
47 +90/-104.4 +90/-99.8 +90/-95.7 +90/-93.9 +90/-91.6 +/-87.5 +/-63.6 +/-81 +/-78.9 +/-76.7 +/-74.7 +/-72.7 +/-72
49 +90/-101.1 +90/-97 +90/-92.8 +90/-90.9 +/-88.5 +/-84.3 +1-81.2 +/-78.5 +/-76.1 +/-73.9 +/-71.7 +/-69.6 +/-68.9
CL 4 1 1
F- 51 +90/-98.1 +901-94.1 +90/-90.1 +/-88.2 +1-85.7 +/-82 +/-79.1 +/-76.3 +/-73.6 +/-71.2 +/-68.9 +/-66.8 +/-65.9
53 +90/-95.3 +90/-91.1 +/-87.4 +/-85.6 +/-83.3 +/-80 +/-77 +/-74.1 +/-71.3 +/-68.7 +/-66.3 +/-64 +/-63.2
0- 55 +90/-92.5 +/-88.2 +/-84.3 +/-82.9 +/-81.4 +/-78.1 +/-74.9 +/-71.9 +/-69.1 +/-66.4 +/-63.9 +/-61.8 +/-61.2
57 +/-89.6 +/-85.3 +/-81.8 +/-80.6 +/-79 +/-76.2 +/-73 +/-69.9 +/-66.9 +/-64.1 +/-61.9 +/-60.1
59 +/-87.1 +/-82.8 +/-79.7 +/-78.4 +/-76.8 +/_74 +/-71.1 +/-67.9 +/-64.8 +/-62.2 +/-60.3
`5 1-2
61 +1-84.6 +/-80.8 +/-77.6 +/-76.2 +/-74.6 +/-71.7 +/-69 +/-65.9 +/-62.8 +/-60.8
63 +/-82.5 +1-78.9 +/-74.6 +/-73.2 +/-71.4 +/-68.4 +/-65.5 +/-62.9 +/-60.9 I u L
65 +/-80.7 +/-77 +/-73.6 +/-72.2 +/-70.4 +/-67.3 +/-64.4 +/-62 EXTERIOR
67 +/-79 +1-75.3 +/-71.7• +/-70.2 +/-68.4 +/-65.2 +/-62.4 20
68-7/8 +/-77.3 +/-73.6 +/-70 +/-68.5 +/-66.6 +/-63.3 +/-61.1
73 +/-73.6 +/-70.2 +/-66.5 +/-64.8 +/-62.9 +/-60.5
77 +/-70 +/-66.5 +/-63.2 +/-61.9 GLASS
78-3/4 +/-68.5 +/-64.8 +/-61.9 +/-60.9
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.
TABLE 6:
Window Design Pressure(+/-, psf)for Glass Type 7
Long Side(in)
68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 1-1/16"NOM.
31 +901-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 GLASS STACK
33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130
35 +90/-130 +901-130 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130
37 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-128.3 +90/-125.4 +90/-122.6 +90/-120.1 +90/-118.1 +90/-118.1 +90/-118.1
39 +90/-130 +90/-130 +90/-129.4 +90/-127.5 +90/-125.4 +901-121.5 +901-118.1 +90/-114.9 +90/-112.5 +90/-110.4 +90/-108.6 +90/-106.9 +90/-106.3 3/16"TEMPERED GLASS
41 +90/-130 +901-128.3 +90/-121.2 +901-118.9 +90/-116.4 +90/-113.6 +90/-110.5 +90/-107.2 +90/-103.9 +90/-101.3 +90/-99.4 +90/-97.7 +90/-97.1
43 +90/-129.3 +90/-121.5 +90/-115.8 +901-113.8 +901-111.4 +90/-107.5 +90/-104.2 +90/-100.6 +90/-97 +901-93.8 +90/-92 +90/-90.9 +90/-90.5
45 +90/-122.9 +901-115.8 +901-111.6 +901-109.7 +90/-107.3 +90/-102.8 +90/-98.7 +90/-95 +90/-92.3 +90/-90.1 +/-87.9 +801-85.9 +80/-85.4 7/16"AIR SPACE
47 +90/-118 +901-112.7 +90/-108.1 +901-106.1 +901-103.5 +90/-98.8 +90/-94.4 +90/-91.5 +/-89.1 +/-86.7 +80/-84.4 +801-82.1 +80/-81.3
49 +90/-114.2 +90/-109.6 +90/-104.8 +90/-102.7 +901-100 +901-95.3 +90/-91.8 +/-88.7 +/-86 +80/-83.5 +80/-81 +/-78.7 +/-77.8 11
51 +90/-110.9 +90/-106.3 +90/-101.8 +90/-99.6 +90/-96.9 +90/-92.7 +/-89.3 +/-86.2 +80/-83.2 +80/-80.5 +/-77.9 +/-75,4 +/-74.5
65 53 +90/-107.7 +90/-102.9 +90/-98.7 +90/-96.7 +90/-94.1 +90/-90.4 +/-87 +80/-83.7 +80/-80,6 +/-77.7 +/-74.9 +/-72.3 +/-71.4
! 55 +90/-104.5 +90/-99.6 +90/-95.3 +901-93.7 +90/-91.9 +/-88.3 +80/-84.6 +80/-81.3 +/-78.1 +/-75.1 +/-72.2 +/-69.8 +/-69.1 5
57 +901-101.5 +901-96.4 +901-92.5 +901-91 +1-89.3 +80/-86.1 +801-82.4 +/-78.9 +/-75.6 +/-72.5 +/-69.9 +/-67.9
59 +90/-98.5 +901-93.5 +/-90 +/-88.5 +80/-86.8 +80/-83.6 +80/-80.3 +/-76.7 +/-73.3 +/-70.3 +/-68.2
61 +90/-95.6 +90/-91.3 +/-87.7 +80/-86.2 +80/-84.3 +80/-81 +/-77.9 +/-74.5 +/-71 +/-68.7 1-2
63 +90/-92.2 +/-88.1 +80/-84.3 +80/-82.7 +80/-80.7 +1-77.3 +/-74 +/-71 +/-68.8
65 +90/-91.2 +/-87 +801-83.2 +80/-81.6 +/-79.6 +/-76.1 +/-72.8 +/-70
67 +/-89.3 +80/-85 +80/-81 +/-79.4 +/-77.3 +/-73.7 +/-70.5 EXTERIOR
68-7/8 +/-87.3 +80/-83.2 +/-79.1 +/-77.4 +/-75.2 +/-71.6 +/-6975-78 21
73 +80/-83.2 +/-79.4 +/-75.1 +/-73.2 +/-71 +/-68.4
» .r>n� -11e1 te1» a it en
r.r A e+e-
TABLE 7:
Window Design Pressure (+/-, psf) for Glass Types 6 &8
Long Side,Tip to Tip(in)
68-7/8 73 77 78-3/4 81 85 89 93 97 101 105 109 110-1/2 113 117
31 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130
33 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +901-130 +90/-130
35 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130
37 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130
39 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90%130 +90/-130 +90/-130 +90/-130 +90/-130
41 +90/-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110
43 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110
45 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +801-110 +801-110 +80/-110
0 47 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
~ 49 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
0
a 51 +90%130 +90/-130 +901-130 +901-130 +90%130 +90/-130 +90/-130 +89.4/-128. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
I-' 53 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110
:26 55 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +88.8/-128.1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
U) 57 +901-130 +901-130 +90/-130 +90/-130 +89.4/-129 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
0 59 +90/-130 +90/-130 +90/-130 +89.5/-129.1 +80/-110 +80/-110 +80/-110 +80010 +80/-110 +80/-110 +80/-110
(j) 61 +90/-130 +90/-130 +89.6/-129. +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
63 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
65 +90/-130 +90/-130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
67 +90/-130 +80/-110 1 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110
68-7/8 +90%130 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110
73 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110
77 +80/-110 +80/-110 +80/-110 +80/-110
78-3/4 +80/-110 +80/-110 +801-110 +80/-110
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.
T
1-1/16"NOM. F
7/16"LAMINATED GLASS STACK 7/16"LAMINATED
GLASS STACK GLASS STACK
10
090"SG INTERLAYER 3/16"TEMPERED GLASS 3/16"HEAT STRENGTHENED GLASS
3/16"HEAT 3/16"HEAT STRENGTHENED GLASS
3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE .090"SG INTERLAYER SHORT
11 � SIDE
4 11 i
5
5/8" 5/8"
GLASS BITE GLASS BITE
1-2 1-2
EXTERIOR ^ ^ EXTERIOR ^
TYP.ANCHOR TYPE,
2X WOOD BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
INSTALLATION EMBEDMENT
TYPE A � 1/4"MAX SE
EMBEDMENT SHIM
i TYP.ANCHOR TYPE, EMBEDMENT AND
1�►j ° a ° EDGE DISTANCE PER SUBSTRATE,
EDGE 6 SEE TABLE 8,THIS SHEET
DISTANCE
L1/4"MAX
1 SHIM ,_Ld
a °
a
qAR
D FOR ALL °
a
ES OF
HITECTURALPES @ 11-7/8" ° EXTERIOR
. MAX.
CONCRETE/CMU 4
PER ANCHOR VISIBLE LIGHT WIDTH=
REQUIREMENT WINDOW BUCK WIDTH-2-3/4"
WINDOW BUCK WIDTH —
WINDOW EXTERIOR
BUCK TIP-TO-TIP WINDOW WIDTH -
HEIGHT INSTALLATION HORIZONTAL SECTION
TIP-TO-TIP METHOD D TABLE 8:
WINDOW 1/4"
HEIGHT VISIBLE MAX. Anchor Substrate
LIGHT SHIM
= Southern Pine SG=
HEIGHT
WINDOW #12 or#14 410 SS Screw Aluminum 6063-T5
BUCK 9 A36 Steel
HEIGHT- Steel Stud Gr.33 i
2-3l4" EXTERIOR Southern Pine SG=
STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Aluminum 6063-T5
SMS(G5),SEE TABLE A36 Steel
Steel Stud Gr.331
8,THIS SHEET Un routed CMU, AS
114"410 SS CreteFlex
MIAMI-DADE APPROVED MULLION(SEE Concrete(min. 3.35
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.2.85
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete min.2.85
21 PROPERTIES,TABLE 8,THIS SHEET I Un routed CMU (ASTT
6 Concrete min. 3.5
5/16"Steel Ultracon Grouted CMU ASTM
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRI
�1/4"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GR
T ALL HEAD TYPES APPLICABLE.
} 11X WOOD BUCKSTRIP,cT INSTALLATION NOTES:
TYP.ANCHOR TYPE, INSTALLATION
EDGEEMBEDMENT AND EDGE TYPE G
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE,
OR FRAMING,SEE SEE TABLE 9,THIS SHEET
NOTE 2,THIS SHEET
l �--�— EMBEDMENT SEE
INSTALLATION 1 SHIM TYP•ANCHOR TYPE, EMBEDMENT AND
TYPE E EMBEDMENT
EDGE DISTANCE PER SUBSTRATE, -
EDGE ° ^ 6 SEE TABLE 9,THIS SHEET
DISTANCE
8
1/4"MAX
2 SHIM
< a °
e
12 USED FOR ALL °
SIDES OF 11
8 ARCHITECTURAL ° EXTERIOR
EXTERIOR SHAPES @ 11-7/8" a ° 4
29 O.C.MAX. ID VISIBLE LIGHT WIDTH=
CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4"
PER ANCHOR
REQUIREMENT �� WINDOW BUCK WIDTH —
WINDOW HORIZONTAL SECTION
BUCK INSTALLATION
HEIGHT TYPE H
TABLE 9:
1/4"
MAX. Anchor Substrat
SHIM
VISIBLE Southern Pine
LIGHT T #12 or#14 410 SS Screw Aluminum 606'
HEIGHT= 9 I} A36 Stei
WINDOW Steel Stud Gr.
BUCK Southern Pine
HEIGHT- EXTERIOR #12 or Steel Screw G5 Aluminum 606'
2-3/4" STEEL SELF-DRILLING ( ) A36 Step
SMS(G5),SEE TABLE
9,THIS SHEET Steel Stud Gr.
1/4"410 SS CreteFlex Un routed CMU, /
MIAMI-DADE APPROVED MULLION(SEE Concrete(min.
SEPERATE NOA),ALUMINUM,STEEL FRAMING
Concrete min.
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete min.
PROPERTIES,TABLE 9,THIS SHEET
Un routed CMU,.0
21 5/16"Steel Ultracon Concrete min.
6 Grouted CMU A:
*MIN. OF 3 THREADS BEYOND THE METAL SUB:
"UNGROUTED CMU"VALUES MAY BE USED FOR
5 ALL HEAD TYPES APPLICABLE.
�1/4"MAX SHIM
INSTALLATION NOTES:
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT ANI
CCC AIl1TC 7 rule cuoCT EDGE DISTANCE LIMITS.
FIN FRAMES ARE ONLY TO
TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1-4
EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE TYPE J INTERLAYER), NOT TO BE U
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE I GLASS TYPES 5-8, (SG INTE
SEE TABLE 10,THIS SHEET DISTANCE Imo– 1/4•'MAX
EDGE SHIM
INSTALLATION DISTANCE 2X WOOD
RIP
TYPE I a OR FRAMING,SEE
j NOTE 2,THIS SHEET
TYP.ANCHOR TYPE, EMBEDMENT
1/4"MAX EDGE DISTANCE PER SUBSTRAT
3 SHIM 6 SEE TABLE 10,THIS SHEET
EMBEDMENT
12 USED FOR ALL
SIDES OF
8ARCHITECTURAL
EXTERIOR SHAPES @ 11-7/8"
a 29 O.C. MAX.
11
4
VISIBLE LIGHT WIDTH=
WINDOW INSTALLATION WINDOW BUCK WIDTH-2-3/4"
BUCK TYPE L WINDOW BUCK WIDTH —
HEIGHT
EXTERIOR 1/4"
a MAX. HORIZONTAL SECTION E
SHIM
VISIBLE
LIGHT 9
HEIGHT= ( —\" f
WINDOW STEEL SELF-DRILLING
BUCK SMS(G5),SEE TABLE TABLE 10:
HEIGHT- 10,THIS SHEET Anchor
2-3/4"
2-1/2"x .113" Box Nail Southe
MIAMI-DADE APPROVED MULLION(SEE 2-1/2"x.131" Common Nail Southe
SEPERATE NOA),ALUMINUM,STEEL FRAMING
OR STEEL STUD.SEE SUBSTRATE 2-1/2" x.145" Roofinq Nail Southe
PROPERTIES,TABLE 10,THIS SHEET Southe
#10 x 1" Steel Screw(G5)* 0.093"All
1/
21
g 2X WOOD BUCKSTRIP 6 0.045" 18
OR FRAMING,SEE 'MIN.OF 3 THREADS BEYOND THE METAL SUB..
NOTE 2,THIS SHEET
5 �1/4"MAX SHIM
INSTALLATION NOTES:
INSTAI I Al ION 1 1 IRF ON11 Y AKIrHr)RR I IRTFn()N THIS CHFFT Fn1 I nIA1
EDGE DISTANCE TYP.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP EMBEDMENT AND EDGE WITH GLASS TYPES 1-4(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS TYPES 5-8, (SG INTERLAYER).
EMBEDMENT
INSTALLATION
TYPE M D I� 1!4"MAX SHIM
EMBEDMENT
O 1X WOOD BUCI
Il 2X WOOD BUCKSTRIP NOTE 2,
OR FRAMING,SEE
NOTE 2,THIS SHEET
L1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND
3 SHIM EDGE DISTANCE PER SUBSTRATE,
j 6 SEE TABLE 11,THIS SHEET
1
12 USED FOR ALL
SIDES OF EDGE
8 ARCHITECTURAL DISTANCE
EXTERIOR SHAPES @ 11-7/8"
29 O.C.MAX.
11
WINDOW INSTALLATION 4 11
BUCK TYPE O VISIBLE LIGHT WIDTH=
HEIGHT EXTERIOR 1/4" WINDOW BUCK WIDTH-2-3/4"
NX SHIM WINDOW BUCK WIDTH
SHIM
HORIZONTAL SECTION G-G
VISIBLE 9
LIGHT
HEIGHT= STEELSELF-DRILLING TABLE 11:
WINDOW SMS(G5),SEE TABLE
BUCK 11,THIS SHEET Anchor Substrate
HEIGHT- Southern Pine SG=0.55
2-3/4" Aluminum 6063-T5 min.
MIAMI-DADE APPROVED MULLION(SEE #12 or#14 410 SS Screw A36 Steel
SEPERATE NOA),ALUMINUM,STEEL FRAMING Steel Stud Gr. 33 min.
OR STEEL STUD.SEE SUBSTRATE
PROPERTIES,TABLE 11,THIS SHEET Southern Pine SG=0.55
#12 or#14 Steel Screw(G5) Aluminum 6063-T5 min.
A36 Steel
21 Steel Stud Gr. 33 min.
6 1/4"410 SS CreteFlex Ungrouted CMU, ASTM C-90
Concrete(min. 3.35 ksi)
Concrete min. 2.85 ksi
5 �1/4"MAX SHIM 1/4" Steel Ultracon Concrete min. 2.85 ksi
Un routed CMU ASTM C-90
5/16" Steel Ultracon Concrete min. 3.5 ksi
INSTALLATION ^^^^ ^T^^ Grouted CMU ASTM C-90
*MIN OF'3 THRFAIIS RFYC1Nn THF MFTAI SI IRRTRATF
TABLE 12:
Item PGT Part# Description Material 2.784" 2.784"
# .094" .094" �f-
1 4253C Flanged Frame Alum. 6063-T5
pi
062" .074"2 4285 Equal-leg Frame Alum. 6063-T5 1.375"
3 4256 Integral Fin Frame Alum. 6063-T5 1.875" .500" .438"
ass4 4255 7/16' Lami. GlBeading Alum. 6063T5 1.000"500" �— .050`0.006° �_
5 4254 I.G. Glass Beading Alum. 6063-T5 _TT
6a 4270 Installation Fastener Cover Alum. 6063-T5 (DFLANGEFRAME O2 EQUAL-LEG FRAN
6b 4224 Installation Fastener Cover for Curares Rigid PVC
8 4267 7/16" Lami. Glass Beading for Curves Alum. 6063-T5
1 I►-- �—
9 4269 I.G. Beading for Cun�s Alum. 6063-T5 .970" .346"5 � ' 1.037"
10 70589C Gasket(at 900 comer joints) Polyethylene 875" .875" + .87°
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65 +/-1 F1
12 61308K I Foam Beading Tape .050" f� •050" .050'
13 Dow 791, 899, 995 or GE 7700 Backbedding Silicone O 7/16"LAMI 5 1-1/16"I.G.GLASS 6a INSTALLATION r
20 71652K Setting Block, Mono. 3/16" x 7/16" x 4' Neoprene, Duro. 85 +/-1 GLASS BEADING BEADING FASTENER COVER
21 71704AK Setting Block, I.G. 3/16" x 1-3/32" x 4" Neoprene, Duro. 85 +/-1
29 76X1 14FPTX#6 x 1-1/4" FH SMS (Curved Beading) Stainless Steel HOT-MELT ALUMII
SILICONE BUTYL
30 781PQX #8 x 1" Quad PH SMS (Assembly) Stainless Steel STRUCTURAL REINFORCEM
75 Kommeding Kodispace 4SG TPS POLYISO- 1/4"NOM. 3/16"NOM.
BUTYLENE WITH STRUCTURAL BUTYL&
76 Quanex Super Spacer nXT See this Sheet for DESICCANT SILICONE DESICCANT
77 Quanex Duraseal Spacer Materials FOAM WITH FOAM
78 Cardinal XL Edge Spacer EXT.GLASS DESICCANTIINT.GLASS
EXT. GLASS 4
EXT.GLASS
INT. GLASS
OKODISPACE OSUPER SPACER®
75 4SG TPS 76 NXT TM
ASSEMBLY DETAILS FOR ASSE
FLANGE & EQUAL-LEG FRAMES FOR
ANGLED/CURVED
FRAME ASSEMBLY
90°CORNER 90°CORNER
FRAME ASSEMBLYJ I FRAME ASSEMBLY
I
10 i I 10